Site Plan and Construction DrawingsDr
a
w
i
n
g
I
n
d
e
x
NO
T
E
S
NO
T
E
:
T
H
E
S
E
D
R
A
W
I
N
G
S
A
R
E
P
A
R
T
O
F
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
A
S
D
E
S
C
R
I
B
E
D
I
N
T
H
E
P
R
O
J
E
C
T
M
A
N
U
A
L
;
I
N
AN
Y
A
N
D
A
L
L
C
O
N
F
L
I
C
T
S
B
E
T
W
E
E
N
T
H
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
T
E
C
H
N
I
C
A
L
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
T
H
E
M
O
S
T
S
T
R
I
N
G
E
N
T
RE
Q
U
I
R
E
M
E
N
T
W
I
L
L
G
O
V
E
R
N
A
N
D
T
H
E
G
.
C
.
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
W
I
T
H
T
H
E
A
L
D
I
R
E
P
R
E
S
E
N
T
A
T
I
V
E
.
Co
v
e
r
S
h
e
e
t
G-
0
0
1
Store No.
53
7910 Mark
e
t
S
t
.
Wilmington, N
C
2
8
4
0
6
ALDI - Salisbur
y
D
i
v
i
s
i
o
n
1985 Old Union C
h
u
r
c
h
R
o
a
d
Salisbury, NC
2
8
1
4
6
SI
T
E
Ì
LO
C
A
T
I
O
N
M
A
P
:
G-
0
0
1
Co
v
e
r
S
h
e
e
t
G-
0
0
2
Co
d
e
R
e
v
i
e
w
G-
0
0
3
NC
A
p
p
e
n
d
i
x
'
B
'
G-
0
0
4
CO
M
C
h
e
c
k
C-
1
Ci
v
i
l
D
r
a
w
i
n
g
s
(
R
e
f
e
r
t
o
C
o
v
e
r
S
h
e
e
t
)
S-
0
0
1
Ge
n
e
r
a
l
S
t
r
u
c
t
u
r
a
l
N
o
t
e
s
S-
1
0
1
Fo
u
n
d
a
t
i
o
n
P
l
a
n
S-
1
0
2
Sl
a
b
P
l
a
n
S-
1
1
1
Ro
o
f
F
r
a
m
i
n
g
P
l
a
n
S-
3
0
1
Fo
u
n
d
a
t
i
o
n
D
e
t
a
i
l
s
S-
3
0
2
Fo
u
n
d
a
t
i
o
n
D
e
t
a
i
l
s
S-
3
0
3
Fo
u
n
d
a
t
i
o
n
D
e
t
a
i
l
s
S-
3
0
4
Fo
u
n
d
a
t
i
o
n
D
e
t
a
i
l
s
S-
4
0
1
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
S-
4
0
2
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
S-
4
0
3
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
S-
4
0
4
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
S-
4
0
5
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
S-
4
0
6
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
S-
4
0
7
St
e
e
l
F
r
a
m
i
n
g
S
e
c
t
i
o
n
s
&
D
e
t
a
i
l
s
A-
0
0
1
Ge
n
e
r
a
l
N
o
t
e
s
,
S
y
m
b
o
l
s
,
&
A
b
b
r
e
v
i
a
t
i
o
n
s
A-
1
0
1
Fl
o
o
r
P
l
a
n
A-
1
0
2
Ke
y
e
d
N
o
t
e
s
P
l
a
n
A-
1
1
1
Re
f
l
e
c
t
e
d
C
e
i
l
i
n
g
P
l
a
n
A-
1
2
1
Ro
o
f
P
l
a
n
A-
1
3
1
Op
e
r
a
t
i
o
n
s
P
l
a
n
A-
2
0
1
Ex
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
2
1
1
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
2
1
2
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
2
1
3
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
2
1
4
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
2
1
5
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
2
1
6
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
A-
3
0
1
Wa
l
l
S
e
c
t
i
o
n
s
A-
3
0
2
Wa
l
l
S
e
c
t
i
o
n
s
A-
3
0
3
Wa
l
l
S
e
c
t
i
o
n
s
A-
3
0
4
Wa
l
l
S
e
c
t
i
o
n
s
A-
3
0
5
Wa
l
l
S
e
c
t
i
o
n
s
A-
3
0
6
Wa
l
l
S
e
c
t
i
o
n
s
A-
4
0
1
En
l
a
r
g
e
d
P
l
a
n
s
A-
5
0
1
Ex
t
e
r
i
o
r
D
e
t
a
i
l
s
-
S
e
c
t
i
o
n
A-
5
0
2
Ex
t
e
r
i
o
r
D
e
t
a
i
l
s
-
S
e
c
t
i
o
n
A-
5
0
3
Ex
t
e
r
i
o
r
D
e
t
a
i
l
s
A-
5
0
4
Ex
t
e
r
i
o
r
D
e
t
a
i
l
s
A-
5
0
5
Ex
t
e
r
i
o
r
D
e
t
a
i
l
s
A-
5
1
1
In
t
e
r
i
o
r
D
e
t
a
i
l
s
-
S
e
c
t
i
o
n
A-
5
1
2
In
t
e
r
i
o
r
D
e
t
a
i
l
s
A-
5
1
3
In
t
e
r
i
o
r
D
e
t
a
i
l
s
A-
6
0
1
Do
o
r
S
c
h
e
d
u
l
e
s
&
D
e
t
a
i
l
s
A-
6
0
2
Wi
n
d
o
w
E
l
e
v
a
t
i
o
n
s
&
D
e
t
a
i
l
s
A-
6
0
3
Fi
n
i
s
h
S
c
h
e
d
u
l
e
s
&
N
o
t
e
s
P-
1
0
1
Pl
u
m
b
i
n
g
F
l
o
o
r
P
l
a
n
P-
1
0
2
Pl
u
m
b
i
n
g
D
r
a
i
n
a
g
e
L
o
c
a
t
i
o
n
P
l
a
n
P-
2
0
1
En
l
a
r
g
e
d
P
l
u
m
b
i
n
g
P
l
a
n
s
P-
3
0
1
Is
o
m
e
t
r
i
c
D
i
a
g
r
a
m
s
P-
4
0
1
Pl
u
m
b
i
n
g
D
e
t
a
i
l
s
P-
5
0
1
Pl
u
m
b
i
n
g
S
c
h
e
d
u
l
e
s
FP
-
1
0
1
Fi
r
e
P
r
o
t
e
c
t
i
o
n
F
l
o
o
r
P
l
a
n
FP
-
2
0
1
Fi
r
e
P
r
o
t
e
c
t
i
o
n
L
e
g
e
n
d
a
n
d
D
e
t
a
i
l
s
H-
1
0
1
HV
A
C
L
e
g
e
n
d
,
S
e
c
t
i
o
n
&
S
c
h
e
d
u
l
e
s
H-
2
0
1
HV
A
C
L
e
g
e
n
d
,
S
e
c
t
i
o
n
&
S
c
h
e
d
u
l
e
s
SE
-
1
0
1
Si
t
e
L
i
g
h
t
i
n
g
E
l
e
c
t
r
i
c
a
l
P
l
a
n
E-
0
0
1
Li
g
h
t
i
n
g
P
l
a
n
E-
1
0
1
Li
g
h
t
i
n
g
P
l
a
n
E-
1
0
2
Sc
h
e
d
u
l
e
s
a
n
d
D
i
a
g
r
a
m
s
E-
2
0
1
El
e
c
t
r
i
c
a
l
P
l
a
n
E-
3
0
1
En
l
a
r
g
e
d
P
l
a
n
E-
4
0
1
On
e
-
l
i
n
e
D
i
a
g
r
a
m
S
c
h
e
d
u
l
e
s
&
E
l
e
v
a
t
i
o
n
E-
5
0
1
El
e
c
t
r
i
c
a
l
D
e
t
a
i
l
s
CL
P
-
1
0
1
Se
c
u
r
i
t
y
S
y
s
t
e
m
C
o
n
d
u
i
t
P
l
a
n
-
FO
R
R
E
F
E
R
E
N
C
E
O
N
L
Y
CL
P
-
2
0
1
Fi
r
e
A
l
a
r
m
C
o
n
d
u
i
t
P
l
a
n
-
FO
R
R
E
F
E
R
E
N
C
E
O
N
L
Y
D
e
f
e
r
r
e
d
S
u
b
m
i
t
t
a
l
s
Fi
r
e
S
u
p
p
r
e
s
s
i
o
n
S
y
s
t
e
m
D
r
a
w
i
n
g
s
Fi
r
e
A
l
a
r
m
S
y
s
t
e
m
D
r
a
w
i
n
g
s
Se
c
u
r
i
t
y
S
y
s
t
e
m
D
r
a
w
i
n
g
s
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - G001-G002.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
TH
E
S
E
D
O
C
U
M
E
N
T
S
A
R
E
F
O
R
T
H
E
S
O
L
E
P
U
R
P
O
S
E
O
F
I
N
I
T
I
A
L
B
U
I
L
D
I
N
G
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
O
N
L
Y
.
A
N
Y
C
O
M
M
E
N
T
S
,
RE
V
I
S
I
O
N
S
O
R
C
O
R
R
E
C
T
I
O
N
S
B
A
S
E
D
O
N
B
U
I
L
D
I
N
G
D
E
P
A
R
T
M
E
N
T
R
E
V
I
E
W
A
N
D
/
O
R
B
U
I
L
D
I
N
G
C
O
D
E
I
N
T
E
R
P
R
E
T
A
T
I
O
N
IT
E
M
S
A
R
E
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
O
W
N
E
R
A
N
D
R
E
G
I
O
N
A
L
A
R
C
H
I
T
E
C
T
W
I
L
L
N
O
T
B
E
H
E
L
D
L
I
A
B
L
E
F
O
R
A
N
Y
CH
A
N
G
E
O
R
D
E
R
S
R
E
S
U
L
T
I
N
G
F
R
O
M
T
H
E
S
E
I
T
E
M
S
.
F
I
N
A
L
B
I
D
P
R
I
C
E
S
S
H
O
U
L
D
N
O
T
B
E
S
U
B
M
I
T
T
E
D
U
N
T
I
L
T
H
E
B
U
I
L
D
I
N
G
PE
R
M
I
T
H
A
S
B
E
E
N
I
S
S
U
E
D
.
DR
A
W
I
N
G
S
A
R
E
B
A
S
E
D
O
N
A
L
D
I
V
E
R
S
I
O
N
7
.
0
P
R
O
T
O
T
Y
P
E
R
E
L
E
A
S
E
D
O
N
0
3
.
2
4
.
1
6
CIVIL ENG
I
N
E
E
R
OF RECO
R
D
:
ARCHITECTOF RECORD:
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
OF
R
E
C
O
R
D
:
ME
C
H
A
N
I
C
A
L
E
N
G
I
N
E
E
R
OF
R
E
C
O
R
D
:
EL
E
C
T
R
I
C
A
L
E
N
G
I
N
E
E
R
OF
R
E
C
O
R
D
:
ALDICONTACTS:Justin Spruill1985 Old Union Church RoadSalisbury, NC, 28146(704) 642-0023Justin.Spruill@aldi.us KleinfelderRyan A. Parker3500 Gateway
C
e
n
t
r
e
B
l
v
d
.
Suite 200Mooresville, NC
2
7
5
6
0
(919) 755-5011(919) 653-7098 ms consultants, inc.Eric M. Elizondo AIA,NCARB, LEED AP BD+C2221 Schrock RoadColumbus, Ohio 43229(614) 898-7100(614) 898-7570 FAX
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
Ri
c
k
D
.
W
e
i
k
e
l
P
E
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
(6
1
4
)
8
9
8
-
7
1
0
0
(6
1
4
)
8
9
8
-
7
5
7
0
F
A
X
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
Ja
s
o
n
C
h
r
i
s
t
o
f
f
P
E
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
(6
1
4
)
8
9
8
-
7
1
0
0
(6
1
4
)
8
9
8
-
7
5
7
0
F
A
X
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
Ja
s
o
n
C
h
r
i
s
t
o
f
f
P
E
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
(6
1
4
)
8
9
8
-
7
1
0
0
(6
1
4
)
8
9
8
-
7
5
7
0
F
A
X
17
NO
R
T
H
AREA INCREASE CALCULATORBASE AREAAREA INCREASESPRINKLER INCREASEAAAT(AT * Iڟ) / 100(AT * IS) / 100AA9,0001,37727,000
SI
D
E
D
O
C
K
A
R
E
A
S
U
M
M
A
R
Y
O
C
C
U
P
A
N
C
Y
U
S
E
R
O
O
M
N
A
M
E
SQ
U
A
R
E
F
O
O
T
A
G
E
M
E
R
C
A
N
T
I
L
E
S
A
L
E
S
/
V
E
S
T
I
B
U
L
E
11
,
8
2
5
O
F
F
I
C
E
25
2
B
R
E
A
K
R
O
O
M
30
5
M
E
N
'
S
R
O
O
M
85
W
O
M
E
N
'
S
R
O
O
M
83
H
A
L
L
14
5
S
U
B
T
O
T
A
L
(
M
E
R
C
A
N
T
I
L
E
)
12
,
6
9
5
S
T
O
R
A
G
E
/
S
T
O
C
K
B
A
C
K
R
O
O
M
3,
2
3
5
C
O
O
L
E
R
1,
3
1
1
F
R
E
E
Z
E
R
64
6
S
U
B
T
O
T
A
L
(
S
T
O
R
A
G
E
/
S
T
O
C
K
)
5,
1
9
2
S
U
B
T
O
T
A
L
(
O
C
C
U
P
A
N
C
I
E
S
)
17
,
8
8
7
E
X
T
E
R
I
O
R
/
I
N
T
E
R
I
O
R
W
A
L
L
S
/
U
N
O
C
C
U
P
I
E
D
S
P
A
C
E
96
3
B
U
I
L
D
I
N
G
S
Q
U
A
R
E
F
O
O
T
A
G
E
18
,
8
5
0
E
X
T
E
R
I
O
R
C
A
N
O
P
Y
80
7
T
O
T
A
L
S
Q
U
A
R
E
F
O
O
T
A
G
E
(
I
N
C
L
U
D
I
N
G
C
A
N
O
P
Y
)
19
,
6
5
7
BUILDING PLANNING (CHAPTER 3,4,5,6):OCCUPANCY CLASSIFICATION(302.0 - 312.0)MIXED OCCUPANCY GROUP M & S-1(ALLOWABLE)(ACTUAL)NUMBER OF STORIES (TABLE 503):11BUILDING HEIGHT (TABLE 503):40'-0"28'-0"BUILDING AREA (TABLE 503):9,000STREET FRONTAGEINCREASE (Aڟ) (506.2):1377AUTOMATIC SPRINKLER SYSTEMINCREASE (AS) (506.3):27,000MAXIMUM ALLOWABLE SQUAREFOOTAGE (AA):37,37719,657
OC
C
U
P
A
N
C
Y
L
O
A
D
S
(
1
0
0
4
.
0
T
A
B
L
E
1
0
0
4
.
1
.
2
)
OC
C
U
P
A
N
C
Y
U
S
E
SQ
U
A
R
E
F
E
E
T
/
OC
C
U
P
A
N
T
TO
T
A
L
O
C
C
U
P
A
N
C
Y
SQ
U
A
R
E
F
O
O
T
A
G
E
OC
C
U
P
A
N
T
S
ME
R
C
A
N
T
I
L
E
30
12
,
6
9
5
42
4
ST
O
R
A
G
E
/
S
T
O
C
K
30
0
5,
1
9
2
18
TO
T
A
L
O
C
C
U
P
A
N
T
L
O
A
D
44
2
INTERIOR WALL AND CEILING FINISH REQUIREMENTSBY OCCUPANCY (TABLE 803.5)OCCUPANCY/ GROUP SPRINKLEREDNONSPRINKLEREDEXIT ENCLOSURESAND EXITPASSAGEWAYSCORRIDORSROOMS ANDENCLOSED SPACESEXIT ENCLOSURESAND EXITPASSAGEWAYSCORRIDORSROOMS ANDENCLOSED SPACESMERCANTILECCCBBC
NO PARKING
NO PARKING
45
'
-
7
"
25'-2"
45'-7"
ME
R
C
A
N
T
I
L
E
O
C
C
U
P
A
N
C
Y
=
4
2
4
O
C
C
.
AD
D
I
T
I
O
N
A
L
O
C
C
U
P
A
N
T
S
F
R
O
M
B
A
C
K
R
O
O
M
=
1
8
O
C
C
TO
T
A
L
=
4
4
2
O
C
C
13'-4"15'-9"15'-3"14'-9"
47
'
-
1
0
"
64
'
-
1
"
47
'
-
1
0
"
64
'
-
1
"
47
'
-
1
0
"
48
'
-
7
"
14'-9"15'-3"
49
'
-
3
"
41'-3"
47
'
-
1
0
"
EG
R
E
S
S
W
I
D
T
H
@
L
E
V
E
L
P
E
R
O
C
C
U
P
A
N
T
=
.
2
"
TO
T
A
L
R
E
Q
U
I
R
E
D
W
I
D
T
H
:
4
4
2
O
C
C
@
.
2
"
=
8
8
.
4
"
C
L
E
A
R
PR
O
V
I
D
E
D
A
T
T
H
I
S
E
X
I
T
:
4
6
"
C
L
E
A
R
DIA
G
O
N
A
L
L
E
N
G
T
H
=
167
'
-
8
"
ST
O
R
A
G
E
O
C
C
U
P
A
N
C
Y
=
18
O
C
C
.
47
'
-
2
"
EG
R
E
S
S
W
I
D
T
H
@
L
E
V
E
L
P
E
R
O
C
C
U
P
A
N
T
=
.
2
"
TO
T
A
L
R
E
Q
U
I
R
E
D
W
I
D
T
H
:
1
8
O
C
C
@
.
2
"
=
3
.
6
"
C
L
E
A
R
PR
O
V
I
D
E
D
A
T
T
H
I
S
E
X
I
T
:
8
0
"
C
L
E
A
R
9'-1"
2
2
'
-
4
"
15'-3"15'-9"
24
'
-
0
"
EG
R
E
S
S
W
I
D
T
H
@
L
E
V
E
L
P
E
R
O
C
C
U
P
A
N
T
=
.
2
"
TO
T
A
L
R
E
Q
U
I
R
E
D
W
I
D
T
H
:
1
8
O
C
C
@
.
2
"
=
3
.
6
"
C
L
E
A
R
PR
O
V
I
D
E
D
A
T
T
H
I
S
E
X
I
T
:
34
"
C
L
E
A
R
7'-2"
14'-9"
15'-9"
7'-11"
15
'
-
5
"
64
'
-
1
"
13
0
'
-
6
"
7'-7"
EG
R
E
S
S
W
I
D
T
H
@
L
E
V
E
L
P
E
R
O
C
C
U
P
A
N
T
=
.
2
"
TO
T
A
L
R
E
Q
U
I
R
E
D
W
I
D
T
H
:
4
4
2
O
C
C
@
.
2
"
=
8
8
.
4
"
C
L
E
A
R
PR
O
V
I
D
E
D
A
T
T
H
I
S
E
X
I
T
:
90
.
7
5
"
C
L
E
A
R
(
B
R
E
A
K
O
U
T
P
A
N
E
L
S
)
12'-0"
DA
S
H
E
D
L
I
N
E
S
H
O
W
S
S
W
I
N
G
OF
B
R
E
A
K
O
U
T
E
G
R
E
S
S
P
A
N
E
L
13
3
'
-
5
"
EX
I
T
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
M
E
E
T
S
S
E
C
T
I
O
N
1
0
1
5
.
2
.
1
E
X
C
E
P
T
I
O
N
2
(
1
/
3
R
D
R
U
L
E
)
8'-2"
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - G001-G002.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
ME
A
N
S
O
F
E
G
R
E
S
S
(
C
H
A
P
T
E
R
1
0
)
OC
C
U
P
A
N
T
L
O
A
D
(
1
0
0
4
)
:
EG
R
E
S
S
W
I
D
T
H
(
1
0
0
5
)
:
*
T
h
e
l
o
s
s
o
f
o
n
e
m
e
a
n
s
o
f
e
g
r
e
s
s
s
h
a
l
l
n
o
t
r
e
d
u
c
e
t
h
e
a
v
a
i
l
a
b
l
e
c
a
p
a
c
i
t
y
t
o
l
e
s
s
t
h
a
n
5
0
p
e
r
c
e
n
t
o
f
t
h
e
t
o
t
a
l
r
e
q
u
i
r
e
d
(
S
e
c
t
i
o
n
1
0
0
5
.
1
)
AC
C
E
S
S
I
B
L
E
M
E
A
N
S
O
F
E
G
R
E
S
S
(
1
0
0
7
)
:
(R
E
Q
U
I
R
E
D
)
Y
E
S
(
P
R
O
V
I
D
E
D
)
Y
E
S
DO
O
R
W
I
D
T
H
(
1
0
0
8
)
:
MI
N
I
M
U
M
:
32
"
MA
X
I
M
U
M
:
48
"
PA
N
I
C
H
A
R
D
W
A
R
E
(
1
0
0
8
.
1
.
9
)
:
(R
E
Q
U
I
R
E
D
)
N
O
(
P
R
O
V
I
D
E
D
)
Y
E
S
EX
I
T
S
I
G
N
S
(
1
0
1
1
)
:
(R
E
Q
U
I
R
E
D
)
Y
E
S
(
P
R
O
V
I
D
E
D
)
Y
E
S
HA
N
D
R
A
I
L
S
(
1
0
1
2
)
:
34
"
H
.
M
I
N
.
,
3
8
"
H
.
M
A
X
.
GU
A
R
D
S
(
1
0
1
3
)
:
42
"
H
.
I
F
A
D
J
A
C
E
N
T
G
R
A
D
E
I
S
G
R
E
A
T
E
R
T
H
A
N
3
0
"
CO
M
M
O
N
P
A
T
H
O
F
E
G
R
E
S
S
T
R
A
V
E
L
(
1
0
1
4
.
3
)
:
75
'
M
E
R
C
A
N
T
I
L
E
1
0
0
'
S
T
O
R
A
G
E
MI
N
I
M
U
M
#
O
F
E
X
I
T
S
R
E
Q
.
O
N
1
S
T
F
L
O
O
R
(
1
0
1
5
)
:
(R
E
Q
U
I
R
E
D
)
2
(
P
R
O
V
I
D
E
D
)
4
MA
X
I
M
U
M
T
R
A
V
E
L
D
I
S
T
A
N
C
E
T
O
A
N
E
X
I
T
(
T
A
B
L
E
1
0
1
6
.
1
)
:
25
0
'
MI
N
I
M
U
M
C
O
R
R
I
D
O
R
W
I
D
T
H
(
1
0
1
8
.
2
)
:
44
"
/
6
0
"
F
O
R
H
.
C
.
T
U
R
N
A
R
O
U
N
D
(
A
T
2
0
0
'
I
N
T
E
R
V
A
L
S
)
MA
X
I
M
U
M
D
E
A
D
E
N
D
C
O
R
R
I
D
O
R
D
I
S
T
A
N
C
E
(
1
0
1
8
.
4
)
:
50
'
I
F
S
P
R
I
N
K
L
E
R
E
D
AC
C
E
S
S
I
B
I
L
I
T
Y
(
C
H
A
P
T
E
R
1
1
)
CH
E
C
K
-
O
U
T
A
I
S
L
E
S
(
T
A
B
L
E
1
1
0
9
.
1
2
.
2
)
:
(R
E
Q
U
I
R
E
D
)
2
(
P
R
O
V
I
D
E
D
)
5
PL
U
M
B
I
N
G
F
I
X
T
U
R
E
R
E
Q
U
I
R
E
M
E
N
T
S
:
AR
E
A
S
U
M
M
A
R
Y
(
F
O
R
R
E
F
E
R
E
N
C
E
O
N
L
Y
)
Co
d
e
R
e
v
i
e
w
G-
0
0
2
PROJECT INFORMATION:THE BUILDING IS IN COMPLIANCE WITH THE:2012 NORTH CAROLINA BUILDING CODE2012 NORTH CAROLINA FIRE PREVENTION CODE2012 NORTH CAROLINA MECHANICAL CODE2012 NORTH CAROLINA PLUMBING CODE2012 NORTH CAROLINA ENERGY CONSERVATION CODE2012 NORTH CAROLINA FUEL PIPING CODE2014 NATIONAL ELECTRIC CODEICC ANSI A117.1 - 2009 ACCESSIBLE AND USABLE BUILDING AND FACILITIESAREA MODIFICATIONS (506):AUTOMATIC SPRINKLER SYSTEM:YES - (300% INCREASE)STREET FRONTAGE INCREASE:xBUILDING PERIMETER:xBUILDING PERIMETER FRONTING ON A STREET OR UNOCCUPIED SPACE:xINCREASE TO MAX. ALLOWABLE AREA (I¦):TYPES OF CONSTRUCTION (CHAPTER 6)CONSTRUCTION CLASSIFICATION:VBFIRE RESISTANT REQUIREMENTS: (TABLES 601 & 602)STRUCTURAL FRAME:0 HR.BEARING WALLSEXTERIOR:0 HR.INTERIOR:0 HR.NONBEARING WALLS AND PARTITIONSEXTERIOR:SEE TABLE 602INTERIOR:0 HR.FLOOR CONSTRUCTION:0 HR.ROOF CONSTRUCTION:0 HR.FIRE SEPARATION DISTANCE = X (feet)LESS THAN 5':2 HR.MORE THAN 5', LESS THAN 10':1 HR.MORE THAN 10', LESS THAN 30':0 HR.GREATER THAN 30': 0 HR.FIRE AND SMOKE PROTECTION FEATURES: (CHAPTER 7)FIRE-RESISTANT RATING OF STRUCTURAL MEMBERS (704):NOT REQUIREDEXTERIOR WALLS (705):NOT REQUIREDFIRE WALLS (706):NOT REQUIREDFIRE BARRIERS(707):NOT REQUIREDFIRE PARTITIONS (708):NOT REQUIREDSMOKE BARRIERS (709):NOT REQUIREDSMOKE PARTITIONS (710):NOT REQUIREDHORIZONTAL ASSEMBLIES (711):NOT REQUIREDVERTICAL OPENINGS (712):NOT REQUIREDSHAFT ENCLOSURES (713):NOT REQUIREDPENETRATIONS (714):NOT REQUIREDFIRE-RESISTANT JOINT SYSTEMS (715):NOT REQUIREDOPENING PROTECTIVES (716):NOT REQUIREDDUCTS AND AIR TRANSFER OPENINGS (717):NOT REQUIREDCONCEALED SPACES (718):NOT REQUIREDFIRE-RESISTANT REQUIREMENTS FOR PLASTER (719):NOT REQUIREDTHERMAL- AND SOUND-INSULATING MATERIALS(720):NOT REQUIREDINTERIOR FINISHES (CHAPTER 8)FIRE PROTECTION SYSTEMS (CHAPTER 9)AUTOMATIC SPRINKLER SYSTEMS (903):(REQUIRED) YES (PROVIDED) YESSTANDPIPE SYSTEM (905):(REQUIRED) NO (PROVIDED) NOPORTABLE FIRE EXTINGUISHERS (906):(REQUIRED) YES (PROVIDED) YESFIRE ALARM AND DETECTION SYSTEMS(907):(REQUIRED) NO (PROVIDED) YESEMERGENCY ALARM SYSTEMS (908):(REQUIRED) NO (PROVIDED) NOSMOKE CONTROL SYSTEMS (909):(REQUIRED) NO (PROVIDED) NOSMOKE AND HEAT REMOVAL(910):(REQUIRED) NO (PROVIDED) NOFIRE COMMAND CENTER (911):(REQUIRED) NO (PROVIDED) NOFIRE DEPARTMENT CONNECTIONS (912):(REQUIRED) YES (PROVIDED) YES
1
Eg
r
e
s
s
P
l
a
n
SC
A
L
E
:
1
/
1
6
"
=
1
'
-
0
"
PL
A
N
N
O
R
T
H
NC
A
p
p
e
n
d
i
x
'
B
'
G-
0
0
3
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - G003.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C
.
CO
M
c
h
e
c
k
G-
0
0
4
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - G004.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
KF
F
/
M
R
M
ZR
D
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
JA
S
O
N
E
.
C
H
R
I
S
T
O
F
F
N
o
.
0
3
9
3
9
1
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C
.
1
&216758&7,213/$16)25
$/',:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
3$5&(/,' 5
SHEET TITLE
&&29(5
&&*(1(5$/127(6
&(;,67,1*&21',7,216
&75((&/($5,1*3/$1
&6,7(3/$1
&87,/,7<3/$1
& *5$',1* '5$,1$*(3/$1
&&67250:$7(50$1$*(0(173/$1
&(526,21&21752/3/$13+$6(,
&(526,21&21752/3/$13+$6(,,
&(526,21&21752/3/$13+$6(,,,
&/$1'6&$3,1*3/$1
&/,*+7,1*3/$1
&& &216758&7,21'(7$,/6
&(526,21&21752/'(7$,/6
&&87,/,7<'(7$,/6
OWNER:
%$<6+25((67$7(6,1&
&217$&7 +,//52'*(56
*/(10($'(52$'
:,/0,1*7211&
+,//#&$0(521&2&20
DEVELOPER:
$/',,1&6$/,6%85<',9,6,21
&217$&7 -867,16358,//
2/'81,21&+85&+52$'
6$/,6%85<1&
-867,16358,//#$/',86
DESIGN CONSULTANT:
./(,1)(/'(5
&217$&7 5<$13$5.(53(
*$7(:$<&(175(%28/(9$5'
68,7(
0255,69,//(1&
53$5.(5#./(,1)(/'(5&20
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NC DEQ LAND QUALITY, AND NCDOT
STANDARDS AND SPECIFICATIONS
&$//+2856
%()25(<28',*
1257+&$52/,1$
21(&$//&(17(5
9,&,1,7<0$3
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
&
R
Y
H
U
G
Z
J
/
$
<
2
8
7
&
2
9
(5
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
6&$/(,1)((7
6&$/(
86+
,
*
+
:
$
<
0$
5
.
(
7
6
7
6
5
0
$
5
6
+
2
$
.
6
'
5
0(
1
'
(
1
+
$
/
/
'
5
5$,
/
5
2
$
'
5
'
5$,175(
(
5'
0$5
<
0
2
8
1
7
'
5
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
COVER
6,7(3/$16
6,7(
SYMBOLS & DESCRIPTIONS
$'$5$03 '28%/(6:,1**$7(6,*1:,7+21(3267
%(1&+0$5.6,1*/(6:,1**$7(6,*1:,7+7:232676
%2//$5'*(1(5$7256,/7)(1&(287/(7
&/($1287 *3667$7,2162,/%25,1*
&85%,1/(75(&7$1*8/$5*5$9(/&216758&7,21(175$1&(67803
&85%,1/(7648$5(*8<:,5(7(673,7
'523,1/(75(&7$1*8/$5+$1',&$33('6<0%2/75$)),&6,*1$/
'523,1/(7648$5(+<'5$17 75$16)250(53$'
(/(&75,&0(7(5,1/(73527(&7,2175$16)250(532/(
)(1&(3267'28%/(/,*+732/(75$6+&$1
)/$*32/(6,1*/(/,*+732/(87,/,7<32/(
)/$5('(1'6(&7,21/,*+73267 :$7(5/(9(/
)/22'/,*+70$,/%2;:$7(50(7(5
)8(/0(7(5 0$1+2/(:$7(59$/9(
)8(/9$/9(2%6(59$7,21:(//:(//
*$60(7(5 3$5.,1*0(7(5:+((/6723
*$69$/9(52&.&+(&.'$0
6/,'(*$7(6$7(//,7(',6+
ABBREVIATIONS & DESCRIPTIONS
$1'+:<+,*+:$<
#$7 +<'+<'5$17
3/86250,186,(7+$7,6
$&$,5&21',7,21(5,',16,'(',$0(7(5
$&$&5(,19,1,19(57,1
$'-$'-$&(17,19287,19(57287
$3352;$3352;,0$7(,3,5213,1
$6&($0(5,&$162&,(7<2)&,9,/(1*,1((56 -%-81&7,21%2;
$670$0(5,&$162&,(7<)257(67,1*$1'0$7(5,$/6/)/,1($5)((7
$9*$9(5$*(0$;0$;,080
$9($9(18(0+0$1+2/(
%%%$&.72%$&.0+:0($1+,*+:$7(5
%8$%8,/78321$5($0,0,/(
%'5<%281'$5<0,1 0,1,080
%/'*%8,/',1*0/:0($1/2::$7(5
%/9'%28/(9$5'12 180%(5
%0%(1&+0$5.176127726&$/(
%&%277202)&85%2&21&(17(5
%:%277202):$//2'2876,'(',$0(7(5
%6%277202)6/23(32&32,1721&859(
ȭ &(17(5/,1(3523352326('
&$&$%/(35&6735(&$67
&%&$7&+%$6,137 32,172)7$1*(1&<
&,3&$67,13/$&(39&32/<9,1</&+/25,'(
&2&/($1287 39073$9(0(17
&2/&2/801 5:5,*+72):$<
&21&&21&5(7(5&35(,1)25&('&21&5(7(3,3(
&03&2558*$7('0(7$/3,3(5(%$55(,1)25&('%$5
&33&2558*$7('3/$67,&3,3(5()5()(5(1&(
&75&(17(5 5(,1)5(,1)25&('
&7<&2817<5(45(48,5('
&)&8%,&)((75(7:$//5(7$,1,1*:$//
&<&8%,&<$5'6555$,/52$'
'(*5((52:5,*+72):$<
',$0(7(5 6)648$5()((7
',67',67$1&(6,648$5(,1&+(6
'5'5,9(67675((7
',3'8&7,/(,5213,3(67$67$7,21
(*)25(;$03/(67'67$1'$5'
(/(&(/(&75,&$/6758&76758&785$/
(/(9(/(9$7,21 6<648$5(<$5'
(48,3(48,30(17 7(/7(/(3+21(
(23('*(2)3$9(0(177&7232)&85%
(;(;,67,1*7:7232):$//
)(6)/$5('(1'6(&7,2175975$169(56(
))(),1,6+(')/225(/(9$7,21767232)6/23(
ɕ )/2:/,1(7:372:16+,3
'5 )((725)2277<37<3,&$/
*$*$8*(86&(81,7('67$7(6&25362)(1*,1((56
*:*5281':$7(586*681,7('67$7(6*(2/2*,&$/6859(<
*:7*5281':$7(57$%/(9(579(57,&$/
+'3(+,*+'(16,7<32/<(7+</(1(:6(:$7(5685)$&((/(9$7,21
+9$&+($7,1*9(17,/$7,21$1'$,5&21',7,21,1*;6(&&52666(&7,21
+:+($':$//<'<$5'
&2
(0
)0
)9
*0
*9
*
<7
7
:0
:9
:
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
*
H
Q
H
U
D
O
1
R
W
H
V
G
Z
J
/
$
<
2
8
7
*
(
1
(
5
$
/
1
2
7
(
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
GENERAL NOTES
6,7(3/$16
ALDI #53 WILMINGTON, NC STORM DRAINAGE COMPUTATIONS
DRAINAGE
FROM
DRAINAGE
TO
DRAINAGE AREA
(ac)
tc TIME OF CONC.
(min)
I INTENSITY
(in/hr)*
RUNOFF
COEFFICIENT, C
Q FLOW
(cfs)
Q TOTAL FLOW
(cfs)
SLOPE
(ft/ft)
Dtheo
(in)
SIZE
(in)
Vfull
(ft/sec)
LENGTH
(ft)
UPPER INVERT
(ft)
LOWER INVERT
(ft)
TOP EL
(ft)
PIPE
MATERIAL
5'-% 39&
<,68033803 &33
68033803-% 3803('&33
-%-% 5&3
<,<, 5&3
5'-% 39&
5'-% 39&
-%<, 39&
<,&% 5&3
&%&% 5&3
&%-% 5&3
-%%76
5&3
-%8* 5&3
%768*5&3
8*(;<, 5&3
(;<,287/(7 5&3
PROJECT CONTACTS
1(:+$129(5&2817<=21,1*
&217$&7 %(1$1'5($
*29(510(17&(17(5'5,9(68,7(
:,/0,1*7211&
1(:+$129(5&2817<(1*,1((5,1* 67250:$7(5
&217$&7 '$9,'&$1'(//$
*29(510(17&(17(5'5,9(68,7(
:,/0,1*7211&
1(:+$129(5&2817<(1*,1((5,1* (526,21
&21752/
&217$&7 %(7+:(7+(5,//
*29(510(17&(17(5'5,9(68,7(
:,/0,1*7211&
1&'27',9,6,21',675,&7
&217$&7 %(1+8*+(6
',9,6,21'5,9(
:,/0,1*7211&
$7 7
&217$&7 &+5,66<&26721
17+675((7
:,/0,1*7211&
&$3()($538%/,&87,/,7<$87+25,7<
&217$&7 '$9,''$,/(<
*29(510(17&(17(5'5,9(
:,/0,1*7211&
'8.((1(5*<352*5(66
&217$&7 52%(57:$/.(5
+2//<6+(/7(552$'
&$67/(+$<1(1&
&(1785</,1.
&217$&7 $17+21<0(/,//,
5($675((7
-$&.6219,//(1&
3,('02171$785$/*$6&203$1<
&217$&7 3$8/*21.$
32%2;
:,/0,1*7211&
7,0(:$51(5
&217$&7 %,//'<.(6
6&,(17,),&3$5.'5,9(
:,/0,1*7211&
3$/0(7721(7,1&
&217$&7 81.12:1
+$03721675((768,7(
&2/80%,$6&
&+$57(5&20081,&$7,216
&217$&7 1,&.%52:1
(2&($1+,*+:$<
+2//<5,'*(1&
67250:$7(5&20387$7,2165(35(6(1765812)))5207+(<($5+285'(6,*167250
<567250(9(1786(')250$;$17,&,3$7(')/2:7+528*+3,3(/$5*(567250(9(176$5($17,&,3$7('72)/2:7+528*+7+(%<3$663,3(,1727+(81'(5*5281''(7(17,216<67(0 -%728*
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
*
H
Q
H
U
D
O
1
R
W
H
V
G
Z
J
/
$
<
2
8
7
*
(
1
(
5
$
/
1
2
7
(
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
GENERAL NOTES
6,7(3/$16
PAVEMENT NOTES
$63+$/7127(6
$63+$/76+$//%(7+(7<3(257<3(663(&,),('217+('5$:,1*6,)127<3(,6,1',&$7('7+(&2175$&7256+$//86($0,;63(&,),('%<1&'27)25723$1'%,1'(5$//$63+$/76+$//%(352'8&(',167$7($33529('3/$176:,7+67$7($33529('352'8&76
$63+$/7:,//21/<%(3/$&(':+(17+(2876,'(7(03(5$785(,6)$+5(1+(,7$1'5,6,1*$63+$/7:,//1(9(5%(3/$&('21)52=(10$7(5,$/'85,1*0(',8025+($9<35(&,3,7$7,2125:+(135(&(',1*35(&,3,7$7,21+$66$785$7('7+(68%%$6($1'2568%*5$'(
685)$&(67+$7:,//$%877+(1(:$63+$/76+$//%(7$&.&2$7('35,25723/$&(0(172)$63+$/7,1&/8',1*&85%6*877(5(;,67,1*$63+$/7$1'6758&785(67$&.&2$76+$//%($33/,('1($7/<720$7&+7+(/,1(6$1'*5$'(62)7+(352326('$%877,1*$63+$/7$7$5$7(2)72*$//2163(5648$5(<$5'
$63+$/76+$//%(3/$&(',1/$<(56(48$/727+26(63(&,),('217+(3/$167+,&.1(662)($&+/$<(5257+(7+,&.1(662)$///$<(56&20%,1('6+$//1279$5<025(7+$1ó,1&+)257+,&.1(662)72,1&+(6$1'ò,1&+)257+,&.1(662),1&+(625*5($7(5)5207+26(63(&,),('217+('5$:,1*6,)025(7+$12)7(67&25(66$03/(')$,/72(48$/25(;&(('7+(5(48,5(''(37+
7+(3$9(0(176+$//%(&216,'(5(')$,/('$1'%(68%-(&7725(3$,565(3/$&(0(17255($621$%/(&203(16$7,212):+,&+7+(&2175$&725:,//%($5$//&26767+($63+$/76+$//$/62%(7(67(')2560227+1(66%</$<,1*$)227675$,*+7('*(217+(3$9(0(17$1'9(5,)<,1*7+$77+(5($5(12*$36*5($7(57+$1ó,1&+,1$1<',5(&7,21
3/$&(0(17$1'&203$&7,215(48,5(0(1766+$//%(7+(6$0($67+26(63(&,),('%<1&'277+(52//,1*6+$//%('21(,168&+$0$11(57+$7:,//0$7&+-2,176$1'/($9($60227+81,)250685)$&(:+,/(3529,',1*7+(3523(5&203$&7,21:+,&+:,//%( 2)/$%25$725<'(16,7<
:+(10$7&+,1*,172(;,67,1*3$9(0(17$//0$7&+-2,1766+$//%(6$:&87723529,'($675$,*+760227+-2,177+($63+$/7'(37+$77+(0$7&+32,176+$//%((48$/727+$72)7+(352326('25(;,67,1*:+,&+(9(5,6*5($7(5
3$9,1*(48,30(176+$//%(2)*22'&21',7,21$1'48$/,7<$63+$/76+$//%(3/$&('%<0(&+$1,&$/(48,30(17(;&(37,160$//$5($67+$7$5(,1$&&(66,%/(72$3$9(5$63+$/76+$//%(75$163257(',1&29(5('758&.6$1'6&+('8/(',168&+$0$11(57+$7:,//0$,17$,1$63+$/77(03(5$785($63+$/76+$//%(5(-(&7(':+(17(03(5$785(6)$//%(/2:)$+5(1+(,7257+(
0,1,0807(03(5$785(663(&,),('%<1&'27
&21&5(7(127(6
7+(',0(16,2166+$//%(7+26(6+2:1217+('5$:,1*67+(&21&5(7(0,;6+$//%(36,$7'$<60$'(:,7+7<3(,257<3(,,&(0(173(5$670&$1'$**5(*$7(60((7,1*1&'275(48,5(0(1766/803)256/,3)250,1*6+$//%(,1&+ò,1&+$1')25)250('&21&5(7(7+(6/8036+$//%(,1&+,1&+$,5(175$,10(170,;785(6+$//0((77+(5(48,5(0(1762)$670&
ò)256/,3)250:25.$1'ò)25)250('$1'3/$&('&21&5(7(:$7(55('8&,1*$*(176+$//&21)25072$670& 7<3($&85,1*&203281'66+$//&21)25072$670& 7<3(,&/$66$02,6785(/2662)127025(7+$1*564&0:+(1$33/,('$764)73(5*$//21
6,'(:$/.6*877(56$1'&85%66+$//%(3/$&('21&203$&7('68%%$6(&216,67(17:,7+7+(3$9(0(1768%%$6($66+2:1217+('5$:,1*6:+(168%%$6('(7$,/6$5(0,66,1*$1'12$*(1&<+$6-85,6',&7,2186(7+()2//2:,1* 6,'(:$/.6$1'*877(566+$//%(3/$&('21$0,1,0802),1&+(62)&203$&7('68%%$6($1'&85%66+$//%(3/$&('21$0,1,0802),1&+(62)
&203$&7('68%%$6(
$//)250,1*3/$&(0(170$7(5,$/6$1'&85,1*6+$//&21)250727+(/$7(67$'',7,212)$&,³%8,/',1*&2'(5(48,5(0(176)255(,1)25&('&21&5(7(´$1'$//6,0,/$51&'275(48,5(0(176
5(,1)25&,1*6+$//%(,1$&&25'$1&(:,7+7+$763(&,),('217+('5$:,1*6$1'7+(&21&5(7(5(,1)25&,1*67((/,167,787( &56, ³0$18$/2)67$1'$5'35$&7,&(6´5(,1)25&,1*67((/6+$//%($670$*5$'('()250(':(/'(':,5()$%5,&6+$//%($670$:(/'(':,5(67((/)$%5,&
6,'(:$/.6$1'*877(566+$//+$9($%5220),1,6+3(53(1',&8/$572)/2::,7+$3,&785()5$0(('*(-2,17$//7+(:$<$5281'&85%66+$//+$9($60227+),1,6+25/,*+758%),1,6+%87&216,67(177+528*+2877+(352-(&7
(;3$16,21-2,1766+$//%(3/$&('(9(5<)((7$1'$7$'-2,1,1*6758&785(668&+$6:$//60$1+2/(6$1'9$8/76(;3$16,21-2,170$7(5,$/6+$//%(35(02/'('ò,1&+0$7(5,$/:,7+ò,1&+&$3,1$&&25'$1&(:,7+$670'$)7(5&21&5(7(+$66(77+(&$36+28/'%(5(029('$1'92,'),//(':,7+:$7(53522)-2,17),//(5&85%$1'*877(56+$//%(&8725722/-2,17('72
7+('(37+(9(5<)((76,'(:$/.66+28/'+$9(722/('25&87-2,176727+('(37+,1648$5(625$6&/26(72648$5($63266,%/(127(;&((',1*)7;)7
3$9(0(17 6758&785$/68%%$6(
7+(7<3(2)68%%$6(5(48,5(')25($&+86(6+$//%(&$//('287217+('5$:,1*6,)125()(5(1&(,60$'(217+('5$:,1*625'(7$,/6727+(7<3(2)68%%$6(5(48,5('7+()2//2:,1*6+$//%(86('7+(6285&(2)7+(0$7(5,$/6+$//%(21($33529(')2586(%<1&'277+(0$7(5,$/6+$//%($&586+('6721(&21)250,1*72$$6+720 25/$7(675(9,6,21 *5$'($
*5$9(/2527+(50$7(5,$/6&$121/<%(68%67,787(')25&586+6721(:+(1$33529(',1:5,7,1*%<7+(2:1(5$1'(1*,1((50$7(5,$/6833/,(')2586($668%%$6(6+$//+$9(3$66,1*7+(,1&+6,(9(723$66,1*7+(,1&+6,(9(723$66,1*7+(126,(9(723$66,1*7+(126,(9($1'723$66,1*7+(126,(9(
68%%$6(6+$//%(3/$&(',1/,)7612772(;&((',1&+(6$1'&203$&7('727+(5(48,5(0(17667$7(',17+(62,/65(3257,)12767$7('7+(&203$&7,215(48,5(0(176+$//%( 2)0$;,080'5<'(16,7<3(5$670' 02',),('352&725
),1$/*5$',1*2)68%%$6(6+$//%(72,1&+2)7+$7'(6,*1$7('217+('5$:,1*6$1',1&+2)7+(5(48,5('7+,&.1(66)257+,&.1(662),1&+(625*5($7(5$1'ò,1&+)257+,&.1(66/(667+$1,1&+(6
7+(&2175$&725:,//%(5(63216,%/()25$//&2676,135(3$5,1*7+(68%*5$'(725(&(,9(68%%$6(7+,66+$//,1&/8'(),1(*5$',1*$1'&203$&7,1*$61(&(66$5<720((77+(5(48,5(0(17667$7('+(5($1'81'(57+(($57+:25.127(6217+(*5$',1*$1''5$,1$*(3/$1
7+($028172)7(67,1*5(48,5('729(5,)<7+(&203$&7,216+$//%(7+(6$0($667$7('81'(57+(($57+:25.127(6217+(*5$',1*$1''5$,1$*(3/$1
,)5(48,5('67$%,/,=,1*)$%5,&6+$//0((77+()2//2:,1*5(48,5(0(176³02'8/86 /2$'$7(/21*$7,21 /%3(5$670'´³*5$%7(16,/(675(1*7+/%3(5$670'´³08//(1%8567675(1*7+ 36,3(5$670'´³75$3(=2,'7($5675(1*7+:+(1$33/,&$%/( /%3(5$670'´³&2()),&,(172)3(50($%,/,7<.&06(& 3(5$670' ´³:$7(5)/2:
5$7(*306) 3(5$670' ´:+(167$%,/,=$7,21)$%5,&,686(',76+$//%(38//('7,*+7$1'$//:5,1./(65(029('29(5/$366+$//%(,1$&&25'$1&(:,7+0$18)$&785(65(&200(1'$7,216
,)5(48,5('),/7(5)$%5,&6+$//0((77+()2//2:,1*5(48,5(0(176³*5$%7(16,/((/21*$7,21 3(5$670'´³*5$%7(16,/(675(1*7+/%3(5$670'´³08//(1%8567675(1*7+ 36,3(5$670'´³75$3(=2,'7($5675(1*7+:+(1$33/,&$%/( /%3(5$670'´³&2()),&,(172)3(50($%,/,7<.&06(& 3(5$670' ´³:$7(5)/2:5$7(*306) 3(5
$670' ´:+(1),/7(5)$%5,&,686(',76+$//%(38//('7,*+7$1'$//:5,1./(65(029('29(5/$366+$//%(,1$&&25'$1&(:,7+0$18)$&785(65(&200(1'$7,216
75$)),&6,*1$*( 3$9(0(170$5.,1*6
3$9(0(170$5.,1*66+$//%(7+(7<3(&2/256,=($1'/2&$7,2166+2:1217+(3/$16,)7+(,1)250$7,21217+(3/$16,6127&203/(7($1'$87+25,7<+$9,1*-85,6',&7,21'2(6127+$9(5(48,5(0(1765(*$5',1*7+,686(7+()2//2:,1*3$,176+$//%(6833/,(',1$&&25'$1&(:,7+$$6+72 0/$7(67$'',7,21&2/2566+$//%($6)2//2:6 <(//2:3$5.,1*67$//6+$1',&$3
3$5.,1*$1'&+$5$&7(563$5.,1*,6/$1'675$)),&&21752//(77(5,1*$1'&+$5$&7(56$1'),5(/$1(6 :+,7(6723%$563('(675,$1&5266,1*6$1'6723/(77(5,1*
7+(3$9(0(176+$//%(&/($1$1')5((2)',57'86702,6785(2,/6$1'27+(5)25(,*10$7(5,$/6$1<2/'3$9(0(170$5.,1*66+$//%(5(029('81/(663$,176$5(&203$7,%/($1'29(5/$<,'(17,&$//<7+(685)$&(2)7+(3$9(0(1735,25$33/,&$7,216+$//%('(*5((6)$1'5,6,1*81/(660$18)$&785(
65(&200(1'$7,216$5(*5($7(5
7+(6,*1$*(6+$//%(7+(7<3($1'/2&$7('3(57+('5$:,1*67+(6,*1$*(6+$//%(3529,'(',1$&&25'$1&(:,7+7+(/2&$/+,*+:$<&2817<+,*+:$<$1'1&'27,)/2&$/&2817<2567$7(&2'(6'2127(;,6786($$6+72 0
32676%5$&.(76$1')5$0(66+$//%(67((/3(5$670$$$$$*5$'($1'+27',3*$/9$1,=(',1$&&25'$1&(:,7+$670$$//&877,1*'5,//,1*2527+(532/(02',),&$7,2166+$//%(3$,17(':,7+*$/9$1,=,1*3$,17$//%2/761876$1':$6+(566+$//%(67$,1/(6667((/
3267+2/(66+$//%($0,1,0802))285)((7'((3$1',1&+(6,1',$0(7(581/(66322562,/625)5267&21',7,2165(48,5(*5($7(5'(37+6,*1326766+$//%(.(373/80%,1&+(62))%27720$1'&(17(5('$636,&21&5(7(,63/$&('$5281'7+(32677+(29(5$//6,*1$1'32676<67(06+28/'%($%/(72:,7+67$1'3281'63(5648$5()227
&2175$&7256&$13/$&(6,*162132676$)7(5&21&5(7(+$6&85(')256(9(1'$<625ô675(1*7+,6$&+,(9('
$//+$1',&$3675,3,1*$1'6,*1$*(6+$//0((77+($0(5,&$16:,7+',6$%,/,7,(6$&7 $'$ 5(48,5(0(176),5(/$1(675,3,1*$1'6,*1$*(6+$//0((77+(5(48,5(0(1762)7+(/2&$/%8,/',1*,163(&725$1'),5('(3$570(17
GENERAL CONSTRUCTION NOTES
7+(7(502)2:1(5$686(',17+(6(63(&,),&$7,216$1'127(66+$//,1&/8'(7+(2:1(52)7+(3523(57<7+(&203$1<253$57<7+$7+,5('7+(&2175$&7257+(&203$1<253$57<7+$76,*1('7+(&2175$&7)257+,6:25.$1'7+($*(1762)($&+7+(2:1(5
65(35(6(17$7,9(6+$//%(7+(,1',9,'8$/25
3$57<$66,*1('%<7+(2:1(572%(7+(2:1(5
65(35(6(17$7,9(
7+(&2175$&7256+$//%(5(63216,%/()25$//7(0325$5<3(50,76&211(&7,213(50,76)((6,163(&7,216$1'5(&25'.((3,1*5(48,5('%<$//081,&,3$/87,/,7<+($/7+(19,5210(17$/67$7(25)('(5$/$*(1&,(67+$70$<+$9(-85,6',&7,21)857+(5025(7+(&2175$&7256+$//%(5(63216,%/(720((725
(;&(('$//5(48,5(0(1762)7+($*(1&,(625$87+25,7,(6+$9,1*-85,6',&7,2129(5+,6:25.$//&21)/,&76,15(48,5(0(1762)',))(5(17$*(1&,(6$87+25,7,(6$1'257+('(6,*16+$//%(%528*+7727+($77(17,212)7+(2:1(5
65(35(6(17$7,9(%()25(352&((',1*
7+(&2175$&7256+$//%(5(63216,%/(72/2&$7($1'0$,17$,17+(3523(57<$1'352-(&7/,0,767+528*+2877+(352-(&7$//&21)/,&76%(7:((17+('(6,*1$1'7+(352-(&73523(57</,0,766+$//%(%528*+7727+($77(17,212)7+(2:1(5
65(35(6(17$7,9(%()25(352&((',1*81/(66'(6&5,%(',17+(
&2175$&7'2&80(176256+2:1217+('5$:,1*67+(2:1(5+$61276(&85('$1<5,*+72):$<6($6(0(17625$*5((0(176:,7+27+(53523(57<2:1(56253523(57<86(567+(5()25(,76+$//%(7+(&2175$&725
65(63216,%,/,7<726(&85($1'0$,17$,1$1<7(0325$5<5,*+72):$<6($6(0(176
3(50,7625$*5((0(176+(0$<1(('723(5)250+,6:25.$//68&+$*5((0(1766+$//+2/'7+(2:1(5(1*,1((5$1'+,6$*(176+$50/(66$1'7+(5(63216,%,/,7<2)7+(&2175$&72572%($5$//&26767+(&2175$&7256+$//&23<7+(2:1(5215(/($6(62)$//$*5((0(17635,2572),1$/3$<0(17%<7+(
2:1(5727+(&2175$&725
81/(6627+(5:,6(127('217+('5$:,1*625,17+(&2175$&7'2&80(1767+(&2175$&7256+$//%(5(63216,%/()25$//&216758&7,216859(</$<287$1'5(&25''5$:,1*6)257+,6&2175$&7$1<&21)/,&76,16859(</$<287$1'7+('(6,*125$*(1&,(65(48,5(0(1766+$//%(%528*+7727+($77(17,21
2)7+(2:1(5
65(35(6(17$7,9(35,2572352&((',1*:,7+7+(:25.7+(&2175$&7256+$//3527(&7$1'6$)(*8$5'$//(;,67,1*6859(<02180(176&21752/$1'7,('2:167+(&2175$&7256+$//3$<$//&2676725(3$,5255(3/$&(''$0$*('6859(<02180(176&21752/$1'7,('2:16
12&+$1*(6727+('(6,*1250$7(5,$/663(&,),('0$<%(0$'(:,7+287:5,77(1$87+25,=$7,21%<7+((1*,1((525,17+(&$6(2)87,/,7,(62552$':25.72%('(',&$7('7+($87+25,7<5(&(,9,1*'(',&$7,21$77+((1'2)7+(&2175$&77+(&2175$&7256+$//3529,'(727+(2:1(5$5(&25'6(72)
'5$:,1*5()/(&7,1*$//&+$1*(60$'(%<7+(&2175$&725'85,1*&216758&7,21
(526,21&21752/,61(&(66$5<:+(1(9(56(',0(17'867(526,2125&217$0,1$7('5812))0$<2&&857+(&2175$&7256+$//%(5(63216,%/(723/$&($1'0$,17$,1:+$7(9(5(526,21&21752/255812))3527(&7,21,65(48,5('723527(&7+,6:25.7+(:25.2)27+(567+(352-(&7$'-$&(17
3523(57,(6$1'7+(+($/7+$1':(//%(,1*2)7+(:25.(5638%/,&$1'6855281',1*1$785$/5(6285&(67+(<6+$//%()$0,/,$5:,7+$//)('(5$/67$7($1'/2&$/5(48,5(0(1765(*$5',1*(526,21$1'5812))&21752/
7+(&2175$&7256+$//%()$0,/,$5:,7+7+(352-(&76,7($1'$//$'-$&(173('(675,$175$)),&$1'%86,1(6686(67+(&2175$&7256+$//7$.(:+$7(9(535(&$87,216$1'67(361(&(66$5<720$,17$,16$)(7<$1'23(5$7,212)7+(6(86(6,1$&&25'$1&(:,7+)('(5$/67$7(&2817<$1'/2&$/
5(48,5(0(1767+(&2175$&7256+$//%(5(63216,%/()25&2676$1''$0$*(6&$86(')520+,6)$,/85(727$.(3523(5$1'$'(48$7(35(&$87,2167+(&2175$&7256+$//%()$0,/,$5:,7+$//)('(5$/67$7($1'/2&$/5(48,5(0(1765(*$5',1*7+(6(86(6
7+(&2175$&7256+$//%(5(63216,%/()25&2676$1''(/$<6$662&,$7(':,7+:($7+(5*5281':$7(5$1'27+(52&&855(1&(67+$7&28/'%((;3(&7('25$5(&20021:,7+7+,67<3(:25.7+(&2175$&7256+$//5(9,(:$//3(57,1(17'2&80(176,1&/8',1*62,/65(3257662,/6%25,1*6$1'27+(562,/25
6,7('$7$
7+(&2175$&7256+$//%(5(63216,%/(726$9($1'3527(&7+,6:25.7+528*+2877+(&2175$&7$1<'$0$*(65(48,5,1*5(3$,56255(3/$&(0(176+$//%(&255(&7('%<7+(&2175$&725$7+,6(;3(16(
:+(1:25.,6'21(:,7+,1$52$'87,/,7<2535,9$7(($6(0(175,*+72):$<2527+(53523(57<$*5((0(177+(&2175$&7256+$//'2$//:25.:,7+,17+$7$5($3(57+($87+25,7<+$9,1*-85,6',&7,21
:+(16(3$5$7(6,7($1'%8,/',1*&2175$&76$5(3(5)250('7+(6,7(&2175$&7256+$//%(5(63216,%/(72%5,1*87,/,7,(672:,7+,1)((72)%8,/',1*)$&(81/(66127('27+(5:,6(21'5$:,1*625&2175$&7'2&80(176
$//87,/,7,(6$5(6+2:13(5685)$&(6859(<6$1'255(&25'0$36$1'0$<9$5<)520$&78$/,1),(/'/2&$7,2167+(&2175$&725,65(63216,%/()25$//87,/,7<67$.(2876$1'/2&$7,1*87,/,7,(635,2572&200(1&,1*:25.7+(&2175$&7256+$//&$//7+(1257+&$52/,1$21(&$//&(17(5$7/($67+2856
35,2572%(*,11,1*:25.$1<'$0$*(7287,/,7,(6'8(72,03523(567$.(287/$&.2)67$.(287257+()$,/85(729(5,)<',))(5(1&(6%(7:((1'5$:,1*6$1'$&78$/),(/'&21',7,216:,//%(7+(5(63216,%,/,7<2)7+(&2175$&725725(3$,55(3/$&(253$<'$0$*(6$712(;3(16(727+(&2175$&7
TERMITE CONTROL NOTES
68%0,70$18)$&785(5
667$1'$5':$55$17<,1&/8'(/$%25$1'0$7(5,$/6725(3$,5255(3/$&('()(&7,9(0$7(5,$/6:$55$17<3(5,2'6+$//%(<($56
&203/<:,7+*29(51,1*&2'(6$1'5(*8/$7,2163529,'(352'8&762)$&&(37$%/(0$18)$&785(56:+,&++$9(%((1,16$7,6)$&725<86(,16,0,/$56(59,&()257+5((<($5686((;3(5,(1&(',167$//(56'(/,9(5+$1'/($1'6725(0$7(5,$/6,1$&&25'$1&(:,7+0$18)$&785(5
6,16758&7,216
62,/75($70(170$7(5,$/66+$//%($5)('(5$/5(*,675$7,21180%(52)86(19,5210(17$/3527(&7,21$*(1&<$1'$&&(37$%/(72$87+25,7,(6+$9,1*-85,6',&7,21,)$&&(37$%/(352'8&760$<,1&/8'(&+/2523<5,)263(50$7+5,1&<3(50(7+5,1()(19$/(5$7(,62)(13+26(
75($762,/,1675,&7&203/,$1&(:,7+1$7,21$/3(67&21752/$662&,$7,2167$1'$5'6$1':,7+0$18)$&785(5
635,17(',16758&7,216$1'5(&200(1'$7,216
75($7$5($681'(5)/2256/$%635,25723/$&(0(172)&21&5(7(,)3266,%/(72$92,''5,//,1*75($7$5($62876,'()281'$7,21:$//6$)7(5(;&$9$7,21),//,1*$1'*5$',1*$5(&203/(7('2127$33/<75($70(1772)52=(125(;&(66,9(/<:(762,/6
32676,*16$1'27+(5:$51,1*6,1',&$7,1*7+$762,/32,621,1*+$6%((1$33/,('3527(&73(56216$1'3523(57<)520,1-85<25'$0$*()52062,/75($70(17:25.
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
GENERAL NOTES
6,7(3/$16
6$1,7$5<6(:(56<67(0
:$7(56<67(0 6(59,&(6
67250:$7(56<67(0
7+(67250:$7(56<67(06+$//%(6833/,('$1'3/$&(',1$&&25'$1&(:,7+$///2&$/67$7($1')('(5$/5(48,5(0(1767+(/2&$/67250:$7(5$87+25,7<)257+,6352-(&7,61(:+$129(5&2817< 1&'(4$1'7+((526,21&21752/$1'5812))$87+25,7<,61(:+$129(5&2817<
67250'(6,*1,1&/8'(60$1<9$5,$%/(668&+$63,3(528*+1(66&2()),&,(177+$7&$1$))(&77+($&78$/),1$/5812)),)12$/7(51$7,9(0$7(5,$/6$5(/,67('217+(87,/,7<'5$:,1*61268%67,787,2160$<%(0$'(%<7+(&2175$&72581/(66),5675(9,(:('$1'$&&(37('%<7+((1*,1((5
:+(1(9(5&/($16721(,686(')25%('',1*%$&.),//25(1&$6(0(17),/7(5)$%5,&6+$//%(3/$&('%(7:((17+(1$785$/$1'%$&.),//62,/67235(9(170,*5$7,212)),1(6,1727+(92,'6$61(&(66$5<$17,6((3&2//$566+$//$/62%(,1&25325$7('$77+(352-(&7/,0,7$1'$/21*7+(3,3(7235(9(17
:$7(5)/2::,7+,17+(6721(%('',1*25(1&$6(0(17$17,6((3&2//$560$<127%(5(48,5(':+(186,1*3(5)25$7('3,3($17,6((3&2//$566+$//%(,1&25325$7('$7321'$1'%$6,1287/(767235(9(17:$7(50,*5$7,21$/21*3,3(%('',1*25(1&$6(0(170$7(5,$/
$//672500$7(5,$/6,=(67<3(6$1'63(&,),&6$5(/,67('217+('5$:,1*6,)7+(3/$16'2127/,67$//,1)250$7,2125$5(81&/($586(7+()2//2:,1*
672503,3(,1&+(6$1'836+$//%(&2558*$7('32/<(7+</(1(3,3( &33 :,7+60227+,17(5,25,1$&&25'$1&(:,7+$$6+720 0 $1'$670) ):,7+$0$11,1*)5,&7,21180%(5 1 2)25/(6681/(6662,/6$5(&216,67(17/<6$1'256$1'$1'*5$9(/:,7+127025(7+$125/(66
7+$13$66,1*7+(6,(9($1'3$66,1*7+(,1&+6,(9(7+(3,3(:,//%((1&$6(',1$81,)250*5$9(/:,7+127025(7+$125/(667+$13$66,1*7+(6,(9($1'3$66,1*7+(,1&+6,(9()5206,;,1&+(6%(/2:726,;,1&+(6$%29(7+(2876,'(2)3,3(,167$//,1$&&25'$1&(:,7+$670
) $1'7+(0$18)$&785(65(&200(1'$7,216
672503,3(%(/2:,1&+(66+$//%(32/<9,1</&+/25,'( 39& 3(5$670'6'5:,7+*$6.(763(5$670'(/$6720(5,&6($/7+(3,3(6+$//%(%(',1&+(6%(/2:$1'83+$/),76',$0(7(5:,7+$81,)2500,;2)*5$9(/25&586+6721(3$66,1*7+(6,(9($1'723$66,1*7+(
6,(9(7+(0,;6+$//%(6833/(0(17('$61(('('725(029(92,'6,1&25325$7(),/7(5)$%5,&$5281'%('',1*25&5$'/(6721(,)*5281':$7(56,/76256$1'6$5((1&2817(5('
(1'6(&7,2166+$//%(7+(6$0(0$7(5,$/$67+(35(&(',1*3,3($1'$335235,$7(&2//$5
0$1+2/(66+$//%(3529,'('3(5$670&:,7+67((/&25(32/<(7+</(1(67(367+(0$1+2/(6+$//%(6,=('72$0,1,0802))227*5($7(57+$17+(/$5*(67',$0(7(53,3((17(5,1*25(;,67,1*,1&5($6(6,=(2)0$1+2/(,),17+(6$0(+25,=217$/3/$1(7+(5(,67:2$5($6:+(5(7+($5($%(7:((1
7:23,3(6,6/(667+$1,1&+(625+$/9(257+(&,5&80)(5(1&(,66833257('%</(667+$12)7+(',$0(7(52)7+(0$1+2/(,19(5766+$//%(60227+&$67,13/$&(&21&5(7(81/(6627+(5:,6(,1',&$7(',1&+:((36&29(5:,7+),/7(5)$%5,&$1',1&+6721(6+$//%(3529,'('$77+(&52:12)
3,3(6$1'$768%*5$'((/(9$7,21*$6.(76%(7:((15,6(566+$//%(58%%(53(5$670&$'-8670(175,1*66+$//%(35(&$67&21&5(7(36,$1'72$,5(175$,10(17
,1/(766+$//0((77+(6$0(5(48,5(0(176$67+26(/,67(')250$1+2/(6
*5$7(66+$//%(5(7,&8/,1($1'*$/9$1,=('3(5$670$0,1,080*5$7(23(1,1*6,=(:,//%(,1&+(6;,1&+(6$1''(6,*1)25$0,1,0802)+/2$',1*
0$1+2/()5$0(6$1'&29(566+$//%(3(5$670$&/$66%)8//<&2$7(':,7+7+(/(77(5,1*³67250´&$67,172,77+(0,1,0806,=(:,//%($,1&+,16,'(23(1,1*$1''(6,*1)25$0,1,0802)+/2$',1*
&/($128766+$//%(0$'(2)7+(6$0(3,3(0$7(5,$/$67+(&$55,(53,3($&$67,521)5$0($1'&29(56+$//%(3529,'(')25$&&(66$7*5$'($1''(6,*1(')25+/2$',1*7+(&/($12876+$//%((1&$6(',16721(2)7+(6$0(7<3($67+(3,3(%('',1*)257+()8//'(37+2)7+(&/($1287
5,35$36+$//%(3/$&('$77+((1'2)$//287)$//6758&785(681/(6627+(5:,6(127('7+(5,35$36+$//%($&/($1'85$%/(6721(:,7+$9(5$*(:(,*+762)3281'67+(5,35$36+$//%(3/$&('21)2272)*5$9(/68%%$6(2567$%,/,=,1*)$%5,&
81/(6627+(5:,6(127('75(1&+'5$,166+$//%(0$'(:,7+,1&+3(5)25$7('&2558*$7('32/<(7+</(1(3,3((1&$6(',1&/($16721(6,=('%(7:((1,1&+$1'ó,1&+$1'7+(1:5$33(',1),/7(5)$%5,&2876,'(',0(16,2162)7+(75(1&+'5$,1:,//127%(/(667+$1)227
$//-2,176%(7:((13,3(6$1'35(&$676758&785(66+$//%(0257$5('7,*+7
$//3,3(6+$//%(3/$&(',1$&&25'$1&(:,7+7+(0$18)$&785(65(&200(1'$7,21$1'727+(/,1(6$1'*5$'(66+2:1217+('5$:,1*6&$5(6+$//%(*,9(1'85,1*%$&.),//23(5$7,21612772029(25'$0$*(3,3(25$33857(1$1&(6:+,/($&+,(9,1*7+($335235,$7(&203$&7,215(48,5(0(176
$//6<67(066+$//%(9,68$//<,163(&7(')25$/,*10(17$1':25.0$16+,3$//'(%5,6',572527+(5)25(,*12%-(&766+$//%(5(029('$1'7+(6<67(0)/86+('&/($1
$1<3,3(6)281':,7+',$0(7(5'()/(&7,216*5($7(57+$12)7+(63(&,),('3,3(',$0(7(5:,//%(5(3$,5('255(3/$&('$1<$/,*10(17',))(5(17,$/6*5($7(57+$12)7+(',$0(7(52)7+(3,3(:,//%(&255(&7('255(3/$&('
$1<&/($1,1*5(3$,56255(3/$&(0(175(48,5(''8(72)$,/85(2)7(67,1*253225:25.0$16+,36+$//%('21(%<7+(&2175$&725$712$'',7,21$/(;3(16(727+(&2175$&7
)$,/85(2)$1<7(67,1*6+$//5(48,5(7+(&2175$&725725(3$,5255(3/$&('7+()$,/('6(&7,21$712$'',7,21$/(;3(16(727+(&2175$&7
UTILITY NOTES
6$1,7$5<6(:(56<67(0
:+(1(9(5&/($16721(,686(')25%('',1*%$&.),//25(1&$6(0(17),/7(5)$%5,&6+$//%(3/$&('%(7:((17+(1$785$/$1'%$&.),//62,/67235(9(170,*5$7,212)),1(6,1727+(92,'6$61(&(66$5<$17,6((3&2//$566+$//$/62%(,1&25325$7('$77+(352-(&7/,0,7$1'$/21*7+(3,3(7235(9(17:$7(5)/2::,7+,17+(6721(%('',1*25(1&$6(0(17
$//6$1,7$5<6(:(50$7(5,$/6,=(67<3(6$1'63(&,),&6$5(/,67('217+('5$:,1*6,)7+(3/$16'2127/,67$//,1)250$7,2125$5(81&/($586(7+()2//2:,1*
81/(6627+(5:,6(127('6$1,7$5<3,3($1'),77,1*66+$//%(32/<9,1</&+/25,'( 39& 3(5$670'6'5:,7+*$6.(763(5$670'(/$6720(5,&6($/7+(3,3(6+$//%(%(',1&+(6%(/2:$1'83+$/),76',$0(7(5:,7+&/($16721(2)$81,)2500,;2)*5$9(/25&586+6721(3$66,1*7+(6,(9($1'723$66,1*7+(6,(9(7+(0,;6+$//%(6833/(0(17('$6
1(('('725(029(92,'6,1&25325$7(),/7(5)$%5,&$5281'%('',1*25&5$'/(6721(,)*5281':$7(56,/76256$1'6$5((1&2817(5('
)25&(0$,13,3(6+$//%(32/<9,1</&+/25,'( 39& 3(5$670'6'525/2:(5,)35(6685(6$5(+,*+,16<67(0:,7+*$6.(763(5$670' $1'(/$6720(5,&6($/7+(3,3(6+$//%((1&$6(',1$5812)&586+6721(25*5$9(/0$7(5,$/:,7+3$66,1*7+(6,(9($1'723$66,1*7+(6,(9(7+(0,;6+$//%(6833/(0(17('$61(('('725(029(92,'6,1&25325$7(
),/7(5)$%5,&$5281'%('',1*25&5$'/(6721(,)*5281':$7(56,/76256$1'6$5((1&2817(5('
0$1+2/(66+$//%(3529,'('3(5$670&:,7+67((/&25(32/<(7+</(1(67(36*$6.(76%(7:((15,6(566+$//%(58%%(53(5$670&$1'0257$5(':$7(57,*+7:,7+$:$7(53522)3/8*0257$57+(,19(576+$//%(0$'(:,7+&21&5(7(25ò5281'6(&7,212)3,3(3,3(-2,1766+$//%($35(66:('*(25&$67,13/$&(%227%27+:,//+$9($'',7,21$/92,'6),//(':,7+
:$7(53522)3/8*0257$5$'-8670(175,1*66+$//%(35(&$67&21&5(7(36,$1'72$,5(175$,10(17(;7(5,250$1+2/(66+$//%(&2$7(':,7+$6($/&2$7$&&(37$%/(727+($87+25,7<+$9,1*-85,6',&7,21
&/($128766+$//%(0$'(2)7+(6$0(3,3(0$7(5,$/$67+(&$55,(53,3($&$67,521)5$0($1'&29(56+$//%(3529,'(')25$&&(66$7*5$'($1''(6,*1(')25+/2$',1*7+(&/($12876+$//%((1&$6(',16721(2)7+(6$0(7<3($67+(3,3(%('',1*)257+()8//'(37+2)7+(&/($1287&/($128766+28/'%(12025(7+$1 )((7$3$5721/$7(5$/6
0$1+2/()5$0(6$1'&29(566+$//%(3(5$670$&/$66%)8//<&2$7(':,7+7+(/(77(5,1*³6$1,7$5<´&$67,172,77+(0,1,0806,=(:,//%($,1&+,16,'(23(1,1*$1''(6,*1)25$0,1,0802)+/2$',1*
$//3,3(6+$//%(3/$&(',1$&&25'$1&(:,7+7+(0$18)$&785(65(&200(1'$7,21$1'727+(/,1(6$1'*5$'(66+2:1217+('5$:,1*6&$5(6+$//%(*,9(1'85,1*%$&.),//23(5$7,21612772029(25'$0$*(3,3(25$33857(1$1&(6:+,/($&+,(9,1*7+($335235,$7(&203$&7,215(48,5(0(176
$//6<67(066+$//%(9,68$//<,163(&7(')25$/,*10(17$1':25.0$16+,3$//'(%5,6',572527+(5)25(,*12%-(&766+$//%(5(029('$1'7+(6<67(0)/86+('&/($1
$//7$36720$,1/,1(66+$//%(0$'(:,7+6$''/(6:+(17+(7$3,6ò7+(',$0(7(525/(662)7+((;,67,1*3,3(%870$'(:,7+$6/((9(:+(17+(7$3,6*5($7(57+$1ò7+(',$0(7(525(48$/727+((;,67,1*3,3(,)&211(&7,216$5(5(48,5('72(48$/6,=(3,3(62),1&+(625*5($7(5$0$1+2/(6+28/'%(,167$//('29(57+(&211(&7,2132,17$1',19(576)250(':+(1&211(&7,1*72
$1(;,67,1*0$1+2/(7+(&211(&7,1*3,3(+2/(6+$//%(&25('$1'$35(66:('*(,167$//('7+(&211(&7,216+$//%(0257$5('83:,7+:$7(53522)3/8*0257$5,16,'(7+((;,67,1*0$1+2/(7+((;,67,1*,19(576+$//%(%52.(287,1$0$11(57+$73527(&76)520'(%5,6(17(5,1*7+(/,9(6<67(0:+,/($1(:,19(57,6)250('
6$1,7$5<0$1+2/(66+$//%(9,68$//</$03('$)7(5%$&.),//729(5,)<$/,*10(17&/($1/,1(66$1'7+$77+(5(,612'$0$*(727+(6<67(0$)7(57+(6<67(0+$6%((1%$&.),//(')25'$<67+(6<67(0:,//%(5(/$03('$1'0$<%(7(67(':,7+$0$1'5(/6,=('$7 2)7+(,17(1'(',16,'(',$0(7(5
*5$9,7<6<67(066+$//%($,57(67('%(7:((10$1+2/(67236,)250,187(63(5$670))253/$67,&3,3(6
0$1+2/(66+$//%(7(67('6(3$5$7(/<)25/($.$*(25,1),/75$7,2186,1*$670& 7+($//2:('/($.$*( *$//216^ )((72)',$0(7(5 )((72)+($' 2)+2856 `$1'7+(7(676+$//581)25+2856
:+(11(&(66$5<729(5,)<6<67(0,17(*5,7<7+((17,5(6<67(00$<%(7(67(')25,1),/75$7,21$1'(;),/75$7,2186,1*$670& 7+(6<67(06+$//%(%52.(183,1726(&7,216:+(11(&(66$5<72&216,'(5*5281':$7(5'(37+/(1*7+$1'(/(9$7,21',))(5(1&(6
)$,/85(2)$1<7(67,1*6+$//5(48,5(7+(&2175$&725725(3$,5255(3/$&('7+()$,/('6(&7,21$712$'',7,21$/(;3(16(727+(&2175$&7
$)7(5$//7(67,1*,6&203/(7($1'%()25(7+(6<67(0,67851('29(5727+($87+25,7<+$9,1*-85,6',&7,217+(6<67(06+$//%(&+(&.('729(5,)<,7,6&/($1$1')5((2)',57'(%5,6$1'27+(5)25(,*10$77(57+(&2175$&7256+$//&/($1$1<6(&7,2165(48,5,1*68&+$712$'',7,21$/(;3(16(727+(&2175$&7
:$7(56723256((3$*(&2//$566+$//%(,1&25325$7('$7352-(&7/,0,7$7$//(/(9$7,21&+$1*(62)
81/(6663(&,),&/2&$7,216$5(6+2:1213/$16
:$7(56<67(0 6(59,&(6
7+(:$7(56<67(06$1'6(59,&(66+$//%(6833/,('$1'3/$&(',1$&&25'$1&(:,7+$///2&$/67$7($1')('(5$/5(48,5(0(1767+(/2&$/:$7(5$87+25,7<)257+,6352-(&7,6&$3()($538%/,&87,/,7<$87+25,7<$1'7+(+($/7+'(3$570(17,61(:+$129(5&2817<
$//:$7(53,3,1*),77,1*6$1'$33857(1$1&(66+$//%(3/$&('$0,1,0802),1&+(6%(/2:)5267/,1(25)((7:+,&+(9(5,6*5($7(53,3(6,=(6,1&+(6$1'836+$//%('8&7,/(,5212532/<9,1</&+/25,'($6,1',&$7('217+('5$:,1*6 ,)1276+2:186('8&7,/(,521 3,3(6,=(6%(/2:,1&+(66+$//%(&233(52532/<(7+</(1($6,1',&$7('217+('5$:,1*6 ,)1276+2:186(&233(5
7+(0,1,0806(3$5$7,21%(7:((1:$7(56(59,&(6$1'6(:(5/,1(66+$//%(,1&+(60($685('9(57,&$//<)5202876,'(722876,'(2)3,3($77+(&5266,1*$67$1'$5'/(1*7+2):$7(53,3(6+$//%(&(17(5$77+(&5266,1*720$;,0,=(7+(',67$1&(%(7:((17+(&5266,1*$1'7+(1($5(67:$7(56(59,&(3,3(-2,17:+(17+(:$7(56(59,&(581681'(57+(6(:(5/,1($*5$9(/25
&586+6721(%$&.),//0((7,1*7+(5(48,5(0(1762)68%%$6(6+$//%(3/$&('$1'&203$&7('$5281'7+(:$7(53,3(83+$/)7+(',$0(7(52)7+(6(:(53,3(723529,'($'(48$7(6833257727+(6(:(5/,1(:$7(56(59,&(6$1'6(:(5/,1(65811,1*3$5$//(/6+$//+$9($0,1,0806(3$5$7,212))((70($685(')5202876,'(2)3,3(722876,'(2)3,3(
,)7+($87+25,7<+$9,1*-85,6',&7,21'2(6127+$9(63(&,),&5(48,5(0(1765(*$5',1*0$7(5,$/6$1'3/$&(0(177+()2//2:,1*:,//%(86('
'8&7,/(,5213,3(6+$//%(3529,'(',1$&&25'$1&(:,7+$::$& ,1&+',$0(7(5$1'*5($7(56+$//%(&/$66 $1' ,1&+(6$1'60$//(56+$//%(&/$66 '8&7,/(,5213,3(6+$//%(/,1(':,7+$&(0(170257$5$1'6($/&2$7(',1$&&25'$1&(:,7+$::$&*$6.(766+$//%(3529,'(',1$&&25'$1&(:,7+$::$&),77,1*66+$//%('8&7,/(,521,1$&&25'$1&(:,7+$::$
&&203$&7),77,1*6:,7+$35(6685(5$7,1*2)36,
67$1'$5''8&7,/(,52125&$67,521),77,1*66+$//%(6833/,(',1$&&25'$1&(:,7+$::$&:,7+$35(6685(5$7,1*2)36,7+(/,1,1*$1'*$6.(76)257+(),77,1*6+$//0((77+(6$0(5(48,5(0(176$67+(3,3(3/$67,&:5$33,3(6,1$&&25'$1&(:,7+$::$&$1'7$5&2$7$//),77,1*%2/76:+(1(9(562,/6$5(35,0$5,/<&/$<251273+%$/$1&('6((62,/65(3257)2562,/6
7<3($1'5(&200(1'$7,216
39& 32/<9,1</&+/25,'( 3,3(6+$//%()851,6+(',1$&&25'$1&(:,7+$::$& )253,3(,1&+(625*5($7(5$1'$670'6&+('8/(*$6.(763(5$670)(/$6720(5,&6($/62/9(17&(0(173(5$670')253,3(660$//(57+$1,1&+(67(1*$8*(&233(575$&(5:,5(6+$//%(3/$&(':,7+$//3,3(
7+58675(675$,1766+$//%(86('$7$//),77,1*63/8*6$1'$33857(1$1&(67+$7&$86($&+$1*(,1',5(&7,21)/2:25$5(68%-(&7727+586725+$00(5,1*%<:$7(5)/2:7+58675(675$,16:,//,1&/8'(&21&5(7(7+5867%/2&.6 36, $1&+25,1*-2,176$1'7,(52'6&21&5(7(7+5867%/2&.66+$//%(86('81/(6663$&($&&(66250$,17(1$1&(5(675$,16352+,%,77+(,586(
&233(5:$7(53,3(6+$//%(6833/,(',1$&&25'$1&(:,7+$670%7<3(.6($0/(66:,7+),77,1*63(5$::$&
3( 32/<(7+</(1( 3,3(6+$//%()851,6+(',1$&&25'$1&(:,7+$::$& $1'$670'
*$7(9$/9(66+$//%(1215,6,1*67(0'28%/(',6&%521=(',6&5(6,/,(176($7('&$67,52125'8&7,/(,521%2'<$1'%211(7,1$&&25'$1&(:,7+$::$& $1'35(6685(5$7(')2536,7(1*$8*(&233(575$&(5:,5(:,//%(3/$&(':,7+$//3,3(6
9$/9(%2;6+$//%(&$67,521:,7+$%$6(&203$7,%/(:,7+9$/9(,1&+(6,1',$0(7(56&5(:7<3((;7(16,21$7723$1'$&29(57+$75($'6³:$7(5´
&85%672366+$//+$9($%521=(%2'<*5281'.(<3/8*25%$//:,7+:,'(7((+($'7+(&85%67236+$//%(&203$7,%/(:,7+$'-2,1,1*3,3(67+(6(59,&(%2;6+$//+$9($7(/(6&23,1*7236(&7,21:,7+$/(1*7+7+$7:,//3/$&(7+($'-8670(17&(17(5(':+(1%85,('727+($335235,$7('(37+7+(6(59,&(%2;6+$//%(2)$6,=($1'7<3(7+$7,6&203$7,%/(:,7+7+(&85%67237+(
&29(56+$//+$9(7+(/(77(5,1*³:$7(5´
$//0(7(569$8/76$1'%$&.)/2:6+$//0((77+(5(48,5(0(1762)7+(+($/7+'(3$570(17$1'27+(5$*(1&,(6+$9,1*-85,6',&7,21
),5(+<'5$1766+$//&21)250727+(5(48,5(0(1762)7+(/2&$/:$7(5$87+25,7<),5('(3$570(17$1'$::$&'5$,16721(6+$//+$9(3$66,1*7+(ò,1&+6,(9( 3$66,1*7+(,1&+6,(9( 3$66,1*7+(ò,1&+6,(9($1'3$66,1*7+(ó,1&+6,(9($//+<'5$176:,//,1&/8'($*$7(9$/9($1'%2;/2&$7('$77+(+<'5$17%5$1&+726+872))7+(+<'5$17/,1(
'8&7,/(,5213,3(6+$//%(,167$//(',1$&&25'$1&(:,7+$::$&$1'%((1&$6(',16(/(&7%$&.),//:+,&+:,//0($1126721(27+(50$7(5,$/*5($7(57+$1,1&+(6,1$1<',5(&7,21
39&3($1'&233(53,3(6+$//%(3/$&('3(50$18)$&785(65(&200(1'$7,216$1'(0%(''(',1$,1&+6$1'(1&$6(0(170($685(')5202876,'(685)$&(2)7+(3,3(727+(2876,'(2)6$1'(1&$6(0(17
$//%('',1*$1'(1&$6(0(1766+$//%(&203$&7(':,7+&$5(72$&+,(9(3523(5&203$&7,21:,7+287'$0$*,1*7+(3,3(),77,1*625$33857(1$1&(6
$//:$7(50$,16),77,1*6$1'9$/9(66+$//%(7(67(')2535(6685($1'/($.$*(,1$&&25'$1&(:,7+$::$&7(67:$7(56+$//%(327$%/(7(6735(6685(66+$//127%(/(667+$17,0(67+(:25.,1*35(6685($77+(+,*+(6732,17$1'7,0(67+(:25.,1*35(6685($77+(7(67,1*32,177+(35(6685(0$<127'523025(7+$136,'85,1*7+(+2857(67/($.$*(:,//127
(;&(('025(7+$1 / ^6' 3 ò` :+(5(³/ $//2:$%/(/($.$*(,1*$//2163(5+285´³6 /(1*7+2)3,3(7(67(',1)((7´³' 120,1$/',$0(7(52)3,3(,1,1&+(6´³3 $9(5$*(7(6735(6685('85,1*7(67,13281'63(5648$5(,1&+ *$8*( '85,1*7+(6$0(+285'85$7,21
$//7$3$1'25&211(&7,210$7(5,$/$1':25.6+$//%('21(,1$&&25'$1&(:,7+$1'&225',1$7(':,7+7+(/2&$/:$7(5$87+25,7<$1'+($/7+'(3$570(17:+(17+($87+25,7<625(48,5(67+(7$36$1'25&211(&7,2166+$//%('21(%<7+($87+25,7<7+(06(/9(6$1'3$,')25%<7+(&2175$&725
27+(5),77,1*$1'$33857(1$1&(61273$572)7+(0$,1/,1(7(67,1*6+$//%(7(67('%<9,68$/,163(&7,21)25/($.$*(81'(51250$/:25.,1*35(6685(6
$//0$,1/,1(6$1'$335235,$7($33857(1$1&(66+$//%()/86+('$1'',6,1)(&7(',1$&&25'$1&(:,7+$::$&$1'7+(5(48,5(0(1762)7+($335235,$7(+($/7+'(3$570(17
7+(&2175$&725:,//&225',1$7($//7(67,1*$1'',6,1)(&7,1*:,7+7+(:$7(5$87+25,7<$1'+($/7+'(3$570(17,)352)(66,21$/(1*,1((5&(57,),&$7,21,65(48,5('7+(&2175$&7256+$//127,)<7+(2:1(5
65(35(6(17$7,9($7/($677(1'$<635,25727+(67$572):25.
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
*
H
Q
H
U
D
O
1
R
W
H
V
G
Z
J
/
$
<
2
8
7
*
(
1
(
5
$
/
1
2
7
(
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
:0
:
9
:0
:9
:9
:
9
:9
*9
6
:
1
:
1
:
1
(
6
(
6
(
&
NOTES
%281'$5<$1'7232*5$3+,&'$7$3529,'('%<3$5.(5
$662&,$7(6,1&210$5&+
123257,212)7+,6352326('68%',9,6,21/,(6:,7+,1$)(0$
'(6,*1$7('<($5)/22'+$=$5'$5($3(5)(0$3$1(/
-'$7('$35,/
12685)$&(:$7(5625:(7/$1'6$5(35(6(17:,7+,17+(
352-(&7$5($
(;,67,1*9(*(7$7,21$1'1$785$/$5($6:,//%(3527(&7('72
7+(*5($7(67(;7(173266,%/(0,1,0$/&/($5,1*2)7+(/$1'
6+$//%(81'(57$.(1'85,1*'(9(/230(17
7+(87,/,7,(66+2:1$5(127*8$5$17(('72%($
5(35(6(17$7,212)$//87,/,7,(6:,7+,17+(352-(&7(;7(17
SOIL TYPES
.U.85(%6$1'723(5&(176/23(6
/H/(216$1'
/\/<11+$9(1),1(6$1'
5P5,0,1,6$1'723(5&(176/23(6
LEGEND
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
(
[
L
V
W
L
Q
J
&
R
Q
G
L
W
L
R
Q
V
G
Z
J
/$
<
2
8
7
(
;
,
6
7
,
1
*
&
2
1
'
,
7
,
2
1
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
EXISTING CONDITIONS
6,7(3/$16
6&$/(,1)((7
6&$/(
(;,67,1*3523(57</,1(
(;,67,1*6(7%$&./,1(
(;,67,1*0$-25&217285
(;,67,1*0,125&217285
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*62,//,1(
(;,67,1*75((/,1(
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
EX. PRIVATE ACCESS
EASEMENT WIDTH VARIES
PER MB 57, PG. 208
EX. 20' PRIVATE
DRAINAGE EASEMENT
PER MB 57, PG 207
DB 5691, PG 1629
DB 5691, PG 1638
EX. 4' WOOD
FENCE (TYP.)
AMBERLEIGH SHORES, LLC
PARCEL ID: R03600-005-384-000
DB 5788, PG 1053
ZONED: MF-M / CB
(WILMINGTON JURSIDICTION)
25' REAR SETBACK
E
X
.
3
6
"
R
C
P
EX. YARD INLET
TOP: 30.99'
INV: 23.59'
EX. PLANTER
BED WITH
TREES
AND SHRUBS
EX. PLANTER
BED WITH
TREES
AND SHRUBS
EXISTING NEW HANOVER COUNTY
WATER AND SEWER DISTRICT
20' UTILITY EASMENT
EXISTING DUKE ENERGY 30'
DISTRIBUTION LINE EASEMENT;
TO BE RELOCATED
PER MB 57, PG 208
DB 278, PG 138
DB 482, PG 435
EX. UTILITY POLE (TYP.)
EX. OVERHEAD POWER LINE;
TO BE RELOCATED
37.5' FRONT PAVEMENT SETBACK
EX. CATCH BASIN
TOP: 35.03
INV: 31.48 EX. SANITARY SEWER
FORCE MAIN (TYP.)
EX. UNDERGROUND VAULT
EX. FIBER OPTIC POST
EX. TRAFFIC SIGNAL BOX
BAYSHORE ESTATES INC.
PARCEL ID: R03600-005-386-000
DB 5691, PG 1638
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
25
'
R
I
G
H
T
S
I
D
E
S
E
T
B
A
C
K
30
'
L
E
F
T
S
I
D
E
S
E
T
B
A
C
K
100' FRONT BUILDING SETBACK
EX. UNDERGROUND VAULTS;
TO BE REMOVED
EX. LANDSCPAING LIGHT (TYP.)
EX. TRAFFIC SIGNAL BOX
EX. FIBER OPTIC POST
EX. 2 STORY
LOG CABIN
BUSINESS
EX. BLOCK
FOUNDATION
DASJA INCORPORATED
PARCEL ID: R03600-005-020-010
DB 5399, PG 2823
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
JAMES S. & BARBARA W. FURR
PARCEL ID: R03600-005-020-005
DB 3013, PG 435
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
Kr
Le
Rm
Ly
Rm
Rm
Ly
Ly
Kr
Kr
EX. 36" OAK
EX. 30" PINE
EX. (2) 18" MAGNOLIAS
EX. 30" OAK
EX. 24" PINE
EX. 30" DEAD PINE;
TO BE REMOVED
EX. 24" PINE
EX. 24" OAK
EX. 24" PINE
EX. 24" OAK EX. 24" OAK
EX. 24" PINE
EX. 24" OAK CLUSTER
WITH 36" BASE
EX. 24" OAK
EX. 24" PINE
EX. 24" PINE
EX. 24" PINE
EX. (2) 24" PINES
EX. 24" OAK EX. 36" OAK
EX. 26" OAK WITH TOP CUT OFF
EX. 24" PINE
EX. 24" PINE
EX. 24" PINE
EX. 8" MAGNOLIA
EX. 24" PINE
EX. 12" MAGNOLIA
EX. 24" PINE
EX. 24" PINEEX. 24" PINE
EX. 24" PINE
EX. 30" PINE EX. (2) 36" OAK
EX. (2) 30" PINES
EX. (2) 30" PINES
EX. 36" OAK
EX. 20" OAK
EX. 20" OAK
EX. 10" OAK
EX. 8" OAK
EX. 10" OAK
EX. 10" OAK
EX. 10" OAK
EX. 12" OAK
EX. 8" OAK
EX. 10" OAK
EX. 14" OAK
EX. 10" OAK
EX. 14" OAK
(;,67,1*3527(&7('75((
(;,67,1*3527(&7('
+$5':22'25&21,)(575((
!'%+72%(35(6(59('
(;,67,1*3527(&7(''2*:22'
$0(5,&$1+2//<25)/2:(5,1*
75((!'%+72%(35(6(59('
(;,67,1*75((:,7+12
3527(&7,215(48,5(0(176
(;,67,1*/$5*(6+58%
(;,67,1*60$//6+58%
EX. (3) 4"
FLOWERING TREES
EX. (2) 4" HOLLYS
EX. CATCH BASIN;
TO BE RELOCATED
TOP: 29.63
INV: 25.28
EX. 15"
R
C
P
CB ZONE
B-2 ZONE
MF-M ZONE
EX. MANHOLE
TOP: 32.88
INV: 26.07
EX. 4" PVC
SANITARY SEWER LINE
EX. 4" PVC
SANITARY SEWER LINE
EX. 8" PVC
SANITARY SEWER LINE
CURVE TABLE
CURVELENGTHRADIUSCHORDBEARING
&
6
(
EX. UTILITY POLE;
TO BE REMOVED
EX. UNDERGROUND POWER LINES;
TO BE REMOVED EX. UNDERGROUND
COMMUNICATION LINES;
TO BE REMOVED
(;,67,1*1$785$/*$6/,1(
SITE BENCHMARK
IRON STAKE FOUND WITH ALUMINUM CAP
"MO-17-08"
NORTHING: 198893.40
EASTING: 2362381.51
ELEV: 38.26'
TIE LINE
••••••••••••••••••••••••••••••••••••••••••
BAYSHORE ESTATES INC.
ZONED: B-2
AMBERLEIGH SHORES, LLC
ZONED: MF-M / CB
JAMES S. &
BARBARA W. FURR
ZONED: B-2
DASJA
INCORPORATED
ZONED: B-2
US HWY 17 (MARKET ST.)
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
LEGEND
%+,*+:$<%86,1(66',675,&7 1+&
&%&200(5&,$/%86,1(66 :,/0
0)008/7,3/()$0,/<5(6,'(17,$/
',675,&70(',80'(16,7< :,/0
CB
MF-M
B-2
:0
:
9
:
0
:9
:
9
:9
:9
*9
:0
:
9
:
0
:9
:
9
:9
:9
*9
NOTES
(;,67,1*75((6725(0$,1216,7(6+$//%(3527(&7('$7$//
7,0(67+528*+287&216758&7,2112&/($5,1*25*58%%,1*
6+$//7$.(3/$&(:,7+,175((3527(&7,21)(1&,1*
LEGEND
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
7
U
H
H
&
O
H
D
U
L
Q
J
G
Z
J
/
$
<
2
8
7
7
5
(
(
&
/
(
$
5
,
1
*
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
DU
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
TREE CLEARING PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
(;,67,1*3523(57</,1(
(;,67,1*6(7%$&./,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*75((/,1(
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
EX. PRIVATE ACCESS
EASEMENT WIDTH VARIES
PER MB 57, PG. 208
EX. 20' PRIVATE
DRAINAGE EASEMENT
PER MB 57, PG 207
DB 5691, PG 1629
DB 5691, PG 1638
AMBERLEIGH SHORES, LLC
PARCEL ID: R03600-005-384-000
DB 5788, PG 1053
ZONED: MF-M / CB
(WILMINGTON JURSIDICTION)
EX. PLANTER
BED WITH
TREES
AND SHRUBS
EX. PLANTER
BED WITH
TREES
AND SHRUBS
BAYSHORE ESTATES INC.
PARCEL ID: R03600-005-386-000
DB 5691, PG 1638
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
DASJA INCORPORATED
PARCEL ID: R03600-005-020-010
DB 5399, PG 2823
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
JAMES S. & BARBARA W. FURR
PARCEL ID: R03600-005-020-005
DB 3013, PG 435
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
EX. 36" OAK
TO REMAIN
EX. 30" PINE
TO BE REMOVED
EX. (2) 18" MAGNOLIAS
TO REMAIN
EX. 30" OAK
TO REMAIN
EX. 24" PINE
TO REMAIN
EX. 30" DEAD PINE;
TO BE REMOVED
EX. 24" PINE
TO REMAIN
EX. 24" OAK
TO REMAIN
EX. 24" PINE
TO BE REMOVED
EX. 24" OAK
TO BE REMOVED
EX. 24" OAK
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" OAK CLUSTER
WITH 36" BASE
TO BE REMOVED
EX. 24" OAK
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. (2) 24" PINES
TO BE REMOVED
EX. 24" OAK
TO BE REMOVED EX. 36" OAK
TO BE REMOVED
EX. 26" OAK WITH TOP CUT OFF
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
EX. 8" MAGNOLIA
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 12" MAGNOLIA
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 24" PINE
TO BE REMOVED
EX. 30" PINE
TO REMAIN
EX. (2) 36" OAK
TO REMAIN
EX. (2) 30" PINES
TO REMAIN
EX. (2) 30" PINES
TO BE REMOVED
EX. 36" OAK
TO BE REMOVED
EX. 20" OAK
TO BE REMOVED
EX. 20" OAK
TO REMAIN
EX. 10" OAK
TO REMAIN
EX. 8" OAK
TO REMAIN
EX. 10" OAK
TO REMAIN
EX. 10" OAK
TO BE REMOVED
EX. 10" OAK
TO BE REMOVED
EX. 12" OAK
TO BE REMOVED
EX. 8" OAK
TO BE REMOVED
EX. 10" OAK
TO REMAIN
EX. 14" OAK
TO REMAIN
EX. 10" OAK
TO REMAIN
EX. 14" OAK
TO REMAIN
(;,67,1*3527(&7('75((
725(0$,1
(;,67,1*3527(&7('
+$5':22'25&21,)(575((
!'%+725(0$,1
(;,67,1*3527(&7(''2*:22'
$0(5,&$1+2//<25)/2:(5,1*
75((!'%+725(0$,1
(;,67,1*75((:,7+12
3527(&7,215(48,5(0(176
725(0$,1(;,67,1*/$5*(6+58%
725(0$,1
(;,67,1*60$//6+58%
725(0$,1
EX. (3) 4"
FLOWERING TREES
TO REMAIN
EX. (2) 4" HOLLYS
TO REMAIN
(;,67,1*1$785$/*$6/,1(
352326('75((3527(&7,21)(1&(
352375((
3527(&7,21)(1&( 7<3
352326('/,0,72)',6785%$1&(
(;,67,1*3527(&7('75((
72%(5(029('
(;,67,1*3527(&7('
+$5':22'25&21,)(575((
!'%+72%(5(029('
(;,67,1*3527(&7(''2*:22'
$0(5,&$1+2//<25)/2:(5,1*
75((!'%+72%(5(029('
(;,67,1*75((:,7+12
3527(&7,215(48,5(0(176
72%(5(029('
(;,67,1*/$5*(6+58%
72%(5(029('(;,67,1*60$//6+58%
72%(5(029('
:0
:
9
:
9
:
9
:
9
*
9
SITE NOTES
$//',0(16,216$1'5$',,$5()520%$&.2)&85%
$//5$',,$5(
81/(6627+(5:,6(127('
3$5.,1*/27675,3,1*/,1(66+$//%(:,'(:,7+
0($685(0(176$/:$<6727+(675,3(6&(17(5/,1(
675,3,1*72%(<(//2:,1&2/25
3$5.,1*6,*1$*(6+$//+$9($
&/($5+(,*+7
352326('$'$3$5.,1*$1'67$//675,3,1*6+$//+$9(
6/23(61267((3(57+$1
352326('$&&(66,%/(5287(725,*+72):$<$1'
352326('6,'(:$/.66+$//+$9($5811,1*6/23(12
67((3(57+$1 $1'&52666/23(61267((3(5
7+$1
6((6+((7&)25$'',7,21$/6,7(127(6
SUMMARY INFORMATION
DEVELOPMENT NAME:$/',:,/0,1*7211&
SITE ADDRESS: 0$5.(767:,/0,1*7211&
PARCEL ID:5
TOTAL ACREAGE:
JURISDICTION:1(:+$129(5&2817<
CURRENT ZONING DISTRICT:%
EXISTING USE:9$&$17
PROPOSED USE:5(7$,/
SETBACKS:)5217
3$9(0(17
%8,/',1*
5,*+76,'(
/()76,'(
5($5
WATERSHED::+,7(2$.5,9(5
DOWNSTREAM STREAM:3$*(6&5((.
PROPOSED BUILDING USE:5(7$,/
PROPOSED BUILDING AREA:6)
PRE DEVELOPMENT IMPERVIOUS AREA (SF):6)
PRE DEVELOPMENT IMPERVIOUS AREA (%):
POST DEVELOPMENT IMPERVIOUS AREA (SF):6)
POST DEVELOPMENT IMPERVIOUS AREA (%):
REQUIRED PARKING:
6)#63$&(3(56) 63$&(6 $'$
$&&(66,%/(
PROPOSED PARKING:
727$/3$5.,1*63$&(6 $'$$&&(66,%/(9$1
$&&(66,%/(
REQUIRED BICYCLE PARKING:
63$&(3(56)2)5(7$,/63$&( 63$&(6
PROPOSED BICYCLE PARKING:
727$/%,&<&/(3$5.,1*63$&(6
DEVELOPER:
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
ENGINEER:
./(,1)(/'(5,1&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
6
L
W
H
3
O
D
Q
G
Z
J
/
$
<
2
8
7
6
,
7
(
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
SITE PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
S
.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R
/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
25' REAR SETBACK
37.5' FRONT PAVEMENT SETBACK
35
'
R
I
G
H
T
S
I
D
E
S
E
T
B
A
C
K
30
'
L
E
F
T
S
I
D
E
S
E
T
B
A
C
K
100' FRONT BUILDING SETBACK
35236)
%8,/',1*
))(
7<3
7<3
7<3
352326(''8.((1(5*<
',675,%87,21/,1(($6(0(17
352326('%,&<&/(5$&.:,7+
%,&<&/(3$5.,1*63$&(6
35235(7$,1,1*:$//
35236,'(:$/. 7<3
352387,/,7<32/( 7<3
3523
*8<:,5( 7<3
)281'$7,21
3/$17(5675,3
)281'$7,213/$17(5675,3
3523
'5,9(:$<(;3$16,21
35233/$17(5,6/$1'
&85%5(/2&$7,21
35235(675,3,1*2)
0$56+2$.672
&5($7(7851/$1(
LEGEND
(;,67,1*3523(57</,1(
(;,67,1*6(7%$&./,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*75((/,1(
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326('($6(0(17
352326('29(5+($'32:(5/,1(
3523'80367(5
3523758&.:(//
$63+$/7
$%&6721(
35233$9(0(17
675,3,1* 7<3
3523$'$6,*1
:,7+%2//$5' 7<3
3523&$67,13/$&(
&21&5(7(&85% *877(5 7<3
67$//72%(/$%(/('
$69$1$&&(66,%/(
BAYSHORE ESTATES INC.
PARCEL ID: R03600-005-386-000
DB 5691, PG 1638
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
$63+$/7
$%&6721(
$63+$/7
$%&6721(
$63+$/7
$%&6721(
$63+$/7
$%&6721(
$63+$/7
$%&6721(
$63+$/7
$%&6721(
352326('+($9<'87<3$9(0(17
$63+$/7
$%&6721(
&21&5(7(
$%&6721(
3523 '2127(17(56,*16
3523 '2127
(17(56,*16
352367236,*1
3523$/',6,*1
(;,67,1*1$785$/*$6/,1(
AMBERLEIGH SHORES, LLC
PARCEL ID: R03600-005-384-000
DB 5788, PG 1053
ZONED: MF-M / CB
(WILMINGTON JURSIDICTION)
3523/,*+732/( 7<3
3523%8,/',1*02817('
:$//3$&. 7<3
3523'(&25$7,9(
:$//6&21&( 7<3
3523
+,*+
:,'('8$/
0(7$/6:,1**$7(
:,7+'(&.%2$5'6
3523:+((/6723
7<3
3523
:,'(6,'(:$/.
3523
:,'(
08/7,86(75$,/5
5
:0
:
9
:
9
:
9
:
9
*
9
LEGEND
6&$/(,1)((7
6&$/(
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
8
W
L
O
L
W
\
3
O
D
Q
G
Z
J
/
$
<
2
8
7
8
7
,
/
,
7
<
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
LEGEND
(;,67,1*3523(57</,1(
(;,67,1*6(7%$&./,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*75((/,1(
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326(':$7(5/,1(
352326('),5(3527(&7,21/,1(
352326('1$785$/*$6/,1(
352326('29(5+($'32:(5/,1(
352326('6$1,7$5<6(:(5/,1(
352326('672506(:(5/,1(
UTILITY NOTES
'20(67,&:$7(56(59,&(6+$//%(62)7
.
&233(5),5(
/,1(6+$//%(',3
6$1,7$5<6(:(56(59,&(66+$//%(6'539&
1$785$/*$66(59,&(6+$//%(3/$67,&3,3(
:$7(5$1'6$1,7$5<6(:(56(59,&(672%(&225',1$7(':,7+
7+(3/80%,1*3/$16
81'(5*5281'32:(5/,1($1'7(/(3+21(/,1(6+$//%(
3/$&(',1$&21'8,7,7,68/7,0$7(/<7+(&2175$&725
6
5(63216,%,/,7<)257+(&21'8,7,167$//$7,21$1'75(1&+,1*
$1'7+(<6+$//&225',1$7(:,7+7+(/2&$/87,/,7<6833/,(5
)25)((6$1'5(48,5(0(176
6((6+((7&)25$'',7,21$/87,/,7<127(6
S
.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R
/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
35236)%8,/',1*
))(
352326(''8.((1(5*<
',675,%87,21/,1(($6(0(17
352387,/,7<32/( 7<3
3523
*8<
:,5( 7<3
AMBERLEIGH SHORES, LLC
DB 5788, PG 1053
ZONED: MF-M / CB
(WILMINGTON JURSIDICTION)
BAYSHORE ESTATES INC.
PARCEL ID: R03600-005-386-000
DB 5691, PG 1638
ZONED: B-2
(NEW HANOVER COUNTY JURISDICTION)
352326('($6(0(17
352326('7(/(3+21(/,1(
352326('81'(5*5281'32:(5/,1(
35233/$67,&1$785$/*$6/,1(
,19
352362)7.&233(5'20(67,&:$7(5/,1(
,19
3523',3),5(/,1(
,19
35237(/(3+21(/,1(
,19
352381'(5*5281'(/(&75,&/,1(
,19
352375$16)250(5
352339&
6$1,7$5<6(:(5/,1(
,19
3523<$5',1/(7 7<3
3523&/($1287
7<3
3523&$7&+%$6,1 7<3
3523
:$7(50(7(5
35237$33,1*
6/((9( 9$/9(
352353=
,1+27%2;
3523'&'$
,1+27%2;
3523),5('(3$570(17&211(&7,21
3523),5(+<'5$17
3523 /)',3),5(/,1(
35233(5)25$7('3,3(
5(7$,1,1*:$//81'(5'5$,1
352381'(5*5281'$'6
1'(7(17,216<67(0
352381'(5*5281'$'6
1'(7(17,216<67(0
3523&21&5(7(287/(7%2;
/
)
2
)
5&
3
#
(;,67,1*1$785$/*$6/,1(
$3352;
2)6(3$5$7,21%(7:((1
:$7(5$1'672506(:(5/,1(6
$3352;
2)6(3$5$7,21%(7:((1
6$1,7$5<$1'672506(:(5/,1(6
$3352;
2)6(3$5$7,21%(7:((1
:$7(5$1'672506(:(5/,1(6
3523 /)
',3),5(/,1(
3523 /)
'20(67,&:$7(5/,1(
3523/)39&6$1,7$5<
6(:(5/,1(#
$3352;
2)6(3$5$7,21%(7:((1
:$7(5$1'672506(:(5/,1(6
/
)
2
)
5
&
3
#
352326('81'(5*5281'
6$1'),/7(56<67(0
6/23('#
/
)
2
)
5
&
3
#
%<3$66/,1(
/)2)5&3#
/)2)5&3#/)2)5&3
#
/)2)5&3#
/)2)&3372%(3803('
72-81&7,21%2;
/)2)39&#
/
)
2
)
3
9
&
#
/
)
2
)
3
9
&
#
/
)
2
)
5
&
3
#
/)2)5&3#
/)2)5&3#
/)2)39&#
EX. CATCH BASIN;
TO BE RELOCATED
TOP: 29.63
INV: 25.28
EX. 15"
R
C
P
EX. MANHOLE
TOP: 32.88
INV: 26.07
35230$1+2/(
723
,19,1
,19287
3523/)39&6$1,7$5<
6(:(50$,1#
35230$1+2/(
723
,19,1
,19287
3
5
2
3
/
)
3
9
&
6
$
1
,
7
$
5
<
6
(
:
(
5
0
$
,
1
#
3523),5(+<'5$17
INSET A
6((,16(7$
7+,66+((7
)25&$7&+
%$6,1'(02/,7,21
6&$/(,1)((7
6&$/(
3523&$7&+%$6,1
723
,19287
EX. 15"
R
C
P
/)2)(;,67,1*
5&372%(&87*5287('
$1'$%$1'21(',13/$&(
/)2)&33#
$3352;
2)6(3$5$7,21%(7:((1
:$7(5$1'672506(:(5/,1(6
35237$33,1*
6/((9( 9$/9(
3523'&'$
,1+27%2;
35237$33,1*
6/((9( 9$/9(
3523'&'$
,1+27%2;
0,1,0802)6(3$5$7,21%(7:((1
1$785$/*$6$1'672506(:(5/,1(6
352368033803
3523$'61</23/$670$1+2/(
)250$,17(1$1&($&&(66 7<3
:0
:
9
:
0
:9
:
9
:9
:9
*9
GRADING AND DRAINAGE NOTES
352326('',6785%('$5($ 6) $&
352326(',03(59,286685)$&($5($,1&5($6( 6)
$//*5$'(66+2:1$5(),1,6+*5$'((/(9$7,216
5(7$,1,1*:$//81'(5'5$,16+$//&216,672)3(5)25$7('3,3(
'5$,1/,1(66855281'('%<$0,1,0802)2))5(('5$,1,1*
*5$18/$5),/7(50$7(5,$/
67250'5$,1$*(3,3(6+$//%(5(,1)25&('&21&5(7(3,3( 5&3
$670&67250522)'5$,1$*(3,3($1'5(7$,1,1*:$//
81'(5'5$,16+$//%(39&3,3($670'$33529('(48$/6
$&&(37('6((67250'5$,1$*(&20387$7,21216+((7&
LEGEND
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
*
U
D
G
L
Q
J
'
U
D
L
Q
D
J
H
3
O
D
Q
G
Z
J
/
$
<
2
8
7
*
5
$
'
,
1
*
$
1
'
'
5
$
,
1
$
*
(
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
GRADING AND DRAINAGE PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
LEGEND
(;,67,1*3523(57</,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326('0$-25&217285
352326('0,125&217285
352326('672506(:(5/,1(
7232)&85%(/(9$7,21
%277202)&85%(/(9$7,21
6327(/(9$7,21
7232):$//(/(9$7,21
%277202):$//(/(9$7,21
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
EX. PRIVATE ACCESS
EASEMENT WIDTH VARIES
PER MB 57, PG. 208
EX. 20' PRIVATE
DRAINAGE EASEMENT
PER MB 57, PG 207
DB 5691, PG 1629
DB 5691, PG 1638
AMBERLEIGH SHORES, LLC
DB 5788, PG 1053
ZONED: MF-M
(WILMINGTON JURSIDICTION)
EXISTING DUKE ENERGY 30'
DISTRIBUTION LINE EASEMENT
PET MB 57, Pg 208
DB 278, Pg 138
DB 482, Pg 435
DASJA INCORPORATED
PARCEL ID: R03600-005-020-010
DB 5399, PG 2823
ZONED: B-2
(NEW HANOVER COUNTY
JURISDICTION)
JAMES S. & BARBARA W. FURR
PARCEL ID: R03600-005-020-005
DB 3013, PG 435
ZONED: B-2
(NEW HANOVER COUNTY
JURISDICTION)
(;,67,1*0$-25&217285
(;,67,1*0,125&217285
35236)
%8,/',1*
))(
35235(7$,1,1*:$//
EARTHWORK NOTES
35,257267$57,1*$1<&8762)),//67+(&2175$&7256+$//675,3
$1'672&.3,/($//72362,/675,33,1*2)72362,/&$121/<&200(1&(
$)7(57+(&/($5$1'*58%23(5$7,216$5(&203/(7(,17+$7$5($
72362,/6+$//%(672&.3,/(',1$5($6'(6,*1$7('217+(3/$1625
$33529('%<7+(2:1(5
65(35(6(17$7,9(7+(&2175$&7256+$//
5(9,(:7+(62,/65(32576%25,1*/2*6$1':+(11(&(66$5<+,6
2:1),(/'9(5,),&$7,2162$672%()$0,/,$5:,7+7+('(37+2)
72362,/7+(&2175$&7256+$//7$.($//5($621$%/(35(&$87,216
7235(9(1729(5$1'81'(55(029$/
81/(6627+(5:,6(127('7+(*5$'(66+2:1217+(3/$16$5(
),1,6+('*5$'(67+(5()25(3$9(0(17)/225668%%$6($1'27+(5
,03529(0(1760867%(68%75$&7('72&$/&8/$7(68%*5$'(
(/(9$7,216
7+(&2175$&7256+$//0$,17$,1$6859(<*5,'2)127/(667+$1
;
2527+(50($16$&&(37$%/(727+(2:1(5
65(35(6(17$7,9(
7+$7:,//,1',&$7(/2&$7,21$1'$028172)&8725),//65(0$,1,1*
$768%*5$'(7+,6*5,'6+$//%(
;
:,7+/2&$7,21$1'),1$/
*5$'(0$5.('&/($5/<256859(<6+$//%(&203/(7('
'(021675$7,1*7+$77+(68%*5$'(,6)((72)5(48,5('
68%*5$'(
81/(6627+(5:,6(127('217+('5$:,1*625,17+(&2175$&7
'2&80(1767+(&2175$&7256+$//5(7$,1$1'3$<$//&267)2562,/
&203$&7,217(67,1*72%(3(5)250('%<$1,1'(3(1'(177(67,1*
/$%25$725<)25($&+/,)73/$&('&203$&7,217(67,1*6+$//%(
'21((9(5<64)7,175(1&+(6&203$&7,217(67,1*6+$//%(
'21((9(5<27+(5/,)7:,7+$7/($677(67(9(5</)
&203$&7,215(48,5(0(1766+$//%(7+26(287/,1(',17+(62,/6
5(3257,)7+(62,/65(3257,6127&/($525'2(6127*,9(
5(48,5(0(1767+()2//2:,1*:,//%(86('81'(5$1'72)((7
2876,'(7+(%8,/',1*(19(/23(7+(62,/66+$//%(&203$&7('72$
0,1,0802) 0$;,080'5<'(16,7<3(5$670' 02',),('
352&725 81'(5352326('25)8785(3$9(0(17$5($6,1&/8',1*
)((72876,'(68&+$5($67+(62,/6+$//%(&203$&7('72$
0,1,0802) 0$;,080'5<'(16,7<3(5$670' 02',),('
352&725 $///$1'6&$3($1'/$:1$5($66+$//%(&203$&7('72
0$;,080'5<'(16,7<3(5$670' 02',),('352&725 7+(
7(67,1*/$%6+$//7(6762,/6,1$&&25'$1&(:,7+$670'
18&/($50(7+2' :,7+352&7256)25($&+62,/7<3(
81/(6627+(5:,6(127(',17+(62,/65(325725217+('5$:,1*6
7+(216,7(0$7(5,$/6+$//%(86('720$.(),//6$//0$7(5,$/72%(
86(')25),//6+$//%()5((2)25*$1,&6)52=(10$7(5,$/
&217$0,1$7('0$7(5,$/'(%5,6$1'$1<52&.6/$5*(57+$1,1&+(6
)25),//3/$&(0(17:,7+,1)2272)68%*5$'(1252&.6+$//%(
*5($7(57+$1,1&+(6,1',$0(7(57+(&2175$&7256+$//%($5$//
&267$662&,$7(':,7+'5<,1*6(*5(*$7,1*255(48,5('0(7+2'672
75($762,/6720((7&203$&7,21$1'27+(55(48,5(0(176
),//66+$//%(3/$&(',1/,)7612772(;&((')227,10$66),//6$1'
,1&+(6,175(1&+255(675,&7('$5($6
,),03257('0$7(5,$/,65(48,5('7+(6285&($1'$5$1'20
&20326,7(6$03/(6+$//%(5(9,(:('%<7+(7(67,1*/$%25$725<
35,2572%(,1*%528*+7726,7(7+(7(67,1*/$%25$725<6+$//
7(67)253(5&(173$66,1*7+(6,(9(7+$7'2(6127(;&(('7+(
(;,67,1*216,7(0$7(5,$/25,112&$6(*5($7(57+$17+(<
6+$//$/629(5,)<&216,67(1&<:,7+(;,67,1*216,7(0$7(5,$/6$1'
$//27+(55(48,5(0(176:$,9(56727+(6(5(48,5(0(176&$121/<
%(*,9(1-2,17/<%<$/',$1'7+(*(27(&+1,&$/(1*,1((57+$7
35(3$5('7+(62,/65(3257
7+(7(67,1*/$%0$<5(675,&7620(216,7(0$7(5,$/6)520%(,1*
86('$6),//,1%8,/',1*253$9(0(17$5($6:+(1,7,67+(,523,1,21
7+$77+(0$7(5,$/:,//1270((75(48,5(0(17667$7('+(5(,)68&+
&21',7,216'2(;,67$1'27+(50$7(5,$/,6127$9$,/$%/(216,7(
7+(2:1(5
65(35(6(17$7,9(0867$87+25,=(,1:5,7,1*7+(86(2)
,032570$7(5,$/81/(667+(5(:,//%(12$'',7,21&267727+(
&2175$&7
7+(&2175$&7256+$//7$.($//1(&(66$5<35(&$87,216723527(&7
($57+:25.23(5$7,216)520:($7+(5$1'*5281':$7(5,1&/8',1*
.((3,1*326,7,9('5$,1$*(',9(57'5$,1$*('(:$7(5,1*$1'
6($/,1*',6785%('$5($6:,7+$67((/'58052//(535,2572
,1&/(0(17:($7+(5
35,253/$&(0(172)),//6,1$5($6:+(5(7+(),1$/),//'(37+:,//
%(/(667+$1)((77+($5($6+$//%(3522)52//(':,7+$721
52//(525$/2$'(':+((/'803758&.62)7$5($66+$//%(
6&$5,),(''5,('$1'5(&203$&7('35,2572),//%(,1*3/$&('
5(7(67%<3522)52//$61(&(66$5<
$//),1$/68%*5$'(81'(5352326('3$9(0(17%8,/',1*2527+(5
6758&785(6+$//%(3522)52//('$6'(6&5,%('$%29()257+(
,'(17,)<,1*2)62)7$5($6$5($6)281'72%(81$&&(37$%/(6+$//
%(6&$5,),(''5,('$1'5(&203$&7('5(7(67%<3522)52//$6
1(&(66$5<
75(1&+(;&$9$7,215(48,5,1*6+((7,1*6+25,1*2527+(5
67$%,/,=,1*'(9,&(66+$//%('(6,*1('%<$352)(66,21$/(1*,1((5
$1'0((7$//26+$5(48,5(0(176$//(;&$9$7,2166+$//0$,17$,1
6$)(6,'(6/23(6,1$&&25'$1&(:,7+/2&$/67$7($1'26+$
5(48,5(0(17612672&.,1*2)0$7(5,$/&/26(72$123(1&8725
67((36/23(:,//%(3(50,77(',1$1())2577235(9(17&$9(,16
75(1&+(;&$9$7,2166+$//%(0$'(81,)250$1'675$,*+7727+(
)2//2:,1*:,'7+6 )253,3(6,1&+(625/(667+(75(1&+:,'7+
6+$//%(7+(',$0(7(53/86)((7 )253,3(6,1&+(625*5($7(5
7+(:,'7+6+$//%(7+(',$0(7(53/86)((7 $'',7,21$/:,'7+:,//
21/<%($//2:(':+(1&203$&7,21(48,30(17/,0,7$7,2165(48,5(
$1'21/<$)7(5$33529$/2)7+((1*,1((52)5(&25'12025(
75(1&+6+$//%(23(1,121('$<7+$1&$1%(3523(5/<%$&.),//(',1
7+$76$0('$<720,1,0,=(:($7+(5$1'6$)(7<&21&(516:+(1
%$&.),//,1*$5281'3,3(63529,'(81,)2506833257$7,19(57$1'
3523(5&203$&7,2181'(5$/21*$1'29(57+(3,3(&$5(6+$//%(
*,9(1:+,/(%$&.),//,1*$5281'3,3(67235(9(17'$0$*(727+(
3,3(6,1&/8',1* 3/$&,1*%$&.),//%('',1*%<+$1'86,1*+$1'
23(5$7('3/$7(7$03625-803,1*-$&.6$1'27+(5/2$'
5(675,&7,9(7(&+1,48(6817,/),//6$5($0,1,0802))((725
0$18)$&785(65(&200(1''(37+:+,&+(9(5,6*5($7(5$%29(7+(
7232)7+(3,3(&203$&7,215(48,5(0(176$5(1275(/,(9(',1
7+(6($5($6$1':,//5(0$,1$667$7('217+('5$:,1*625$%29(
,)&/($16721(,686('$6$%('',1*25(1&$6(0(17),/7(5)$%5,&
6+$//%(3/$&('%(7:((17+(1$785$/62,/6$1'%$&.),//$1'7+(
6721(7235(9(170,*5$7,212)),1(6
,)52&.,6(1&2817(5('7+$7:$6127,1',&$7('217+(3/$1625
62,/65(32577+($5($)255(029$/6+28/'%(0($685('$1'
5(9,(:(':,7+7+(2:1(5
65(35(6(17$7,9(35,257252&.5(029$/
52&.:,//%('(),1('$67+(1$785$/($57+0$7(5,$/67+$7&$1127
%(5(029(':,7+&219(17,21$/($57+:25.,1*(48,30(17
:+(5(52&.,6$'-$&(1772$6758&785(2587,/,7<7+(52&.6+$//
%(5(029('72$0,1,0802),1&+(6%(/2:$1'7,0(67+(
',$0(7(5%87127/(667+$1)22725*5($7(57+$1)((721$1<
6,'(
12(;3/26,9(6:,//%($//2:('817,/$//3(50,76$5(*5$17('$1'
7+(2:1(5+$66,*1('2))35($1'3267%/$675(325760867%(
.(37$1'5(&25'('$//6758&785(6:,7+,17+($5($2)7+(%/$67
08675(&(,9($35(%/$676859(<$//%/$67,1*0867%(3(5)250('
%<$/,&(16('%/$67(5
81/(6627+(5:,6(127('217+('5$:,1*67+(&2175$&7256+$//
5(029($//(;&(6672362,/&870$7(5,$/25:$67(0$7(5,$/)520
6,7($1'',6326(2),1$/(*$/0$11(5
/)2)5&372%(
3803('72-%
(/(9
3523<$5',1/(7
723
,19287
35233(5)25$7('3,3(
5(7$,1,1*:$//81'(5'5$,1
3523522)'5$,1
,19287
/)2)39&#
3523-81&7,21%2;
723
,19,1
,19287
3523$'61</23/$67
0$1+2/( 7<3
6((6+((7&)25723
(/(9$7,216$1',19(57
(/(9$7,216
$'61'(7(17,213,3(
352381'(5*5281'$'6
1'(7(17,216<67(0
,19
352381'(5*5281'$'6
1'(7(17,216<67(0
,19
3523<$5',1/(7
723
,19287
3523<$5',1/(7
723
,19287
3523&$7&+%$6,1
723
,19287
3523&$7&+%$6,1
723
,19287
/)2)5&3#
3523
;
&21&5(7(287/(7%2;
/)2)5&3#
3523522)'5$,1
,19287
/)2)39&#
3523522)'5$,1
,19287
/)2)39&#
/)2)39&#
E
X
.
3
6
"
R
C
P
EX. YARD INLET
TOP: 30.99'
INV: 23.59'
3523&$7&+%$6,1
723
,19287
EX. 15"
R
C
P
3523-81&7,21%2;
,19,1287
(;,67,1*1$785$/*$6/,1(
&$//+2856
%()25(<28',*
1257+&$52/,1$
21(&$//&(17(5
3523-81&7,21%2;
:,7+)/2:63/,77(5
723
,19,1287
:(,5(/(9
/
)
2
)
5
&
3
#
/)2)5&3#
/)2)5&3
#
%<3$66/,1(
/)2)5&3#
352326('81'(5*5281'
6$1'),/7(56<67(0
6/23('#
723
,1983
,19287
/)2)5&3#
/)2)5&3#
/)2)5&3#
352368033803
,19,1
,19287
3523/)2)&33
#6/23(
/)&3372%(
3803('72-%
(/(9
:0
:
9
*
9
:0
:
9
*
9
(/(9
25,),&(
,19
,19,1
,19287
$'61
/)5&3#
35230$1+2/(
(/(9
%$))/(
%$))/(
35230$1+2/(
;25,),&(
25,),&(
:(,5127&+
:(,5127&+
$'61/)5&3#
;
&21&5(7(287/(7%2;
176
)/2:)/2:
3/$19,(:&52666(&7,219,(:
UNDERGROUND DETENTION SYSTEM AND
BURIED TRENCH SAND FILTER OPERATION AND
MAINTENANCE
$118$/,163(&7,215(32576$5(5(48,5('$6'(),1(',17+(
1(:+$129(5&2817<67250:$7(50$18$/7+(2:1(56+$//
.((35(&25'62),163(&7,2160$,17(1$1&($1'5(3$,56)25
$7/($67),9(<($56)5207+('$7(2)&5($7,212)7+(
5(&25'$1'6+$//68%0,77+(6$0(83215($621$%/(
5(48(67727+(67250:$7(5$'0,1,675$725
(526,21&21752/ ,163(&7)/2:(175$1&(6321',1*$5($
$1'685)$&(29(5)/2:$5($63(5,2',&$//<5(3/$&(
0$7(5,$/:+(5((526,21+$62&&855(',)6(',0(17,6
'(326,7(''(7(50,1(7+(6285&(5(029((;&(66'(326,76
$1'&255(&77+(352%/(0
6(',0(17$&&808/$7,21 9,68$//<,163(&7%$6,1%277206$1'
7+(6(',0(17$&&808/$7,21'(37+0$5.(53(5,2',&$//<,)
63(&,),(''(37+2)6(',0(17+$6%((15($&+('7+(6(',0(17
6+28/'%(5(029('$1'',6326('2)3523(5/<
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
6
W
R
U
P
Z
D
W
H
U
0
D
Q
D
J
H
P
H
Q
W
3
O
D
Q
G
ZJ
/
$
<
2
8
7
6
7
2
5
0
:
$
7
(
5
0
$
1
$
*
(
0
(
1
7
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
STORMWATER MANAGEMENT PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
3523$'681'(5*5281''(7(17,216<67(0
/)1/$7(5$/6# 2&,19
/)1/$7(5$/6# 2&,19
/)+($'(5,19
/)+($'(5&211(&7,1*72&21&5(7(287/(7%2;,19
3523
;
&21&5(7(287/(7%2;
723
%2;,19
25,),&( ,19
25,),&( :;+,19
:(,5
/21*,19
/)2)5&3#
35233(5)25$7('3,3(
5(7$,1,1*:$//81'(5'5$,1
3523$'61</23/$67
0$1+2/(
723
,19
3523 $'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
2& 7<3
LEGENDLEGEND
(;,67,1*3523(57</,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326('0$-25&217285
352326('0,125&217285
352326('672506(:(5/,1(
(;,67,1*0$-25&217285
(;,67,1*0,125&217285
$'61'(7(17,213,3(
(;,67,1*1$785$/*$6/,1(
352326('($6(0(17
352326('29(5+($'32:(5/,1(
3523/)+($'(5
3523/)+($'(5
3523/)
+($'(5
3523/)+($'(5
<5:6(
<5:6(
<5:6(
:;+25,),&(
(/(9
:(,5
(/(9
3523$'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
3523$'61</23/$67
0$1+2/(
723
,19
/)2)&33#
/)2)39&#
/
)
2
)
3
9
&
#
/
)
2
)
3
9
&
#
/
)
2
)
5
&
3
#
/)2)5&3#
3523-%
:,7+)/2:63/,77(5
723
,19287
:(,5(/(9
352326('81'(5*5281'
6(',0(17$7,21%$6,1
:;
/
723
,19,1
,1983
:,'(:(,56(9(5</)
:(,5(/(9
352326('81'(5*5281'
6$1'),/7(5%('
:;
/
723
6$1'),/7(5%(''(37+
6$1'),/7(5%('723
0$;+($'
,19287
/
)
2
)
5
&
3
#
3523$'61/$7(5$/
72%(/),1/(1*7+$1'
&$33('$77+((1'
%<3$66/,1(
/)2)5&3#
/)2)5&3#
/)2)5&3
#
/)2)5&3#
/)2)5&3#
/)2)&3372%(3803('72-%
EX. YARD INLET
TOP: 30.99'
INV: 23.59'
3523$'61</23/$67
0$1+2/(
723
,19
35236)%8,/',1*
))(
<5:6(
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
6
W
R
U
P
Z
D
W
H
U
0
D
Q
D
J
H
P
H
Q
W
3
O
D
Q
G
ZJ
/
$
<
2
8
7
6
7
2
5
0
:
$
7
(
5
0
$
1
$
*
(
0
(
1
7
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
STORMWATER MANAGEMENT PLAN
6,7(3/$16
3/$19,(:
35236$1'),/7(5&+$0%(5
:,7+62/,'&29(5
35236(',0(17$7,21&+$0%(5
:,7+62/,'&29(5
,1
/
(
7
3
,
3
(
/
)
5
&
3
#
287/(73,3(
/)5&3#
6/23(
6/23(
%85,('75(1&+6$1'),/7(5 %76
176
,1/(73,3(
/)5&3#
287/(73,3(
/)5&3#
6$1'),/7(50(',$:,7+&2()),&,(17
2)3(50($%,/,7<2))7'$<
723(/(9
352326('6$1'
),/7(5&+$0%(5
352326('
6(',0(17$7,21
&+$0%(5
62/,'
&29(5 6
723(/(9
352326('
:,'(
:(,5(9(5</)
(/(9
,1983
(1'9,(:6,'(6(&7,219,(:
6/23(72287/(7
352326('
:,'(
:(,5(9(5</)
(/(9
:(,56,1727$/
62/,'&29(5 6
723(/(9
BURIED TRENCH SAND FILTER
SAND
FILTER
NUMBER
DRAINAGE
AREA
(acres)
PERCENT
IMPERVIOUS
WATER
QUALITY
DEPTH (in.)
WATER QUALITY
VOLUME REQUIRED
(ADJUSTED)(CF)
DEPTH OF FILTER
MEDIA
(ft)
MAXIMUM HEAD
ON SAND FILTER
(ft)*
MINIMUM SURFACE
AREA,
SEDIMENTATION
BASIN (sf)
WIDTH,
SEDIMENTATION
BASIN
(ft)
LENGTH,
SEDIMENTATION
BASIN
(ft)
SURFACE AREA,
SEDIMENTATION
PROVIED BASIN (sf)
MINIMUM
SURFACE
AREA, FILTER
BASIN (sf)
WIDTH,
FILTER BASIN
(ft)
LENGTH,
FILTER BASIN
(ft)
SURFACE AREA
PROVIDED, FILTER
BASIN (sf)
VOLUME
PROVIDED
%76
0$;,080+($'216$1'),/7(55(35(6(176',67$1&()5207232)),/7(50(',$72:(,5723(/(9$7,21
+$1'+2/'$1'67(3625
/$''(5$&&(66 3529,'('
21%27+6,'(62)7+(:$//
,)7+(:(,5,6!+,*+
5&3#
,19(57,1
5&3#
,19(57,1
5&3#72
6/2:6$1'),/7(5
,19(57287
5&3#$6$%<3$66
7281'(5*5281''(7(17,21
,19(57287
7+,&.0,1,0805(,1)25&('
&21&5(7(%$))/(:$//25
27+(568,7$%/(0$7(5,$/
+(,*+7
:(,5(/(9$7,21
7+,&.0,1,0805(,1)25&('
&21&5(7(%$))/(:$//25
27+(568,7$%/(0$7(5,$/
:(,5(/(9$7,21
5&3#$6$%<3$66
7281'(5*5281''(7(17,21
,19(57287
5&3#
,19(57,1
5&3#
,19(57,1
5&3#72
6$1'),/7(56)
,19(57287
:4'(6,*1
:$7(5
685)$&(
(/(9$7,21
0,1
$$
3/$19,(:
176
6(&7,219,(: $$
176
35230$1+2/(
723
-81&7,21%2;:,7+)/2:63/,77(5
176
35230$1+2/(
,19,1
%27720(/(9
287/(7,19
:0
:9
:
0
:9
:9
:
9
:
9
*9
LEGENDEROSION CONTROL NOTES
35,2572&216758&7,21(48,30(17(17(5,1*25(;,7,1*7+(6,7($
&216758&7,21(175$1&(6+$//%(%8,/781/(66(;,67,1*&21',7,216
35(9(17$1<75$&.,1*2)',5708'25'(%5,62))7+(6,7(7+(
&2175$&725:,//%(5(63216,%/(72.((3$//52$'63$5.,1*/276
6,'(:$/.6$1'$'-$&(173523(57,(6)5((2)',5708'2527+(5
'(%5,67+,6:,//,1&/8'(%8,/',1*7+(&216758&7,21(175$1&(
6:((3,1*6&5$3,1*$1':$6+,1*7+(3$9(0(17685)$&(6:+(1
(9(51(('('7+(&216758&7,21(175$1&(6+$//%(&216758&7('
$66+2:1217+(3/$16,)$'(7$,/,61273529,'('&216758&77+(
(175$1&(:,7+&/($172,1&+6721(,1&+(67+,&.29(5
67$%,/,=,1*)$%5,&727+(',0(16,2162))((7:,'($1'/21*
7+((175$1&(6+28/'%(/2&$7('627+$7$//9(+,&/(6/($9,1*7+(
6,7(:,//87,/,=(,7
$//(526,21&21752/'(9,&(66+$//%(3/$&('$66+2:1217+(
'5$:,1*6$1',1$&&25'$1&(:,7+)('(5$/67$7(/2&$/$1'
0$18)$&785(65(&200(1'$7,2167+(3/$16$1''(7$,/6$5(
%$6('217+(1&(526,21$1'6(',0(173/$11,1*$1''(6,*1
0$18$/$1'5(&2*1,=('%(670$1$*(0(1735$&7,&(6 %03
6
7+(&2175$&7256+$//3/$&($1'0$,17$,1$//(526,21&21752/
'(9,&(6$61(('('7+528*+2877+(352-(&76.,00(56(',0(17
%$6,16+$//%(&/($1('287:+(12)7+(92/80(,6)8//2)
6(',0(176,/7)(1&(,672%(&/($1(':+(1+$/)7+()(1&(,6
29(5:+(/0('%<6(',0(17
6,/7)(1&(6+$//+$9(0(7$/67$.(6 12:22'(167$.(6:,//%(
$//2:('7+(%$6(2)7+(6,/7)(1&(6+$//%((;&$9$7('62$672
3529,'($1$5($72%85<7+(%277202)7+()$%5,&$7/($67
,1&+(6,1727+(*5281'7+(67$.(66+$//%('5,9(172$'(37+
7+$7:,//3/$&(7+(%27720)$%5,&$77+(%277202)7+(75(1&+
7+(1%$&.),//7+(%27720)$%5,&217+(83675($06,'(:,7+7+(
0$7(5,$/7+$7:$6(;&$9$7('
6,/7)(1&(6+$//%(3/$&(':+(5((9(5685)$&('5$,1$*(&$1
/($9(7+(6,7(
3/$&(6,/7)(1&(287/(76$7/2:32,176$/21*6,/7)(1&($6
1(&(66$5<
6721(),/7(566+$//%(3/$&(',1$//'5$,1$*(:$<6%87127,1
675($06&5((.6255,9(566721(),/7(566+$//&216,672)$
81,)2500,;2)ó72ô,1&+&/($16721(:5$33(',1),/7(5)$%5,&
$1'&29(5(':,7+,1&+6721(
7(0325$5<6((',1*6+$//&216,672)/,0(#ò7213(5$&5(
)(57,/,=(5#3281'63(5$&5(5<(*5$66 $118$/25
3(5(11,$/ #3281'63(5$&5($1'675$:08/&+#7213(5
$&5(-87(0(6+6+$//%(3/$&('29(508/&+$1'67$.('
:+(1(9(5:,1'6256/23(:,//&$86(7+(08/&+$1'6(('72
%(&20('(3/(7('25(52'('$5($66+$//%(7(0325$5<6(('('
:+(17+(<$5(68%-(&772(526,21$1':,///,('250$17)25$
0217+25025(
$'',7,21$/(526,21&21752/0($685(6$1'2502',),&$7,21672
352326('0($685(60$<%(1(&(66$5<'(3(1',1*21$&78$/6,7(
&21',7,216
$5$,1*$8*(6+$//%(.(37216,7(7+(&2175$&7256+$//,163(&7
$//( 6&0($685(6$7/($6721&($:((.$1':,7+,1+2856
$)7(5$1<67250(9(17*5($7(57+$1$+$/),1&+'85,1*$+285
5(3$,566+$//%(0$'(72( 6&0($685(6,00(',$7(/<5(&25'2)
,163(&7,216$1'$1<&255(&7,9($&7,2166+$//%(.(37216,7(
'(',&$7(''(02/,7,21$1'27+(5:$67($5($6$1'($57+(1
0$7(5,$/672&.3,/(60867%(/2&$7('$7/($67
)52067250
'5$,1625675($0681/(6612$/7(51$7,9(,6)($6,%/(
7+(&2175$&7256+$//0$,17$,1&/26(&217$&7:,7+7+((526,21
&21752/,163(&725$'',7,21$/(526,21&21752/0($685(60$<%(
5(48,5('%<7+((526,21&21752/,163(&7257+$7$5(127
,1',&$7('217+(3/$16,7,67+(&2175$&72565(63216,%,/,7<72
0$,17$,1(526,21216,7(5(*$5'/(662)7+(0($685(65(48,5('
$1<&+$1*(,17+((526,21&21752/0($685(6$1'25*5$',1*
6+$//%(&$//('727+($77(17,212)7+((1*,1((5$1'7+((526,21
&21752/,163(&725
,)&2175$&7252%6(59(66(',0(177+$7+$6'(326,7(',1$675($0
25:(7/$1'&2175$&7250867127,)<7+('(0/55(*,21$/2)),&(
:,7+,1+2856$1'3529,'(:5,77(1127,&(:,7+,1),9('$<6
:($7+(5)25(&$676+$//%(021,725('7+(&2175$&7256+$//
35(3$5()255$,1(9(176%<5((;$0,1,1*$//(526,21&21752/
0($685(635,257267$572)35(&,3,7$7,21$1<5((1)25&(0(17
25&255(&7,2166+28/'%(3(5)250('$1''2&80(17('
,)),//0$7(5,$/,672%(%528*+721727+(352-(&725:$67(
0$7(5,$/6$5(72%(7$.(1)5207+,6352-(&77+,6,1)250$7,21
0867%(',6&/26('$1'6+2:1217+((526,21&21752/$1'
*5$',1*3/$1%2552:$5($6$1''8036,7(6$5(&216,'(5('72
%(3$572)7+,6352-(&7$1'7+(2:1(5,65(63216,%/()25
67$%,/,=$7,21$1'(526,21&21752/0($685(6$77+(6(6,7(6
727$/',6785%('$5($ $&
SKIMMER SEDIMENT BASIN NOTES
*5$'(6.,00(56(',0(17%$6,172',0(16,216$66+2:1213/$16
'85,1*&216758&7,21
21&(6,7(,667$%,/,=('5(029(6.,00(56(',0(17%$6,15(6725(
72352326('*5$'(6
21&(6,7(,667$%,/,=('5(029(6.,00(56(',0(17%$6,15(6725(6,7(,66
72352326('*5$'(672 3
LEGEND
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
(
U
R
V
L
R
Q
&
R
Q
W
U
R
O
3
O
D
Q
G
Z
J
/
$
<
2
8
7
(
5
2
6
,
2
1
&
2
1
7
5
2
/
3
/
$
1
3
+
$
6
(
,
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
EROSION CONTROL PLAN PHASE I
6,7(3/$16
LEGEND
(;,67,1*3523(57</,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326('6,/7)(1&(
352326('7(0325$5<',9(56,21%(50
(;,67,1*0$-25&217285
(;,67,1*0,125&217285
CLEARING & GRUBBING NOTES
7+(&2175$&7256+$//5(9,(:3/$16$1','(17,)<$1'6$)(/<0$5.
$//3/$176$1'75((672%(6$9('7+(&2175$&7256+$//3527(&7
$//3/$176$1'75((672%(6$9('7+528*+2877+(&2175$&77+,6
6+$//,1&/8'(352+,%,7,1*$1<:25.:,7+,17+('5,3/,1(2)7+(
75(((;&(3781'(57+(683(59,6,212)$/,&(16('/$1'6&$3(
$5&+,7(&7
$//$5($672%(&/($5('$1'*58%%('6+$//%(6859(<(',17+(
),(/'72(67$%/,6+7+($335235,$7(/,0,762):25.
7+(&2175$&7256+$//7$.(:+$7(9(50($685(61(&(66$5<72
/2&$7($1'3527(&7(;,67,1*87,/,7,(66758&785(6$1'27+(5
)$&,/,7,(6725(0$,1
$//75((66+58%667803652276$1'27+(5'(%5,66+$//%(
5(029(')5206,7($1'',6326('2),1$/(*$/0$11(5
12%851,1*:,//%($//2:('216,7(
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
6&$/(,1)((7
6&$/(
(;,67,1*6(7%$&./,1(
352326('75((3527(&7,21)(1&(
352326('0,125&217285
ALDI #53 WILMINGTON, NC TEMPORARY DIVERSION BERM DESIGN AND LINING
TEMPORARY
DIVERSION BERM
NAME
DRAINAGE
AREA
(acres)
tc TIME OF
CONC.
(min)
INTENSITY
(in/hr)
RUNOFF
COEFFICIENT, C
Q
(cfs)
TOTAL RUNOFF,
Q (cfs)
BERM
SLOPE
(ft/ft)
SECTION
TOP
WIDTH
(ft)
LEFT SIDE
SLOPE, Z:1
(ft)
RIGHT SIDE
SLOPE, Z:1
(ft)
BERM
HEIGHT
(ft)
LENGTH
(ft)
UPPER
INVERT
(ft)
LOWER
INVERT
(ft)
NORMAL
DEPTH
(ft)
FREEBOARD
(ft)
SHEAR
STRESS
(lb/ft2)
VELOCITY
(fps)
n
VALUE
TEMPORARY
LINER
7(0325$5<
',9(56,21%(50
3+$6(
75,$1*8/$5 1$*6(526,21
&21752//,1(5
7(0325$5<
',9(56,21%(50
3+$6(
75,$1*8/$5 1$*6(526,21
&21752//,1(5
3523)$,5&/27+6.,00(5
35236,/7)(1&(287/(7 7<3
352352&.
&216758&7,21(175$1&(
35237(0325$5<',9(56,21%(50
6((%(506,=,1*&$/&8/$7,21%(/2:
35237(0325$5<02817$%/(',9(56,21%(50
6((%(506,=,1*&$/&8/$7,21%(/2:
6,'(6/23(6 + 9
+(,*+7
(;,67,1*1$785$/*$6/,1(
ALDI #53 WILMINGTON, NC SKIMMER SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN DESIGN SKIMMER SEDIMENT BASIN EFFICIENCYSKIMMER
BASIN
NUMBER
DRAINAGE
AREA
(acres)
REQUIRED
VOLUME
(cf)
DEPTH
(ft)
WIDTH
(ft)
LENGTH
(ft)
VOLUME
PROVIDED
(cf)
tc TIME OF
CONC.
(min)
INTENSITY
(in/hr)
RUNOFF
COEFFICIENT, C Q (cfs)
REQUIRED
SURFACE AREA
(sf)
AREA PROVIDED
(sf)
WEIR LENGTH
(lf)
SIZE
(in)
ORIFICE RADIUS
(in)
ORIFACE
DIAMETER
(in)
6.
(;<$5',1/(7725(&(,9(%/2&.
$1'*5$9(/,1/(73527(&7,21
35237(0325$5<6.,00(56(',0(17%$6,16.
6((%$6,16,=,1*&$/&8/$7,21%(/2:
7232)%(50
%277202)%$6,1
35236,/7)(1&(287/(7 7<3
3523
(0(5*(1&<63,//:$<
(/(9
:,7+1&'27&/$66%5,35$3/,1(5
:;
/;7+,&.
3523:,5(75((
3527(&7,21)(1&( 7<3
35231$*6(526,21
&21752//,1(5 7<3
352326('/,0,72)',6785%$1&(
352326('1$*6/,1(5
352326('&216758&7,21)(1&(
3523&216758&7,21)(1&( 7<3
CONSTRUCTION SEQUENCE
PHASE I
2%7$,11(:+$129(5&2817</$1'',6785%$1&(3(50,7$1'6&+('8/($
35(&216758&7,210((7,1*:,7+1(:+$129(5&2817<
,167$//*5$9(/&216758&7,21(175$1&(7(0325$5<',9(56,21%(506
6,/7)(1&(6,/7)(1&(287/(766.,00(56(',0(17%$6,16.%/2&.
$1'*5$9(/,1/(73527(&7,2175((3527(&7,21)(1&,1*$1'27+(5
0($685(66+2:1213/$1&/($521/<$61(&(66$5<72,167$//7+(6(
'(9,&(66(('08/&+$1'7$&.7(0325$5<',9(56,216$1'%$6,1
,00(',$7(/<$)7(5&216758&7,21
&$//1(:+$129(5&2817<)25$1,1,7,$/,163(&7,21
8321&2817<$33529$/%(*,1&/($5,1**58%%,1*$1''(02/,7,212)
5(0$,1'(52)6,7(0$,17$,1'(9,&(6$61(('('
PHASE II
3(5)250528*+*5$',1*),//,1*$1'&203$&7,212)6,7(
,167$//29(5+($'32:(5/,1(5(5287(,1&/8',1*$//32/(6$1'*8<
:,5(6
PHASE III
,167$//522)'5$,16672506(:(53,3(6<$5'$1'&85%,1/(76$1'
%/2&.$1'*5$9(/,1/(73527(&7,21$66+2:1217+(3/$16
3(5)250),1(*5$',1*3$9,1*$1'27+(5),1$/67$%,/,=$7,21$&7,9,7,(6
.((37+(7(0325$5<',9(56,21%(50,17$&7$6/21*$6&216758&7,21
$//2:6
$6&216758&7,21%(&20(6,03('('5(029(7(0325$5<',9(56,21%(50
$1'),1,6+3$5.,1*/27&216758&7,21
$//(526,21&21752/0($685(66+$//%(,163(&7('$1'0$,17$,1(',)
1(('('$7/($6721&(3(5:((.$1'$)7(5(9(5<5$,1)$//(9(17
67$%,/,=(6,7($6$5($6$5(%528*+78372),1,6+*5$'(:,7+
9(*(7$7,21$1'3$9,1*6(('$1'08/&+'(18'('$5($63(5*5281'
67$%,/,=$7,217,0()5$0(6
5(029('7(0325$5<',9(56,21%(50$1'6.,00(56(',0(17%$6,1
,167$//%85,('75(1&+6$1'),/7(5 %76
:+(1&216758&7,21,6&203/(7($1'$//$5($6$5(67$%,/,=('
&203/(7(/<5(029(6,/7)(1&($1'6,/7)(1&(287/(76$1'6(('25
67$%,/,=($1<5(68/7,1*%$5($5($6
:0
:9
:
0
:9
:9
:
9
:
9
*9
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
(
U
R
V
L
R
Q
&
R
Q
W
U
R
O
3
O
D
Q
G
Z
J
/
$
<
2
8
7
(
5
2
6
,
2
1
&
2
1
7
5
2
/
3
/
$
1
3
+
$
6
(
,
,
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
EROSION CONTROL PLAN PHASE II
6,7(3/$16
LEGENDEROSION CONTROL NOTES
35,2572&216758&7,21(48,30(17(17(5,1*25(;,7,1*7+(6,7($
&216758&7,21(175$1&(6+$//%(%8,/781/(66(;,67,1*&21',7,216
35(9(17$1<75$&.,1*2)',5708'25'(%5,62))7+(6,7(7+(
&2175$&725:,//%(5(63216,%/(72.((3$//52$'63$5.,1*/276
6,'(:$/.6$1'$'-$&(173523(57,(6)5((2)',5708'2527+(5
'(%5,67+,6:,//,1&/8'(%8,/',1*7+(&216758&7,21(175$1&(
6:((3,1*6&5$3,1*$1':$6+,1*7+(3$9(0(17685)$&(6:+(1
(9(51(('('7+(&216758&7,21(175$1&(6+$//%(&216758&7('
$66+2:1217+(3/$16,)$'(7$,/,61273529,'('&216758&77+(
(175$1&(:,7+&/($172,1&+6721(,1&+(67+,&.29(5
67$%,/,=,1*)$%5,&727+(',0(16,2162))((7:,'($1'/21*
7+((175$1&(6+28/'%(/2&$7('627+$7$//9(+,&/(6/($9,1*7+(
6,7(:,//87,/,=(,7
$//(526,21&21752/'(9,&(66+$//%(3/$&('$66+2:1217+(
'5$:,1*6$1',1$&&25'$1&(:,7+)('(5$/67$7(/2&$/$1'
0$18)$&785(65(&200(1'$7,2167+(3/$16$1''(7$,/6$5(
%$6('217+(1&(526,21$1'6(',0(173/$11,1*$1''(6,*1
0$18$/$1'5(&2*1,=('%(670$1$*(0(1735$&7,&(6 %03
6
7+(&2175$&7256+$//3/$&($1'0$,17$,1$//(526,21&21752/
'(9,&(6$61(('('7+528*+2877+(352-(&76.,00(56(',0(17
%$6,16+$//%(&/($1('287:+(12)7+(92/80(,6)8//2)
6(',0(176,/7)(1&(,672%(&/($1(':+(1+$/)7+()(1&(,6
29(5:+(/0('%<6(',0(17
6,/7)(1&(6+$//+$9(0(7$/67$.(6 12:22'(167$.(6:,//%(
$//2:('7+(%$6(2)7+(6,/7)(1&(6+$//%((;&$9$7('62$672
3529,'($1$5($72%85<7+(%277202)7+()$%5,&$7/($67
,1&+(6,1727+(*5281'7+(67$.(66+$//%('5,9(172$'(37+
7+$7:,//3/$&(7+(%27720)$%5,&$77+(%277202)7+(75(1&+
7+(1%$&.),//7+(%27720)$%5,&217+(83675($06,'(:,7+7+(
0$7(5,$/7+$7:$6(;&$9$7('
6,/7)(1&(6+$//%(3/$&(':+(5((9(5685)$&('5$,1$*(&$1
/($9(7+(6,7(
3/$&(6,/7)(1&(287/(76$7/2:32,176$/21*6,/7)(1&($6
1(&(66$5<
6721(),/7(566+$//%(3/$&(',1$//'5$,1$*(:$<6%87127,1
675($06&5((.6255,9(566721(),/7(566+$//&216,672)$
81,)2500,;2)ó72ô,1&+&/($16721(:5$33(',1),/7(5)$%5,&
$1'&29(5(':,7+,1&+6721(
7(0325$5<6((',1*6+$//&216,672)/,0(#ò7213(5$&5(
)(57,/,=(5#3281'63(5$&5(5<(*5$66 $118$/25
3(5(11,$/ #3281'63(5$&5($1'675$:08/&+#7213(5
$&5(-87(0(6+6+$//%(3/$&('29(508/&+$1'67$.('
:+(1(9(5:,1'6256/23(:,//&$86(7+(08/&+$1'6(('72
%(&20('(3/(7('25(52'('$5($66+$//%(7(0325$5<6(('('
:+(17+(<$5(68%-(&772(526,21$1':,///,('250$17)25$
0217+25025(
$'',7,21$/(526,21&21752/0($685(6$1'2502',),&$7,21672
352326('0($685(60$<%(1(&(66$5<'(3(1',1*21$&78$/6,7(
&21',7,216
$5$,1*$8*(6+$//%(.(37216,7(7+(&2175$&7256+$//,163(&7
$//( 6&0($685(6$7/($6721&($:((.$1':,7+,1+2856
$)7(5$1<67250(9(17*5($7(57+$1$+$/),1&+'85,1*$+285
5(3$,566+$//%(0$'(72( 6&0($685(6,00(',$7(/<5(&25'2)
,163(&7,216$1'$1<&255(&7,9($&7,2166+$//%(.(37216,7(
'(',&$7(''(02/,7,21$1'27+(5:$67($5($6$1'($57+(1
0$7(5,$/672&.3,/(60867%(/2&$7('$7/($67
)52067250
'5$,1625675($0681/(6612$/7(51$7,9(,6)($6,%/(
7+(&2175$&7256+$//0$,17$,1&/26(&217$&7:,7+7+((526,21
&21752/,163(&725$'',7,21$/(526,21&21752/0($685(60$<%(
5(48,5('%<7+((526,21&21752/,163(&7257+$7$5(127
,1',&$7('217+(3/$16,7,67+(&2175$&72565(63216,%,/,7<72
0$,17$,1(526,21216,7(5(*$5'/(662)7+(0($685(65(48,5('
$1<&+$1*(,17+((526,21&21752/0($685(6$1'25*5$',1*
6+$//%(&$//('727+($77(17,212)7+((1*,1((5$1'7+((526,21
&21752/,163(&725
,)&2175$&7252%6(59(66(',0(177+$7+$6'(326,7(',1$675($0
25:(7/$1'&2175$&7250867127,)<7+('(0/55(*,21$/2)),&(
:,7+,1+2856$1'3529,'(:5,77(1127,&(:,7+,1),9('$<6
:($7+(5)25(&$676+$//%(021,725('7+(&2175$&7256+$//
35(3$5()255$,1(9(176%<5((;$0,1,1*$//(526,21&21752/
0($685(635,257267$572)35(&,3,7$7,21$1<5((1)25&(0(17
25&255(&7,2166+28/'%(3(5)250('$1''2&80(17('
,)),//0$7(5,$/,672%(%528*+721727+(352-(&725:$67(
0$7(5,$/6$5(72%(7$.(1)5207+,6352-(&77+,6,1)250$7,21
0867%(',6&/26('$1'6+2:1217+((526,21&21752/$1'
*5$',1*3/$1%2552:$5($6$1''8036,7(6$5(&216,'(5('72
%(3$572)7+,6352-(&7$1'7+(2:1(5,65(63216,%/()25
67$%,/,=$7,21$1'(526,21&21752/0($685(6$77+(6(6,7(6
SKIMMER SEDIMENT BASIN NOTES
*5$'(6.,00(56(',0(17%$6,172',0(16,216$66+2:1213/$16
'85,1*&216758&7,21
21&(6,7(,667$%,/,=('5(029(6.,00(56(',0(17%$6,15(6725(
72352326('*5$'(6
21&(6,7(,667$%,/,=('5(029(6.,00(56(',0(17%$6,15(6725(6,7(,66
72352326('*5$'(672 3
LEGENDLEGEND
CLEARING & GRUBBING NOTES
7+(&2175$&7256+$//5(9,(:3/$16$1','(17,)<$1'6$)(/<0$5.
$//3/$176$1'75((672%(6$9('7+(&2175$&7256+$//3527(&7
$//3/$176$1'75((672%(6$9('7+528*+2877+(&2175$&77+,6
6+$//,1&/8'(352+,%,7,1*$1<:25.:,7+,17+('5,3/,1(2)7+(
75(((;&(3781'(57+(683(59,6,212)$/,&(16('/$1'6&$3(
$5&+,7(&7
$//$5($672%(&/($5('$1'*58%%('6+$//%(6859(<(',17+(
),(/'72(67$%/,6+7+($335235,$7(/,0,762):25.
7+(&2175$&7256+$//7$.(:+$7(9(50($685(61(&(66$5<72
/2&$7($1'3527(&7(;,67,1*87,/,7,(66758&785(6$1'27+(5
)$&,/,7,(6725(0$,1
$//75((66+58%667803652276$1'27+(5'(%5,66+$//%(
5(029(')5206,7($1'',6326('2),1$/(*$/0$11(5
12%851,1*:,//%($//2:('216,7(
6&$/(,1)((7
6&$/(
(;,67,1*3523(57</,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326('6,/7)(1&(
352326('7(0325$5<',9(56,21%(50
(;,67,1*0$-25&217285
(;,67,1*0,125&217285
(;,67,1*6(7%$&./,1(
352326('75((3527(&7,21)(1&(
352326('0,125&217285
352326('0$-25&217285
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
3523)$,5&/27+6.,00(5
35236,/7)(1&(287/(7 7<3
352352&.
&216758&7,21(175$1&(
35237(0325$5<',9(56,21%(50
6((%(506,=,1*&$/&8/$7,21%(/2:
(;,67,1*1$785$/*$6/,1(
ALDI #53 WILMINGTON, NC SKIMMER SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN DESIGN SKIMMER SEDIMENT BASIN EFFICIENCYSKIMMER
BASIN
NUMBER
DRAINAGE
AREA
(acres)
REQUIRED
VOLUME
(cf)
DEPTH
(ft)
WIDTH
(ft)
LENGTH
(ft)
VOLUME
PROVIDED
(cf)
tc TIME OF
CONC.
(min)
INTENSITY
(in/hr)
RUNOFF
COEFFICIENT, C Q (cfs)
REQUIRED
SURFACE AREA
(sf)
AREA PROVIDED
(sf)
WEIR LENGTH
(lf)
SIZE
(in)
ORIFICE RADIUS
(in)
ORIFACE
DIAMETER
(in)
6.
(;<$5',1/(7725(&(,9(%/2&.
$1'*5$9(/,1/(73527(&7,21
35237(0325$5<6.,00(56(',0(17%$6,16.
6((%$6,16,=,1*&$/&8/$7,21%(/2:
7232)%(50
%277202)%$6,1
3523
(0(5*(1&<63,//:$<
(/(9
:,7+1&'27&/$66%5,35$3/,1(5
:;
/;7+,&.
35231$*6(526,21
&21752//,1(5 7<3
ALDI #53 WILMINGTON, NC TEMPORARY DIVERSION BERM DESIGN AND LINING
TEMPORARY
DIVERSION BERM
NAME
DRAINAGE
AREA
(acres)
tc
TIME
OF
CONC.
(min)
INTENSITY
(in/hr)
RUNOFF
COEFFICIENT,
C
Q
(cfs)
TOTAL
RUNOFF, Q
(cfs)
BERM
SLOPE (ft/ft) SECTION
TOP
WIDTH
(ft)
LEFT SIDE
SLOPE,
Z:1 (ft)
RIGHT
SIDE
SLOPE,
Z:1 (ft)
BERM
HEIGHT
(ft)
LENGTH
(ft)
UPPER
INVERT
(ft)
LOWER
INVERT
(ft)
NORMAL
DEPTH
(ft)
FREEBOARD
(ft)
SHEAR
STRESS
(lb/ft2)
VELOCITY
(fps)
n
VALUE
TEMPORARY
LINER
7(0325$5<
',9(56,21%(50
3+$6(
75,$1*8/$5
1$*6
(526,21
&21752/
/,1(5
7(0325$5<
',9(56,21%(50
3+$6(
75,$1*8/$5
1$*6
(526,21
&21752/
/,1(5
352326('/,0,72)',6785%$1&(
352326('1$*6/,1(5
352326('&216758&7,21)(1&(
3523&216758&7,21)(1&( 7<3
35237(0325$5<02817$%/(',9(56,21%(50
6((%(506,=,1*&$/&8/$7,21%(/2:
6,'(6/23(6 + 9
+(,*+7
727$/',6785%('$5($ $&
CONSTRUCTION SEQUENCE
PHASE I
2%7$,11(:+$129(5&2817</$1'',6785%$1&(3(50,7$1'6&+('8/($
35(&216758&7,210((7,1*:,7+1(:+$129(5&2817<
,167$//*5$9(/&216758&7,21(175$1&(7(0325$5<',9(56,21%(506
6,/7)(1&(6,/7)(1&(287/(766.,00(56(',0(17%$6,16.%/2&.
$1'*5$9(/,1/(73527(&7,2175((3527(&7,21)(1&,1*$1'27+(5
0($685(66+2:1213/$1&/($521/<$61(&(66$5<72,167$//7+(6(
'(9,&(66(('08/&+$1'7$&.7(0325$5<',9(56,216$1'%$6,1
,00(',$7(/<$)7(5&216758&7,21
&$//1(:+$129(5&2817<)25$1,1,7,$/,163(&7,21
8321&2817<$33529$/%(*,1&/($5,1**58%%,1*$1''(02/,7,212)
5(0$,1'(52)6,7(0$,17$,1'(9,&(6$61(('('
PHASE II
3(5)250528*+*5$',1*),//,1*$1'&203$&7,212)6,7(
,167$//29(5+($'32:(5/,1(5(5287(,1&/8',1*$//32/(6$1'*8<
:,5(6
PHASE III
,167$//522)'5$,16672506(:(53,3(6<$5'$1'&85%,1/(76$1'
%/2&.$1'*5$9(/,1/(73527(&7,21$66+2:1217+(3/$16
3(5)250),1(*5$',1*3$9,1*$1'27+(5),1$/67$%,/,=$7,21$&7,9,7,(6
.((37+(7(0325$5<',9(56,21%(50,17$&7$6/21*$6&216758&7,21
$//2:6
$6&216758&7,21%(&20(6,03('('5(029(7(0325$5<',9(56,21%(50
$1'),1,6+3$5.,1*/27&216758&7,21
$//(526,21&21752/0($685(66+$//%(,163(&7('$1'0$,17$,1(',)
1(('('$7/($6721&(3(5:((.$1'$)7(5(9(5<5$,1)$//(9(17
67$%,/,=(6,7($6$5($6$5(%528*+78372),1,6+*5$'(:,7+
9(*(7$7,21$1'3$9,1*6(('$1'08/&+'(18'('$5($63(5*5281'
67$%,/,=$7,217,0()5$0(6
5(029('7(0325$5<',9(56,21%(50$1'6.,00(56(',0(17%$6,1
,167$//%85,('75(1&+6$1'),/7(5 %76
:+(1&216758&7,21,6&203/(7($1'$//$5($6$5(67$%,/,=('
&203/(7(/<5(029(6,/7)(1&($1'6,/7)(1&(287/(76$1'6(('25
67$%,/,=($1<5(68/7,1*%$5($5($6
:0
:
9
:0
:9
:
9
:9
:9
*9
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
(
U
R
V
L
R
Q
&
R
Q
W
U
R
O
3
O
D
Q
G
Z
J
/
$
<
2
8
7
(
5
2
6
,
2
1
&
2
1
7
5
2
/
3
/
$
1
3
+
$
6
(
,
,
,
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
EROSION CONTROL PLAN PHASE III
6,7(3/$16
LEGENDEROSION CONTROL NOTES
35,2572&216758&7,21(48,30(17(17(5,1*25(;,7,1*7+(6,7($
&216758&7,21(175$1&(6+$//%(%8,/781/(66(;,67,1*&21',7,216
35(9(17$1<75$&.,1*2)',5708'25'(%5,62))7+(6,7(7+(
&2175$&725:,//%(5(63216,%/(72.((3$//52$'63$5.,1*/276
6,'(:$/.6$1'$'-$&(173523(57,(6)5((2)',5708'2527+(5
'(%5,67+,6:,//,1&/8'(%8,/',1*7+(&216758&7,21(175$1&(
6:((3,1*6&5$3,1*$1':$6+,1*7+(3$9(0(17685)$&(6:+(1
(9(51(('('7+(&216758&7,21(175$1&(6+$//%(&216758&7('
$66+2:1217+(3/$16,)$'(7$,/,61273529,'('&216758&77+(
(175$1&(:,7+&/($172,1&+6721(,1&+(67+,&.29(5
67$%,/,=,1*)$%5,&727+(',0(16,2162))((7:,'($1'/21*
7+((175$1&(6+28/'%(/2&$7('627+$7$//9(+,&/(6/($9,1*7+(
6,7(:,//87,/,=(,7
$//(526,21&21752/'(9,&(66+$//%(3/$&('$66+2:1217+(
'5$:,1*6$1',1$&&25'$1&(:,7+)('(5$/67$7(/2&$/$1'
0$18)$&785(65(&200(1'$7,2167+(3/$16$1''(7$,/6$5(
%$6('217+(1&(526,21$1'6(',0(173/$11,1*$1''(6,*1
0$18$/$1'5(&2*1,=('%(670$1$*(0(1735$&7,&(6 %03
6
7+(&2175$&7256+$//3/$&($1'0$,17$,1$//(526,21&21752/
'(9,&(6$61(('('7+528*+2877+(352-(&76.,00(56(',0(17
%$6,16+$//%(&/($1('287:+(12)7+(92/80(,6)8//2)
6(',0(176,/7)(1&(,672%(&/($1(':+(1+$/)7+()(1&(,6
29(5:+(/0('%<6(',0(17
6,/7)(1&(6+$//+$9(0(7$/67$.(6 12:22'(167$.(6:,//%(
$//2:('7+(%$6(2)7+(6,/7)(1&(6+$//%((;&$9$7('62$672
3529,'($1$5($72%85<7+(%277202)7+()$%5,&$7/($67
,1&+(6,1727+(*5281'7+(67$.(66+$//%('5,9(172$'(37+
7+$7:,//3/$&(7+(%27720)$%5,&$77+(%277202)7+(75(1&+
7+(1%$&.),//7+(%27720)$%5,&217+(83675($06,'(:,7+7+(
0$7(5,$/7+$7:$6(;&$9$7('
6,/7)(1&(6+$//%(3/$&(':+(5((9(5685)$&('5$,1$*(&$1
/($9(7+(6,7(
3/$&(6,/7)(1&(287/(76$7/2:32,176$/21*6,/7)(1&($6
1(&(66$5<
6721(),/7(566+$//%(3/$&(',1$//'5$,1$*(:$<6%87127,1
675($06&5((.6255,9(566721(),/7(566+$//&216,672)$
81,)2500,;2)ó72ô,1&+&/($16721(:5$33(',1),/7(5)$%5,&
$1'&29(5(':,7+,1&+6721(
7(0325$5<6((',1*6+$//&216,672)/,0(#ò7213(5$&5(
)(57,/,=(5#3281'63(5$&5(5<(*5$66 $118$/25
3(5(11,$/ #3281'63(5$&5($1'675$:08/&+#7213(5
$&5(-87(0(6+6+$//%(3/$&('29(508/&+$1'67$.('
:+(1(9(5:,1'6256/23(:,//&$86(7+(08/&+$1'6(('72
%(&20('(3/(7('25(52'('$5($66+$//%(7(0325$5<6(('('
:+(17+(<$5(68%-(&772(526,21$1':,///,('250$17)25$
0217+25025(
$'',7,21$/(526,21&21752/0($685(6$1'2502',),&$7,21672
352326('0($685(60$<%(1(&(66$5<'(3(1',1*21$&78$/6,7(
&21',7,216
$5$,1*$8*(6+$//%(.(37216,7(7+(&2175$&7256+$//,163(&7
$//( 6&0($685(6$7/($6721&($:((.$1':,7+,1+2856
$)7(5$1<67250(9(17*5($7(57+$1$+$/),1&+'85,1*$+285
5(3$,566+$//%(0$'(72( 6&0($685(6,00(',$7(/<5(&25'2)
,163(&7,216$1'$1<&255(&7,9($&7,2166+$//%(.(37216,7(
'(',&$7(''(02/,7,21$1'27+(5:$67($5($6$1'($57+(1
0$7(5,$/672&.3,/(60867%(/2&$7('$7/($67
)52067250
'5$,1625675($0681/(6612$/7(51$7,9(,6)($6,%/(
7+(&2175$&7256+$//0$,17$,1&/26(&217$&7:,7+7+((526,21
&21752/,163(&725$'',7,21$/(526,21&21752/0($685(60$<%(
5(48,5('%<7+((526,21&21752/,163(&7257+$7$5(127
,1',&$7('217+(3/$16,7,67+(&2175$&72565(63216,%,/,7<72
0$,17$,1(526,21216,7(5(*$5'/(662)7+(0($685(65(48,5('
$1<&+$1*(,17+((526,21&21752/0($685(6$1'25*5$',1*
6+$//%(&$//('727+($77(17,212)7+((1*,1((5$1'7+((526,21
&21752/,163(&725
,)&2175$&7252%6(59(66(',0(177+$7+$6'(326,7(',1$675($0
25:(7/$1'&2175$&7250867127,)<7+('(0/55(*,21$/2)),&(
:,7+,1+2856$1'3529,'(:5,77(1127,&(:,7+,1),9('$<6
:($7+(5)25(&$676+$//%(021,725('7+(&2175$&7256+$//
35(3$5()255$,1(9(176%<5((;$0,1,1*$//(526,21&21752/
0($685(635,257267$572)35(&,3,7$7,21$1<5((1)25&(0(17
25&255(&7,2166+28/'%(3(5)250('$1''2&80(17('
,)),//0$7(5,$/,672%(%528*+721727+(352-(&725:$67(
0$7(5,$/6$5(72%(7$.(1)5207+,6352-(&77+,6,1)250$7,21
0867%(',6&/26('$1'6+2:1217+((526,21&21752/$1'
*5$',1*3/$1%2552:$5($6$1''8036,7(6$5(&216,'(5('72
%(3$572)7+,6352-(&7$1'7+(2:1(5,65(63216,%/()25
67$%,/,=$7,21$1'(526,21&21752/0($685(6$77+(6(6,7(6
727$/',6785%('$5($ $&
SKIMMER SEDIMENT BASIN NOTES
*5$'(6.,00(56(',0(17%$6,172',0(16,216$66+2:1213/$16
'85,1*&216758&7,21
21&(6,7(,667$%,/,=('5(029(6.,00(56(',0(17%$6,15(6725(
72352326('*5$'(6
21&(6,7(,667$%,/,=('5(029(6.,00(56(',0(17%$6,15(6725(6,7(,66
72352326('*5$'(672 3
LEGENDLEGEND
CLEARING & GRUBBING NOTES
7+(&2175$&7256+$//5(9,(:3/$16$1','(17,)<$1'6$)(/<0$5.
$//3/$176$1'75((672%(6$9('7+(&2175$&7256+$//3527(&7
$//3/$176$1'75((672%(6$9('7+528*+2877+(&2175$&77+,6
6+$//,1&/8'(352+,%,7,1*$1<:25.:,7+,17+('5,3/,1(2)7+(
75(((;&(3781'(57+(683(59,6,212)$/,&(16('/$1'6&$3(
$5&+,7(&7
$//$5($672%(&/($5('$1'*58%%('6+$//%(6859(<(',17+(
),(/'72(67$%/,6+7+($335235,$7(/,0,762):25.
7+(&2175$&7256+$//7$.(:+$7(9(50($685(61(&(66$5<72
/2&$7($1'3527(&7(;,67,1*87,/,7,(66758&785(6$1'27+(5
)$&,/,7,(6725(0$,1
$//75((66+58%667803652276$1'27+(5'(%5,66+$//%(
5(029(')5206,7($1'',6326('2),1$/(*$/0$11(5
12%851,1*:,//%($//2:('216,7(
6&$/(,1)((7
6&$/(
(;,67,1*3523(57</,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
352326('6,/7)(1&(
352326('7(0325$5<',9(56,21%(50
352326('/,0,72)',6785%$1&(
(;,67,1*0$-25&217285
(;,67,1*0,125&217285
(;,67,1*6(7%$&./,1(
352326('75((3527(&7,21)(1&(
352326('0,125&217285
352326('0$-25&217285
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
3523)$,5&/27+6.,00(5
35236,/7)(1&(287/(7 7<3
(;<$5',1/(7725(&(,9(%/2&.
$1'*5$9(/,1/(73527(&7,21
352326('672506(:(5/,1(
3523<$5',1/(7:,7+%/2&.$1'
*5$9(/,1/(73527(&7,21 7<3
3523&$7&+%$6,1:,7+%/2&.$1'
*5$9(/,1/(73527(&7,21 7<3
352352&.
&216758&7,21(175$1&(
CONSTRUCTION SEQUENCE
PHASE I
2%7$,11(:+$129(5&2817</$1'',6785%$1&(3(50,7$1'6&+('8/($
35(&216758&7,210((7,1*:,7+1(:+$129(5&2817<
,167$//*5$9(/&216758&7,21(175$1&(7(0325$5<',9(56,21%(506
6,/7)(1&(6,/7)(1&(287/(766.,00(56(',0(17%$6,16.%/2&.
$1'*5$9(/,1/(73527(&7,2175((3527(&7,21)(1&,1*$1'27+(5
0($685(66+2:1213/$1&/($521/<$61(&(66$5<72,167$//7+(6(
'(9,&(66(('08/&+$1'7$&.7(0325$5<',9(56,216$1'%$6,1
,00(',$7(/<$)7(5&216758&7,21
&$//1(:+$129(5&2817<)25$1,1,7,$/,163(&7,21
8321&2817<$33529$/%(*,1&/($5,1**58%%,1*$1''(02/,7,212)
5(0$,1'(52)6,7(0$,17$,1'(9,&(6$61(('('
PHASE II
3(5)250528*+*5$',1*),//,1*$1'&203$&7,212)6,7(
,167$//29(5+($'32:(5/,1(5(5287(,1&/8',1*$//32/(6$1'*8<
:,5(6
PHASE III
,167$//522)'5$,16672506(:(53,3(6<$5'$1'&85%,1/(76$1'
%/2&.$1'*5$9(/,1/(73527(&7,21$66+2:1217+(3/$16
3(5)250),1(*5$',1*3$9,1*$1'27+(5),1$/67$%,/,=$7,21$&7,9,7,(6
.((37+(7(0325$5<',9(56,21%(50,17$&7$6/21*$6&216758&7,21
$//2:6
$6&216758&7,21%(&20(6,03('('5(029(7(0325$5<',9(56,21%(50
$1'),1,6+3$5.,1*/27&216758&7,21
$//(526,21&21752/0($685(66+$//%(,163(&7('$1'0$,17$,1(',)
1(('('$7/($6721&(3(5:((.$1'$)7(5(9(5<5$,1)$//(9(17
67$%,/,=(6,7($6$5($6$5(%528*+78372),1,6+*5$'(:,7+
9(*(7$7,21$1'3$9,1*6(('$1'08/&+'(18'('$5($63(5*5281'
67$%,/,=$7,217,0()5$0(6
5(029('7(0325$5<',9(56,21%(50$1'6.,00(56(',0(17%$6,1
,167$//%85,('75(1&+6$1'),/7(5 %76
:+(1&216758&7,21,6&203/(7($1'$//$5($6$5(67$%,/,=('
&203/(7(/<5(029(6,/7)(1&($1'6,/7)(1&(287/(76$1'6(('25
67$%,/,=($1<5(68/7,1*%$5($5($6
ALDI #53 WILMINGTON, NC SKIMMER SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN DESIGN SKIMMER SEDIMENT BASIN EFFICIENCYSKIMMER
BASIN
NUMBER
DRAINAGE
AREA
(acres)
REQUIRED
VOLUME
(cf)
DEPTH
(ft)
WIDTH
(ft)
LENGTH
(ft)
VOLUME
PROVIDED
(cf)
tc TIME OF
CONC.
(min)
INTENSITY
(in/hr)
RUNOFF
COEFFICIENT, C Q (cfs)
REQUIRED
SURFACE AREA
(sf)
AREA PROVIDED
(sf)
WEIR LENGTH
(lf)
SIZE
(in)
ORIFICE RADIUS
(in)
ORIFACE
DIAMETER
(in)
6.
35237(0325$5<6.,00(56(',0(17%$6,16.
6((%$6,16,=,1*&$/&8/$7,21%(/2:
7232)%(50
%277202)%$6,1
3523
(0(5*(1&<63,//:$<
(/(9
:,7+1&'27&/$66%5,35$3/,1(5
:;
/;7+,&.
352326('1$*6/,1(5
35231$*6(526,21
&21752//,1(5 7<3
352326('&216758&7,21)(1&(
3523&216758&7,21)(1&( 7<3
35236)
%8,/',1*
))(
:0
:
9
:
0
:9
:
9
:9
:9
*9
LANDSCAPING REQUIREMENTS
STREET YARD:
35,0$5<
&$123<75((&$/,3(53(56)
6+58%63(56)
)5217$*( /)/) '5,9(:$< /)
$5($ /)[/) 6)6) 6,'(:$/. 6)
6)6) 75((6
[6+58%6 6+58%6
&$123<75((6 5(48,5('727$/
(;,67,1*
3529,'('
727$/
6+58%6 5(48,5(' 727$/
(;,67,1*
3529,'('
727$/
$'',7,21$/3/$17,1*6725('8&(6(7%$&.
'(&,'828625(9(5*5((175((72,1&$/,3(53(5
/)2))5217$*(
/))5217$*(/) 75((6
(9(5*5((175((6 5(48,5('
3529,'('
6(&21'$5<
81'(56725<75((6&$/,3(53(56)
6+58%63(56)
)5217$*( /)/) '5,9(:$< /)
/)[/) 6)
6)[81'(56725<75((66)
81'(56725<75((6
6)[6+58%66) 6+58%6
81'(56725<75((6 5(48,5('727$/
(;,67,1*
3529,'('
727$/
6+58%6 5(48,5('
3529,'('
PARKING ISLANDS & PLANTING AREAS:
75((3(53$5.,1*,6/$1'2)75((66+$//%(&$123<
75((6,1&$/,3(5
,6/$1'6[75((3(5,6/$1' 75((6
75((6[ &$123<75((6
&$123<75(( 5(48,5('
3529,'('
81'(56725<75(( 5(48,5('
3529,'('
,17(5,253/$17,1*,6/$1'66+$//127%(/(667+$1
)((7,1:,'7+$1'6+$//,1&/8'($0,1,0802)6)2)
23(13/$17,1*$5($)2575((6
PARKING LOT PERIMETER
$/$1'6&$3('675,3)7,1:,'7+$/21*$1<3$5.,1*/27
$%877,1*$675((75,*+72):$<&216,67,1*2)21(
&$/,3(5(9(5*5((125'(&,'828675(((9(5<72
)((72&
/)2)3$5.,1*3(5,0(7(5)((72&
(9(5*5((175((6 5(48,5('
3529,'('
FOUNDATION PLANTING
7+($5($2)7+(%8,/',1*)$&($'-$&(17727+(3$5.,1*
$5($25,17(51$/'5,9(,6/(6+$//%(&20387('$1'
08/7,3/,('%<$0,1,0802)7+(5(68/7$17727$/
648$5()227$*(6+$//%(3/$17('$6/$1'6&$3('$5($6
2)9$5<,1*9$5,(7<+(,*+7$1'6,=(
5(48,5('
%/'*)5217$*(
%/'*+7
6)
3529,'('
3/$17(5648$5()227$*( 6)
KEY QUA.BOTANICAL NAMECOMMON NAMEHEIGHTSPREADROOTCALIPER
CANOPY TREES
50 $&(558%580 5('0$3/(
% %
UNDERSTORY TREES
6%$0(/$1&+,(5&$1$'(16,6 6+$'%/2:6(59,&(%(55<
% %
EVERGREEN TREES
'+ ,/(;&$66,1('$+221+2//<
% %
SHRUBS
-&&/(<(5$-$321,&$-$3$1(6(&/(<(5$*$/
GROUND COVERS
&--81,3(586+25,=217$/,6 &5((3,1*-81,3(56
LEGEND
1
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
LANDSCAPING PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
LEGEND
(;,67,1*3523(57</,1(
(;,67,1*6(7%$&./,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*75((/,1(
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
S.
R
.
2
7
3
4
(
M
A
R
S
H
O
A
K
S
D
R
.
)
R/
W
V
A
R
I
E
S
US HWY 17 (MARKET ST.)
100' R/W
352326('&$123<75(( 50
352326('6+58% -&
352326('*5281'&29(5 &-
352326('81'(56725<75(( 6%
LANDSCAPING NOTES
35,2572$1<&/($5,1**5$',1*25&216758&7,21$&7,9,7<75((3527(&7,21)(1&,1*
6+$//%(,167$//('$5281'3527(&7('75((625*529(62)75((612&216758&7,21
:25.(56722/60$7(5,$/6259(+,&/(66+$//%(3(50,77(':,7+,17+(75((3527(&7,21
)(1&,1*
$0,1,0802))285,1',9,'8$/62,/6$03/(66+$//%(7$.(17+528*+2877+(6,7()25
29(5$//62,/$1$/<6,6
7+(0,1,080'(37+2)72362,/6+$//%(,1&+(6,1/$:1$5($6$1'$0,1,0802)
,1&+(6,1/$1'6&$3(3/$17,1*$5($6
$)7(57+(72362,/,6,13/$&(,76+$//%(),1(*5$'('5(029,1*$//5227667,&.6
6721(6$1''(%5,6*5($7(57+$1,1&+(6,1$1<',0(16,217+(72362,/6+$//%(),1(
*5$'('727+(/,1(6$1'*5$'(66+2:1217+(3/$16
7+(72362,/62,/6+$//+$9($3+2)72$1'$125*$1,&&217(172)727+(
*5$'$7,212)7+(72362,/6+$//%(3$66,1*,1&+6,(9(723$66,1*7+(
,1&+6,(9(723$66,1*7+(ó,1&+6,(9($1'723$66,1*7+(126,(9(
&2175$&7257287,/,=($//216,7(72362,/&2175$&7256+$//6833/<$'',7,21$/
72362,/$712$'',7,21$/&267722:1(5,)(;,67,1*72362,/,612768)),&,(17720((7
7+(1(('62)7+,6352-(&7
/,0(2)7<3(5(&200(1'(')2562,/&21',7,21,1*6+$//%(86('7275($7$&,',&62,/6
/$:1)(57,/,=(56+$//%(1,752*(13+263+2586$1'327$6+:+(5(2)
7+(1,752*(1,6'(5,9(')52085($)2506285&(
/$:16(('6+$//%(³%<:(,*+7385,7<*(50,1$7,212)3(11),1(3(5(11,$/
5<(´ ³%<:(,*+7 385,7<*(50,1$7,212)3(11/$:15(')(6&8(´ ³%<
:(,*+7385,7<*(50,1$7,212)&20021.(178&.<%/8(*5$66´
:+(13/$&,1*%<+<'526((',1*$33/,&$7,21)(57,/,=(56+$//%(3/$&('$73281'6
3(5$&5(+<'5208/&+$73281'63(5$&5(:$7(5$7*$//2163(5$&5($1'
6(('$7$0,1,0802)3281'63(5$&5($//29(5635$<$5($66+$//%(3523(5/<
&/($1('$1'5(6725('$712(;3(16(727+(&2175$&7
,)3/$&,1*%<0(&+$1,&$/0($16)(57,/,=(56+$//%(3/$&('$73281'63(5
648$5()((76(('$73281'63(5648$5()((7$1'675$:08/&+$772163(5
$&5(3/$&()(57,/,=(5$1'6(('7+(1/,*+7/<5$.($1'7+(52//:,7+3281'
52//(508/&+7+($5($$1'7+(1:$7(5675$:0$<1(('72%(6(&85('7235(9(17,7
%/2:,1*$:$<
:$7(5/$:1$5($6$61(('('72352027(*52:7+7+(&2175$&725:,//%(
5(63216,%/(72:$7(55(6(('25:25.:+(11(&(66$5<72,1685(7+(*52:7+2)7+(
/$:1817,/$&203/(7($1'81,)25067$1'2)*5$66+$6*52:1$1'%((1&87$7/($67
7:,&(
&2175$&72572),(/'9(5,)</2&$7,212)(;,67,1*87,/,7,(6%()25(%(*,11,1*2)
*5$',1*$1'/$1'6&$3(,167$//$7,21
81/(6627+(5:,6(127('217+('5$:,1*6$//$5($61275(&(,9,1*6758&785(6
3$9(0(175,35$3/$1'6&$3,1*2527+(5,03529(0(17625)8785(,03529(0(176
6+$//%(&216,'(5('/$:1$5($6$1'5(&(,9(72362,/$1'6((',1*3(5'5$:,1*6$1'
$%29(67$7('5(48,5(0(176
3/$17,1*66+$//%(6833/,(',1$&&25'$1&(:,7+7+(3/$16$1'$16,³$0(5,&$1
67$1'$5')251856(5<672&.´,1*22'+($/7+9,*25286$1')5((2),16(&76/$59$(
(**6'()(&76$1'',6($6(
3/$17,1*%('66+$//%(35(3$5('%</226(1,1*7+(723)2272)72362,/3/$176
6+$//%(/2&$7('3(57+(3/$167+(+2/(66+$//%((;&$9$7(' 3(57+('(7$,/6217+(
'5$:,1*6 :,7+7+(&(17(56/,*+7/<+,*+(572352027('5$,1$*(86($72362,/
%$&.),//0,;2)3$57672362,/3$573($702663$57:(//5277('0$185($1'
3281'63/$17,1*)(57,/,=(5$1'3523(5/<0,;('3(5&8%,&<$5'%(50$5281'
3/$17672)250$%2:/6+$3(
:(('%$55,(50$'()520),%(5*/$66$1'8/75$9,2/(7/,*+75(6,67$176+$//%(3/$&(
81'(5$//3/$17,1*%('635,2508/&+,1*
$//75((6$1'6+58%66+$//%(67$.('$6'(7$,/('217+('5$:,1*675((:5$33,1*
:,//%(3529,'('$77+(%$6(2)$//75((6$6'(7$,/('
08/&+6+$//%(6+5(''('%$5.$1':22'&+,36ô72,1&+,16,=(81,)250/<
0,;('$1')5((2)(/0:22'08/&+6+$//%(3/$&('81,)250/<29(57+(3/$17,1*%('
$//2:,1*12:(('%$55,(572%(6((1
$///$1'6&$3,1*6+$//%(*8$5$17((')2521(<($5$)7(5),1$/$&&(37$1&($1<
3/$17,1*6,11(('2)5(3/$&(0(17:,//%(*8$5$17((')5207+(7,0(2)5(3/$&(0(17
,)$)7(5),1$/$&&(37$1&(
352326('($6(0(17
352326('29(5+($'32:(5/,1(
352326('75((3527(&7,21)(1&(
25' REAR SETBACK
37.5' FRONT PAVEMENT SETBACK
35
'
R
I
G
H
T
S
I
D
E
S
E
T
B
A
C
K
30
'
L
E
F
T
S
I
D
E
S
E
T
B
A
C
K
100' FRONT BUILDING SETBACK
352326(''8.((1(5*<
',675,%87,21/,1(($6(0(17
35235(7$,1,1*:$//
352387,/,7<32/( 7<3
3523
*8<:,5( 7<3
352326('(9(5*5((175(( '+
352375((
3527(&7,21)(1&( 7<3
35,0$5<
675((7<$5'
/$1'6&$3,1*%8))(5
3$5.,1*/273(5,0(7(5
/$1'6&$3,1*%8))(5 7<3
%8,/',1*
3(5,0(7(53/$17(5
$3352;
;
6)
%8,/',1*
3(5,0(7(53/$17(5
$3352;
;
6)
(;,67,1*1$785$/*$6/,1(
dZ Z DKs>^hDDZz
dZ dzW DKhEdZ DKs
ϴΗK<ϭ
ϴΗW/E ϭ
ϴΗD'EK>/ϭ
ϭϬΗK<Ϯ
ϭϮΗK<ϭ
ϭϮΗD'EK>/ϭ
ϮϬΗK<ϭ
ϮϰΗW/E ϭϱ
ϮϰΗK<ϰ
ϮϰΗK<>h^d Ztͬ
ϯϲΗ^ ϭ
ϮϲΗK<ϭ
ϯϬΗW/E ϯ
ϯϬΗ W/E ϭ
ϯϲΗK<Ϯ
3523
+,*+
:,'('8$/
0(7$/6:,1**$7(
:,7+'(&.%2$5'6
35236)
%8,/',1*
))(
%8,/',1*
3(5,0(7(53/$17(5
$3352;
;
6)
6(&21'$5<675((7
<$5'6(7%$&.
6(&21'$5<675((7
<$5'6(7%$&.
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
/
D
Q
G
V
F
D
S
L
Q
J
3
O
D
Q
G
Z
J
/
$
<
28
7
/
$
1
'
6
&
$
3
,
1
*
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
*
9
LIGHTING NOTES
$//3$5.,1*63$&(66+$//+$9($0,1,080/,*+7/(9(/2)
)227&$1'/(
/,*+7/(9(/60$<7$3(52))72:$5'67+(287(5('*(2)
3$5.,1*),(/'72,1&/8'('5,9(:$<(175$1&(6$1'(;,76%87
6+$//%(12/(667+$1)227&$1'/(
3$5.,1*$5($/,*+7),;785(66+$//127%(02817('$7$
+(,*+7*5($7(57+$1)((7$%29(),1,6+*5$'(
7+(,17(172)7+('5$:,1*,6726+2:)227&$1'/(/(9(/6
%$6('21),;785(66+2:1$&78$//(9(/60$<%(9$5<%$6('
21$&78$/),;785(,167$//('
&2175$&725726833/<(/(&75,&$/723</216,*1
ELECTRICAL CONNECTION NOTE
7+,6,6$6,7(/,*+7,1*&$/&8/$7,213/$121/<$1''2(6127
3529,'((/(&75,&$/&211(&7,216)25),;785(66+2:16,7(
'(9(/23(56 2:1(56%8,/'(56$1'*(1(5$/&2175$&7256 $5(
5(63216,%/()25&225',1$7,1*:,7+%8,/',1*(/(&75,&$/
&2175$&7252532:(5&203$1<)2532:(5&211(&7,216)25
$//),;785(6
CALCULATION SUMMARY
$9(5$*(0$;0,1$9*0,1
3523(57<
3$5.,1*
$5($6
LEGEND
1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
/
L
J
K
W
L
Q
J
3
O
D
Q
G
Z
J
/
$
<
2
8
7
/
,
*
+
7
,
1
*
3
/
$
1
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
LIGHTING PLAN
6,7(3/$16
6&$/(,1)((7
6&$/(
LEGEND
(;,67,1*3523(57</,1(
(;,67,1*6(7%$&./,1(
(;,67,1*$%877,1*3523(57</,1(
(;,67,1*($6(0(17
(;,67,1*:22')(1&(
(;,67,1*&20081,&$7,216/,1(
(;,67,1*:$7(5/,1(
(;,67,1*29(5+($'32:(5/,1(
(;,67,1*81'(5*5281'32:(5/,1(
(;,67,1*)25&(0$,1
(;,67,1*672506(:(5/,1(
)227&$1'/(6
3523'(&25$7,9(
:$//6&21&( 7<3
3523%8,/',1*02817('
:$//3$&. 7<3
3523/,*+732/( 7<3
LUMINAIRE SCHEDULE
6<0%2/'(6&5,37,21 LAMP /80(16//)+(,*+7 )7 48$17,7<
&5((
;63:$0&8&63 /8
&5((
$/:/('8'&*
&5((
264$100($.8/&6
:264'$&6
&/663
'36$%/
&5((
264$100($.8/&6
:264'$&6
&/663
'36$%/
&5((
264$100($.8/&6
:264'$&6
&/663
'36$%/
&5((
264$100($.8/&6
:264'$&6
&/663
'36$%/
6((6+((7 )2563(&,),&$7,21
352326('($6(0(17
352326('29(5+($'32:(5/,1(
(;,67,1*1$785$/*$6/,1(
35236)
%8,/',1*
))(
1'
-
9
"
T
Y
P
I
C
A
L
3 3/4"3 3/4"
1'-2 1/2"6"1'-4"2'-4 1/2"1'-1 1/2"6"1'-3"6"1'-2 1/4"6"1'-3 1/2"
5 3/4"
3 3/4"
5 3/4"
1'-2 1/2"
5 7/8"
1'-4 3/8"
3 3/4"
3
1
/
4
"
3
1
/
2
"
3 1/2"
4
1
/
2
"
3
1
/
2
"
3 3/4"
11
1
/
8
"
3
1
/
2
"
3 3/4"
6 3/4"
1'-2"5 1/2"4"
1'-
1
1
/
2
"
1 3/4"
5 1/2"4 1/2"
8
1
/
2
"
3 3/4"
6
1
/
4
"
6
1
/
4
"
6
1
/
4
"
6
1
/
4
"
3 3/4"3 3/4"1'-4 1/2"
2
1
/
2
"
8
3
/
4
"
3
3
/
8
"
7 1/2"
3
1
/
4
"
3 3/4"
3
3
/
4
"
3
3
/
4
"
2"
4"
3'
-
2
"
$'$6<0%2/:,7+%$&.*5281'
126&$/(
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
&2
1
6
7
5
8
&
7
,
2
1
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
HU
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
CONSTRUCTION DETAILS
6,7(3/$16
123$5.,1*'(7$,/
126&$/(
&21&5(7(&85%$1'*877(5
126&$/(
127(6
&21&5(7(6+$//%(36,
&2175$&7,21-2,1766+$//%(63$&('$7
,17(59$/625
,17(59$/6:+(1$0$&+,1(,686('
(;3$16,21-2,1766+$//%(63$&('$7
,17(59$/6
),1,6+$//&21&5(7(:,7+&85,1*&203281'
)2//2:$//$33/,&$%/($&,5(48,5(0(176
)5217(/(9$7,21 6(&7,21
5$',86
-2,17),//(5
67$1'$5'&85%$1'*877(5
5$',865$',86
5$',86
0,1
&21&5(7(6,'(:$/.
126&$/(
127(6
75$169(56((;3$16,21-2,17672%($0$;,0802))((7
$//&21&5(7(72%(),1,6+(':,7+&85,1*&203281'
$,1&+'(37+,65(48,5('$7/2&$7,2162)'5,9(:$<&5266,1*6$7675((7,17(56(&7,216 $/21*7+(/(1*7+2)5$',86
&85%5(78516 $1',17+(+$1',&$35$036
)7
35
2
3
2
6
(
'
6
,
'
(
:
$
/
.
5,
*
+
7
2
)
:
$
<
/
,
1
(
*5
$
6
6
(
'
8
7
,
/
,
7
<
6
7
5
,
3
&
8
5
%
$
1
'
*
8
7
7
(
5
3/$19,(:
75$169(56((;3$16,21-2,17
7<3,&$/6(&7,21
9$5,(6
0$
;
,
0
8
0
*5$66('87,/,7<675,3
&85%
$1'*877(5
352326('6,'(:$/.
&21&5(7(36,
&203$&7('72$'(16,7<
2)12/(667+$1
6,'(:$/.685)$&(-2,17),//(5
5$',86
&85%5$03
126&$/(
6,'(:$/.
0$;
87,/,7<675,3
7<3
0,1'523
&85%
&85%
75$16,7,21
0,15$03
:,'7+
127(6
5$036:,7+)/$5('6,'(6:,//%(86(':+(11(('(')253('(675,$1&,5&8/$7,21 6(('(7$,/$%29(
5$036:,7+5(7851('&85%:,//%(86(':+(1)/$5('6,'(6$5(1271(('(')253('(675,$1&,5&8/$7,21 6(('(7$,/%(/2:
'(7(&7$%/(:$51,1*'20(6:,//&29(5
/(1*7+$1')8//:,'7+2)7+(5$03)/225
'(7(&7$%/(:$51,1*'20(6:,//&2175$679,6,%,/,7<:,7+$'-2,1,1*685)$&((,7+(5/,*+721'$5.25'$5.21/,*+76(48(1&(
5$03:,'7+:,//0$7&+
6,'(:$/.:,'7+
&85%
75$16,7,21
,620(75,&9,(:6(&7,21%%
%
%
$
$
6(&7,21$$
,620(75,&9,(:6(&7,21''
6(&7,21&&
&
&
'
'
'(7(&7$%/(:$51,1*'20(6
352326('25)8785(
6,'(:$/.
67'
(;3$16,21-2,17
'(7(&7$%/(
:$51,1*
685)$&(
(;3$16,21
-2,17
0,1
0,1
[
0,1/$1',1*
9$5
0,1
'(7(&7$%/(
:$51,1*685)$&(
0$;5$036/23(
%$6(',$0(7(5
5725
723',$0(7(5
2)%$6(',$0(7(5
0,1
6,'(:$/.
7232)&85%
*877(5
0$;6/23(
0,1
(;3$16,21-2,17
'(7(&7$%/(
:$51,1*
685)$&(
&216758&7
5281'('
&251(56
(;,67,1*352326('25
)8785(6,'(:$/.
67'
'(7(&7$%/(
:$51,1*685)$&(
0$;5$036/23(
7232)&85%
*877(5
&85%&85%
127(6
3$9(0(170$5.,1*6+$//%(/2&$7('$75($52)($&+$&&(66,%/(3$5.,1*63$&(
3$9(0(170$5.,1*6752.(:,'7+6+$//%(0,1,080
3$,176+$//%(6833/,(',1$&&25'$1&(:,7+$$6+72 0/$7(67$'',7,21
$'$3$5.,1*$1'&+$5$&7(566+$//%(3$,17('<(//2:,1&2/25
3(567$7(
3(
5
6
7
$
7
(
&(17(52)
3$5.,1*63$&(
5($52)3$5.,1*63$&(
3$5.,1*675,3,1*
0,1,080%25'(5
6<0%2/2)$&&(66,%,/,7<21%$&.*5281'
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
&2
1
6
7
5
8
&
7
,
2
1
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
HU
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
CONSTRUCTION DETAILS
6,7(3/$16
67$1'$5'6,*1,167$//$7,21
126&$/(
127(6
675((71$0(6,*166+$//%($0,1,0802)(;758'('
$/80,180%/$'(6$1'0867&21)25072087&'
*8,'(/,1(6:,7+/(77(5,1*,15()/(&7,9(6,/9(5
5()/(&7,9(*5((1%$&.*5281'
$//5()/(&7,9(6,*166+$//%(0$'(2)(1*,1((5,1*
*5$'(25+,*+,17(16,7<*5$'(5()/(&7,9(6+((7,1*
25$33529('(48,9$/(17
$//6,*163/$&(',15,*+72):$<:,//%($33529('%<
72:1
6(1*,1((5
(5(&7675((76,*163/80%
'(9(/23(56+$//%(5(63216,%/()25)851,6+,1*
(5(&7,1*$//675((71$0( 5(*8/$725<6,*16
$//6,*160867&21)25072087&'*8,'(/,1(6
67$1'$5'67236,*1
:,7+287&85%25*877(5
27+(55(*8/$725<6,*16
:,7+2877<3,&$/9$//(<*877(5
67$1'$5'675((71$0(6,*1
6((127(6
:,7+&21&5(7(&85%$1'*877(5
72
0,1
*$/967((/6,*1
3267)7:,7+
:,'()/$1*(
5,
21$/80,180
6,*1%/$1.
3
(
'
(
6
7
5
,
$
1
$
5
(
$
3('(67,5$1
$5($
0,172
0$;
0,1
3('(675,$1
$5($
3
(
'
(
6
7
5
,
$
1
$
5
(
$
12
/
(
6
6
7
+
$
1
7<3,&$/9$//(<*877(5
5,21
$/80,180%/$1.
*$/967((/6,*1
3267)7:,7+
:,'()/$1*(
0,1
0,172
0$;
0,1
3('(675,$1
$5($
67'$/80,180
3,3(2527+(5
$33529('3267
$'$6,*1$1'3267
126&$/(
7<3
7<3
7<39$1
$&&(66,%/(
7
<
3
7<3,&$/$'$67$//
126&$/(
$'$6,*1$1'3267 6(('(7$,/
127(
3581(/2:(5%5$1&+(62)75((%$&.720$,17581.62
7+$75(0$,1,1*+($',6$3352;2)727$/75((+(,*+7
:5$37581.2)75((:,7+67$1'$5'
75((:5$33,1*3$3(5 &5$3( 67$57,1*
)520%27720:,1',1*83:$5'6
817,(%$//,1*675,1*)520%$6(2)7581.
$//2:7+,1/$<(52)62,/72&29(5%$//
'(35(66,21)25:$7(5$50808/$7,21
%(506,=(72%(3520,1(17&203$&7
287(5('*(:,7+)22735,17
*5281'75($7('67$.(6 67$.(663$&('(48,',67$17
3((/%$&.%85/$3
%$&.),//3$57&203267:,7+3$576(;,67,1*62,/
&203$&7%$&.),//,1
%277202)+2/(
58%%(5+26($7&217$&732,176
1</21&25'
08/&+
('*(
7:,&(5$',862)
5227%$//
0,1,080
%$5.08/&+
7<375((3/$17,1*'(7$,/
126&$/(
7<36+58%(9(5*5((13/$17,1*'(7$,/
126&$/(
127(
$//6+58%(9(5*5((1%('66+$//%(5$,6('$%29($'-$&(17*5$'(
$1'7,//(':,7+62,/&21',7,21(5
$//6+58%(9(5*5((1%('6,13$5.,1*,6/$1'621/<6+$//%(5$,6('
$%29($'-$&(17*5$'($1'7,//(':,7+62,/&21',7,21(5
$//2:7+,1/$<(52)
62,/72&29(5%$//
5227%$//72%(
$%29((;,67,1**5$'(
%$6('2162,/'5$,1$*(
,03257('723
62,/
3((/%$&.%85/$3
21% %6+58%6
%$&.),//3$57
&203267('%$5.:,7+
3$576(;,67,1*62,/
&203$&7%$&.),//
,1%277202)+2/(
7:,&(5$',862)%$//
0,1,080
%$5.08/&+
7<36+58%(9(5*5((13/$17,1*'(7$,/
127726&$/(
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
5(6(59('
9$1
$&&(66,%/(
3$5.,1*
53 21/<$79$1$&&(66,%/(63$&(6
,1&5($6(72:+(1
3('(675,$13$7+)520
&$572:$/.3$66(6%<
2581'(56,*1
:+,7(%$&.*5281'
:+,7(6<0%2/
%/8(
*5((1
5
:+,7(%$&.*5281'
*5((1
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
&2
1
6
7
5
8
&
7
,
2
1
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
HU
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
CONSTRUCTION DETAILS
6,7(3/$16
127(6
5(029($//%$55,(568321&203/(7,212)352-(&7
/$1'6&$3,1*3/$166+$//6+2:7+(/2&$7,2162)$//75((3527(&7,21)(1&(6
3/$19,(:2)5227=21(
6(($33529('75((
35(6(59$7,213/$1)255(48,5('
5$',862)75((%$55,(5
)253581,1*6((
,17(51$7,21$/62&,(7<2)
$5%25,&8/785(63(&6
75((/,0%
5(029$/
'5
,
3
/
,
1
(
0,1,080:,'7+)25
&$/75((62560$//(5
21()227)25($&+,1&+2)
7581.',$0(7(525+(,*+72)
75((:+,&+(9(5,6*5($7(5
%$5.08/&+3/$&(
%$5.08/&+$7$5($6127
3527(&7('%<%$55,(5
'($'75((6$1'6&58%2581'(5*52:7+
6+$//%(&87)/86+:,7+$'-$&(17*5$'(
12*58%%,1*$//2:('81'(5'5,3/,1(
[67$1'$5'6[
5$,/62525$1*(6$)(7<
)(1&,1*0$<%(86('
75((3527(&7,21
126&$/(
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
(5
2
6
,
2
1
&
2
1
7
5
2
/
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
DU
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
EROSION CONTROL DETAILS
6,7(3/$16
127(6
/$<21(%/2&.21($&+6,'(2)7+(6758&785(21,766,'(,17+(%2772052:72$//2:322/'5$,1$*(7+()281'$7,216+28/'%(
(;&$9$7('$7/($67,1&+(6%(/2:7+(&5(672)7+(67250'5$,13/$&(7+(%2772052:2)%/2&.6$*$,1677+(('*(2)7+(
67250'5$,1)25/$7(5$/6833257$1'72$92,':$6+2876:+(129(5)/2:2&&856,)1(('('*,9(/$7(5$/683325772
68%6(48(1752:6%<3/$&,1*[:22'678'67+528*+%/2&.23(1,1*6
&$5()8//<),7+$5':$5(&/27+25&203$5$%/(:,5(0(6+:,7+,1&+23(1,1*629(5$//%/2&.23(1,1*672+2/'*5$9(/,13/$&(
86(&/($1*5$9(/72,1&+,1',$0(7(53/$&(',1&+(6%(/2:7+(7232)7+(%/2&.21$ 6/23(25)/$77(5$1'60227+,7
72$1(9(1*5$'('27:$6+('6721(,65(&200(1'('
,)21/<6721($1'*5$9(/$5(86('.((37+(6/23(72:$5'7+(,1/(71267((3(57+$1 /($9($0,1,080)227:,'(/(9(/6721(
$5($%(7:((17+(6758&785($1'$5281'7+(,1/(77235(9(17*5$9(/)520(17(5,1*,1/(7217+(6/23(72:$5'7+(,1/(786(
6721(,1&+(6,1',$0(7(525/$5*(5217+(6/23($:$<)5207+(,1/(786(òô,1&+*5$9(/ 1&'27:$6+('6721( $7$
0,1,0807+,&.1(662))227
%/2&.$1'*5$9(/,1/(73527(&7,21
126&$/(
6/23(*5$9(/),/7(5
:,5(6&5((1
'(:$7(5,1*
6(',0(17
*5$9(/),/7(5
0
,
1
,
0
8
0
0
$
;
,
0
8
0
7(0325$5<
6(',0(17322/
'(:$7(5,1*&21&5(7(%/2&.
'523,1/(7
:,7+*5$7(
7(0325$5<6,/7)(1&(
126&$/(
127(6
86(6,/7)(1&(21/<:+(1'5$,1$*($5($'2(6127(;&(('$&5($1'1(9(5,1$5($62)&21&(175$7(')/2:
(1'2)6,/7)(1&(1(('672%(7851('83+,//
,163(&76,/7)(1&(6$7/($6721&($:((.$1'$)7(5($&+5$,1)$//0$.($1<5(48,5('5(3$,56,00(',$7(/<
5(029(6(',0(17'(326,76$61(&(66$5<723529,'($'(48$7(6725$*(92/80()257+(1(;75$,1$1'725('8&(
35(6685(217+()(1&(7$.(&$5(72$92,'81'(50,1,1*7+()(1&('85,1*&/($1287
5(029($//)(1&,1*0$7(5,$/6$1'8167$%/(6(',0(17'(326,76$1'%5,1*7+($5($72*5$'($1'67$%,/,=(,7$)7(5
7+(&2175,%87,1*'5$,1$*($5($+$6%((13523(5/<67$%,/,=('
)52179,(:
6,'(9,(:
)255(3$,52)6,/7)(1&(
)$,/85(686(1R
:$6+('6721()25
$1&+25:+(16,/7)(1&(,6
3527(&7,1*&$7&+%$6,1
0
,
1
:
,
'
7
+
0,1*$
/,1(:,5(6
9$5,$%/($6',5(&7('%<7+((1*,1((5
0$;
0,1*$
,17(50(',$7(
:,5(6
6,/7)(1&(287/(7
126&$/(
*5$'(
*5$'(
)/2:',5(&7,21
)/
2
:
)/
2
:
)/
2
:
29(5/$3
,1&+(6
29(5/$3
,1&+(6
127(6
,163(&76,/7)(1&(6287/(76$7/($6721&($:((.$1'$)7(5($&+5$,1)$//0$.($1<5(48,5('5(3$,56,00(',$7(/<
5(029(6(',0(17'(326,76$61(&(66$5<723529,'($'(48$7(6725$*(92/80()257+(1(;75$,1$1'725('8&(
35(6685(217+()(1&(7$.(&$5(72$92,'81'(50,1,1*7+()(1&('85,1*&/($1287
5(029($//6,/7)(1&(287/(70$7(5,$/6$1'8167$%/(6(',0(17'(326,76$1'%5,1*7+($5($72*5$'($1'67$%,/,=(,7
$)7(57+(&2175,%87,1*'5$,1$*($5($+$6%((13523(5/<67$%,/,=('
3/$19,(:
6,'(9,(:
)52179,(:
),/7(52),1&+',$0(7(5
:$6+('6721(
67((/)(1&(3267+$5':$5(&/27+
21:,5()(1&(6,/7)(1&()$%5,&
21:,5()(1&(
6,/7)(1&()$%5,&7229(5/$3
+$5':$5(&/27+%<,1&+(6
67((/)(1&(32676(7
0$;,080)((7$3$57
%85<:,5()(1&(
+$5':$5(&/27+$1'
6,/7)(1&()$%5,&
,1&+(6,1727+(75(1&+
*5$'(
6,/7)(1&()$%5,&
,167$//('726(&21'
:,5()520723
*5$'(
6,/7)(1&(*(27(;7,/()$%5,&
:29(1:,5()$%5,&
(;7(1':,5(0,1,172
75(1&+$1'$1&+256.,57
$6',5(&7('%<(1*,1((5
0,1&29(5
29(56.,57
),//6/23(
67((/3267
67((/)(1&(3267
:,5()(1&(
+$5':$5(&/27+
),/7(52),1&+',$07(5
:$6+('6721(
+$5':$5(&/27+:,5()(1&(
6,/7)(1&()$%5,&
127(6
3876,/7)(1&(2575((3527(&7,21)(1&(8372(1685(&216758&7,21(175$1&(,686('
0$,17$,17+(*5$9(/3$',1$&21',7,217235(9(1708'256(',0(17)520/($9,1*7+(
&216758&7,216,7(7+,60$<5(48,5(3(5,2',&723'5(66,1*:,7+,1&+6721(,00(',$7(/<
5(029($//2%-(&7,21$%/(0$7(5,$/663,//(':$6+('2575$&.('217238%/,&52$':$<6
25:,'7+2)
352326('675((7
:+,&+(9(5,6
*5($7(5
6721(72%(86(' 685*(
6721(255$,/52$'%$//$67
%8768)),&,(1772.((3
6(',0(17216,7(
0,1
(;,67,1*
52$':$<
3/$1
&52666(&7,21
0,1
0,1
0,1
0,1
7(0325$5<*5$9(/&216758&7,21(175$1&(
126&$/(
)$%5,&81'(56721(
(;,67,1*52$':$<
1(:&216758&7,21
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
87
,
/
,
7
<
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY DETAILS
6,7(3/$16
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
87
,
/
,
7
<
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY DETAILS
6,7(3/$16
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
87
,
/
,
7
<
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY DETAILS
6,7(3/$16
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
87
,
/
,
7
<
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY DETAILS
6,7(3/$16
758&.:(//&$7&+%$6,1'(7$,/:,7+68033,7
126&$/(
3,3(,19(57
9$5,(6
72)227,1*
6((6758&785$/':*6
),1,6+(')/225
6/23(
0$;
81',6785%('($57+25
(1*,1((5('%$&.),//
6435(&$67
&$7&+%$6,1
),1,6+'5,9(685)$&( %$6(
6((6758&785$/':*6
+($9<'87<*5$7( )5$0(1((1$*
54 0$;*5$7(23(1,1*
6($/:,7+:$7(56723
&33'5$,13,3(6/23(
0,1&211(&772,17(51$/
68036((3/80%,1*':*6
)281'$7,21:$// )227,1*
6((6758&785$/':*6
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
87
,
/
,
7
<
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY DETAILS
6,7(3/$16
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
&$
'
)
,
/
(
:
?
&
L
Y
L
O
?
$
O
G
L
?
$
:
L
O
P
L
Q
J
W
R
Q
0
D
U
V
K
2
D
N
V
?
&$
'
?
'
U
D
Z
L
Q
J
V
?
6
L
W
H
3
O
D
Q
V
?
'
H
W
D
L
O
V
G
Z
J
/
$
<
2
8
7
87
,
/
,
7
<
'
(
7
$
,
/
6
3
/
2
7
7
(
'
$
0
%
<
U
\
D
Q
S
D
U
N
H
U
:::./(,1)(/'(5&20
5(9'(6&5,37,21 '61&+.'$7(':1$33
67250:$7(5$1'75&
&200(176
0(:5$3 0(:-%&
*$7(:$<&(175(%/9'68,7(
0255,69,//(1&
3+21(
1&/,&(16()
6+((7RI
'(6,*1('%<
,668('$7(
&855(175(9,6,21
'5$:1%<
&+(&.('%<
352-(&712
5(9,6,216
6&$/(9(5,),&$7,21
7+,6%$5,6,1&+,1/(1*7+
2125,*,1$/'5$:,1*
,),7
6127,1&+217+,6
6+((7$'-867<285
6&$/(6$&&25',1*/<
$33529('%<
25,*,1$/'5$:,1*6,=(,6[
PRELIMINARY PLANS
127)25&216758&7,21
&
0(:
5$3
$'/,:,/0,1*7211&
0$5.(7675((7
:,/0,1*7211257+&$52/,1$
$/',,1&6$/,6%85<',9,6,21
2/'81,21&+85&+52$'
6$/,6%85<1&
-%&
UTILITY DETAILS
6,7(3/$16
DESIGNER'S PLAN CERTIFICATION:
,+(5(%<&(57,)<7+$77+,63/$1+$6%((135(3$5(',1$&&25'$1&(:,7+7+(/$7(67
1(:+$129(5&2817<25',1$1&(6$1'67250:$7(5'(6,*10$18$/
SIGNATURE: ____________________________________________________________
PRINT NAME AND TITLE: ____________________________________________________________
DATE: ____________________________________________________________
REGISTRATION NUMBER: ____________________________________________________________
SEAL
PROPERTY OWNER CERTIFICATION:
,+(5(%<&(57,)<7+$7,$07+(&855(172:1(52)7+(3523(57<$1'7+$78321
5(&(,372)$8725,=$7,2172&216758&7$1<&/($5,1**5$',1*&216758&7,2125
'(9(/230(17:,//%(3(5)250(',1$&&25'$1&(:,7+7+,63/$1$1'7+$77+(
$33/,&$%/(25',1$1&(6$1'58/(62)1(:+$129(5&2817<7+(67$7(2)1257+
&$52/,1$$1'7+()('(5$/*29(510(17$1',76$*(1&,(6:+,&+$5(+(5(%<0$'(
3$572)7+,63/$1$67+(2:1(5, :( $&&(37)8//5(63216,%,/,7<)257+(
&216758&7,21$1'23(5$7,21$1'0$,17(1$1&(2)7+(352326(')$&,/,7,(6, :(
:,//127$77(0377275$16)(52)7+,65(63216,%,/,7<:,7+2877+(:5,77(1
$87+25,=$7,212)1(:+$129(5&2817<
SIGNATURE: _____________________________________________________________
PRINT NAME AND TITLE: _____________________________________________________________
DATE: _____________________________________________________________
Ge
n
e
r
a
l
S
t
r
u
c
t
u
r
a
l
No
t
e
s
(
G
S
N
)
S-
0
0
1
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S001.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
1.
ST
E
E
L
J
O
I
S
T
S
A
S
S
H
O
W
N
O
N
T
H
E
P
L
A
N
A
R
E
T
O
B
E
F
A
B
R
I
C
A
T
E
D
A
N
D
E
R
E
C
T
E
D
P
E
R
S
.
J
.
I
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
,
IN
C
L
U
D
I
N
G
B
R
I
D
G
I
N
G
.
S
E
E
P
L
A
N
S
A
N
D
D
E
T
A
I
L
S
F
O
R
S
P
E
C
I
A
L
B
R
I
D
G
I
N
G
A
N
D
B
R
A
C
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
.
2.
JO
I
S
T
S
A
T
O
R
N
E
A
R
E
S
T
T
O
C
E
N
T
E
R
L
I
N
E
S
O
F
C
O
L
U
M
N
S
S
H
A
L
L
H
A
V
E
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
.
3.
SU
S
P
E
N
S
I
O
N
O
F
A
N
Y
M
I
S
C
E
L
L
A
N
E
O
U
S
I
T
E
M
S
F
R
O
M
J
O
I
S
T
S
S
H
A
L
L
B
E
O
N
L
Y
A
T
P
A
N
E
L
P
O
I
N
T
S
.
4.
AL
L
J
O
I
S
T
S
S
H
A
L
L
B
E
C
A
M
B
E
R
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
S
.
J
.
I
.
C
R
I
T
E
R
I
A
.
5.
AL
L
R
O
O
F
T
O
P
O
P
E
N
I
N
G
S
T
O
B
E
F
R
A
M
E
D
W
I
T
H
L
3
X
3
X
5
/
1
6
O
N
A
L
L
F
O
U
R
S
I
D
E
S
T
O
S
U
P
P
O
R
T
O
P
E
N
I
N
G
S
G
R
E
A
T
E
R
TH
A
N
1
2
"
S
Q
U
A
R
E
.
6.
JO
I
S
T
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
F
O
R
T
H
E
N
E
T
U
P
L
I
F
T
L
O
A
D
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
D
E
S
I
G
N
L
O
A
D
S
N
O
T
E
D
I
N
T
H
E
S
E
DR
A
W
I
N
G
S
.
1.
AL
L
S
T
E
E
L
R
O
O
F
D
E
C
K
T
O
B
E
1
1
/
2
"
W
I
D
E
R
I
B
P
A
I
N
T
E
D
2
2
G
A
G
E
D
E
C
K
.
E
R
E
C
T
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
SP
E
C
I
F
I
C
A
T
I
O
N
S
,
U
N
O
.
2.
ST
E
E
L
D
E
C
K
S
H
A
L
L
B
E
A
T
T
A
C
H
E
D
T
O
A
L
L
M
E
M
B
E
R
S
O
N
W
H
I
C
H
I
T
B
E
A
R
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
B
3
/
S
4
0
1
.
ST
E
E
L
:
JO
I
S
T
S
ST
E
E
L
R
O
O
F
D
E
C
K
:
FOUNDATIONS AND SOILS:GENERAL:CONCRETE:MASONRY:
CO
L
D
F
O
R
M
E
D
M
E
T
A
L
F
R
A
M
I
N
G
:
1.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL,ELECTRICAL, SHOP DRAWINGS AND SPECIFICATIONS.2.GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS.3.FABRICATOR SHALL HIGHLIGHT CHANGES MADE IN SHOP DRAWINGS WHICH DO NOT COMPLY WITH THEDESIGN DRAWINGS.4.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES SHALL BE BROUGHTTO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OFWORK.5.A RECORD SET OF SHOP DRAWINGS SHALL BE KEPT IN THE FIELD BY THE GENERAL CONTRACTOR.6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECT'S PLANS BEFORE STARTINGWORK.7.VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, LOCATIONS AND ASSOCIATED OPENINGS WITH MECHANICALCONTRACTOR. NOTIFY ENGINEER IF ACTUAL WEIGHT EXCEEDS THE DESIGN WEIGHT SHOWN ON THE DRAWINGS.8.CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BRACING, SHORING, GUYING, ETC. AND OTHERMETHODS TO PREVENT EXCESSIVE STRESSES DURING CONSTRUCTION. THESE PROVISIONS ARE TO REMAIN INPLACE UNTIL SUFFICIENT PERMANENT MEMBERS ARE CONSTRUCTED TO INSURE THE SAFETY OF THE STRUCTURE.9.SECTIONS AND DETAILS ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS.10.UNLESS EXPLICITLY NOTED OTHERWISE, ELEVATIONS ARE REFERENCED FROM +0'-0" DATUM AT THE FINISHEDFLOOR ELEVATION 35.00'1.ALL SITE WORK SHALL BE UNDER THE DIRECTI
O
N
O
F
A
Q
U
A
L
I
F
I
E
D
G
E
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
O
R
S
O
I
L
S
TECHNICIAN.2.PREPARATION OF THE SITE, INCLUDING INITIA
L
U
N
D
E
R
C
U
T
T
I
N
G
,
F
I
L
L
A
N
D
B
A
C
K
F
I
L
L
M
A
T
E
R
I
A
L
A
N
D
P
L
A
C
E
M
E
N
T
,
SHALL BE IN ACCORDANCE WITH THE GEOTE
C
H
N
I
C
A
L
R
E
P
O
R
T
R
E
F
E
R
E
N
C
E
D
I
N
T
H
E
D
E
S
I
G
N
L
O
A
D
S
A
N
D
CRITERIA SECTION OF THESE NOTES. COMPA
C
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
F
I
L
L
M
A
T
E
R
I
A
L
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
WITH THE GEOTECHNICAL REPORT, BUT NOT L
E
S
S
T
H
A
N
9
5
P
E
R
C
E
N
T
M
O
D
I
F
I
E
D
P
R
O
C
T
O
R
M
E
T
H
O
D
.
3.ALL FOUNDATIONS SHALL BE LOCATED AT EL
E
V
A
T
I
O
N
S
S
H
O
W
N
O
N
P
L
A
N
S
A
N
D
D
E
T
A
I
L
S
.
F
O
U
N
D
A
T
I
O
N
S
A
N
D
SLABS-ON-GRADE SHALL BEAR ON SUB-BASE
M
A
T
E
R
I
A
L
A
P
P
R
O
V
E
D
B
Y
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
C
O
N
S
U
L
T
A
N
T
.
4.FOOTINGS, OR PORTIONS THEREOF, MAY BE
E
A
R
T
H
F
O
R
M
E
D
B
Y
N
E
A
T
E
X
C
A
V
A
T
I
O
N
S
I
F
S
O
I
L
C
O
N
D
I
T
I
O
N
S
ALLOW.5.FOOTINGS SHALL BE CENTERED ON COLUMN
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
6.FOOTINGS ARE DESIGNED FOR THE ALLOWA
B
L
E
S
O
I
L
P
R
E
S
S
U
R
E
S
P
E
C
I
F
I
E
D
I
N
T
H
E
D
E
S
I
G
N
L
O
A
D
S
A
N
D
C
R
I
T
E
R
I
A
SECTION OF THESE NOTES.7.PROXIMITY OF UTILITY TRENCHES TO THE BUILD
I
N
G
F
O
U
N
D
A
T
I
O
N
S
Y
S
T
E
M
S
H
A
L
L
B
E
A
S
A
P
P
R
O
V
E
D
B
Y
T
H
E
ARCHITECT AND/OR SOILS ENGINEER TO INSU
R
E
T
H
E
I
N
T
E
G
R
I
T
Y
O
F
T
H
E
B
E
A
R
I
N
G
S
O
I
L
S
.
T
H
E
R
E
S
U
L
T
I
N
G
T
O
T
A
L
LOAD SOIL PRESSURES (MAXIMUM): IN-SITU SO
I
L
S
=
3
0
0
0
P
S
F
1.CONCRETE SHALL CONFORM TO THE FOLLO
W
I
N
G
:
W
H
E
R
E
M
I
N
.
f
'
c
I
S
T
H
E
M
I
N
I
M
U
M
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
A
T
28 DAYS, AND MAX. W/C IS THE MAXIMUM W
A
T
E
R
-
C
E
M
E
N
T
I
T
I
O
U
S
M
A
T
E
R
I
A
L
S
R
A
T
I
O
.
CONCRETE LOCATION/USEMIN. f'cMA
X
.
W
/
C
MA
X
.
S
L
U
M
P
AI
R
C
O
N
T
E
N
T
FOOTINGS3000 PSI0.
5
5
-
FOUNDATION WALLS4000 PSI0.
5
0
INTERIOR SLABS-ON-GRADE3000 PSI0.
5
0
3
%
O
R
L
E
S
S
A
T
T
R
O
W
E
L
E
D
F
I
N
I
S
H
EXTERIOR CONCRETE4000 PSI0.
4
5
2.SEE SPECIFICATION FOR ADDITIONAL CONC
R
E
T
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
3.ALL CONCRETE CONSTRUCTION SHALL CON
F
O
R
M
T
O
T
H
E
C
U
R
R
E
N
T
"
A
C
I
M
A
N
U
A
L
O
F
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
"
.
4.PORTLAND CEMENT SHALL CONFORM TO AS
T
M
C
1
5
0
,
T
Y
P
E
I
O
R
I
I
.
5.ALL AGGREGATE FOR NORMAL WEIGHT CO
N
C
R
E
T
E
S
H
A
L
L
M
E
E
T
A
S
T
M
C
3
3
.
6.ALL REINFORCING SHALL MEET ASTM A615, G
R
A
D
E
6
0
.
A
L
L
W
E
L
D
E
D
W
I
R
E
F
A
B
R
I
C
(
W
W
F
)
S
H
A
L
L
M
E
E
T
A
S
T
M
A
1
8
5
AND BE PROVIDED IN FLAT SHEETS ONLY.7.ALL REINFORCING SHALL BE DETAILED, FABRI
C
A
T
E
D
A
N
D
P
L
A
C
E
D
P
E
R
C
R
S
I
A
N
D
A
C
I
S
T
A
N
D
A
R
D
S
,
I
N
C
L
U
D
I
N
G
CONCRETE COVER AND BAR SUPPORTS (DES
I
R
E
D
M
E
T
H
O
D
O
F
S
U
P
P
O
R
T
I
N
G
T
O
P
B
A
R
S
I
N
T
H
I
C
K
M
A
T
S
S
H
A
L
L
B
E
VERIFIED WITH ENGINEER.) PROVIDE CORNER
B
A
R
S
A
T
A
L
L
F
O
O
T
I
N
G
S
A
N
D
W
A
L
L
I
N
T
E
R
S
E
C
T
I
O
N
S
T
O
M
A
T
C
H
HORIZONTAL REINFORCING IN SIZE AND SPAC
I
N
G
.
A
T
I
N
T
E
R
S
E
C
T
I
O
N
S
O
F
C
O
N
T
I
N
U
O
U
S
S
P
R
E
A
D
F
O
O
T
I
N
G
S
,
EXTEND ALL BARS TO FAR SIDE OF INTERSECTI
N
G
F
O
O
T
I
N
G
.
L
A
P
B
A
R
S
A
T
A
L
L
S
P
L
I
C
E
S
,
I
N
C
L
U
D
I
N
G
C
O
R
N
E
R
BARS AND DOWELS, IN ACCORDANCE WITH
S
P
L
I
C
E
S
C
H
E
D
U
L
E
O
R
I
N
L
I
E
U
T
H
E
R
E
O
F
4
0
B
A
R
D
I
A
M
E
T
E
R
S
.
L
A
P
WWF 6" OR ONE FULL MESH, WHICHEVER IS G
R
E
A
T
E
R
.
8.PROVIDE 2-#5, 4'-0" LONGER THAN OPENING
D
I
M
E
N
S
I
O
N
O
N
A
L
L
S
I
D
E
S
O
F
O
P
E
N
I
N
G
I
N
S
L
A
B
.
9.ALUMINUM SHALL NOT BE EMBEDDED IN ANY
C
O
N
C
R
E
T
E
.
10.NO HOLES OR OPENINGS THROUGH FOUNDA
T
I
O
N
W
A
L
L
A
N
D
/
O
R
F
O
O
T
I
N
G
S
W
I
T
H
O
U
T
E
N
G
I
N
E
E
R
S
A
P
P
R
O
V
A
L
.
1.HOLLOW CONCRETE BLOCK (MASONRY) UN
I
T
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
S
T
M
C
9
0
,
N
O
R
M
A
L
W
E
I
G
H
T
,
T
Y
P
E
N
-
1
W
I
T
H
A MINIMUM COMPRESSIVE STRENGTH OF 190
0
P
S
I
O
N
T
H
E
N
E
T
A
R
E
A
(
f
'
m
=
1
5
0
0
P
S
I
)
.
2.ALL MORTAR FOR USE IN MASONRY SHALL C
O
N
F
O
R
M
T
O
A
S
T
M
C
2
7
0
,
T
Y
P
E
S
.
A
L
L
G
R
O
U
T
F
O
R
U
S
E
I
N
M
A
S
O
N
R
Y
SHALL CONFORM TO ASTM C476, MIN. 2000
P
S
I
A
N
D
N
O
T
L
E
S
S
T
H
A
N
A
6
-
1
/
2
S
A
C
K
M
I
X
.
3.REINFORCING BARS SHALL MEET ASTM A615,
G
R
A
D
E
6
0
.
4.PROVIDE AT LEAST 2 VERTICAL BARS AT EACH
E
N
D
,
C
O
R
N
E
R
S
,
A
N
D
I
N
T
E
R
S
E
C
T
I
O
N
S
O
F
A
L
L
W
A
L
L
S
.
S
E
E
W
A
L
L
SECTIONS FOR TYPICAL VERTICAL REINFORC
I
N
G
.
5.VERTICAL AND HORIZONTAL REINFORCING S
H
A
L
L
B
E
C
O
N
T
I
N
U
O
U
S
A
N
D
L
A
P
P
E
D
P
E
R
A
C
I
5
3
0
.
6.HOLD VERTICAL BARS STRAIGHT, TRUE, AND A
C
C
U
R
A
T
E
I
N
A
L
L
W
A
L
L
S
A
S
D
E
T
A
I
L
E
D
.
I
N
S
T
A
L
L
R
E
B
A
R
P
O
S
I
T
I
O
N
E
R
S
@ 4'-O" O.C. MAXIMUM THAT ARE DESIGNED
T
O
H
O
L
D
R
E
B
A
R
I
N
P
R
O
P
E
R
L
O
C
A
T
I
O
N
W
I
T
H
I
N
T
H
E
C
E
L
L
P
R
I
O
R
T
O
GROUTING.7.PROVIDE A MINIMUM OF 1/2" GROUT BETWEE
N
M
A
I
N
R
E
I
N
F
O
R
C
I
N
G
A
N
D
M
A
S
O
N
R
Y
U
N
I
T
S
.
8.PROVIDE STANDARD GAGE TRUSS TYPE (OR L
A
D
D
E
R
-
T
Y
P
E
)
J
O
I
N
T
R
E
I
N
F
O
R
C
E
M
E
N
T
A
S
I
N
D
I
C
A
T
E
D
F
O
R
T
Y
P
I
C
A
L
HORIZONTAL REINFORCING, UNLESS NOTED O
T
H
E
R
W
I
S
E
.
9.ALL REINFORCED MASONRY COLUMN AND W
A
L
L
S
E
C
T
I
O
N
S
R
E
Q
U
I
R
E
D
O
W
E
L
S
F
R
O
M
F
O
O
T
I
N
G
,
S
A
M
E
S
I
Z
E
A
N
D
QUANTITY AS VERTICAL REINFORCEMENT IN C
O
L
U
M
N
O
R
W
A
L
L
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
10.GROUT FILL ALL CELLS, ALL WALLS BELOW GR
A
D
E
.
S
L
U
S
H
J
O
I
N
T
B
E
T
W
E
E
N
W
Y
T
H
E
S
B
E
L
O
W
G
R
A
D
E
.
11.ALL CMU SHALL BE LAID IN RUNNING BOND P
A
T
T
E
R
N
.
12.GROUT PLACEMENT SHALL CONFORM TO AC
I
5
3
0
.
1
/
A
S
C
E
6
/
T
M
S
6
0
2
;
H
O
W
E
V
E
R
,
T
H
E
M
A
X
I
M
U
M
G
R
O
U
T
P
O
U
R
HEIGHT SHALL NOT EXCEED 8 FEET AND THE M
A
X
I
M
U
M
H
E
I
G
H
T
W
H
I
C
H
G
R
O
U
T
I
S
P
L
A
C
E
D
I
N
O
N
E
C
O
N
T
I
N
U
O
U
S
OPERATION (GROUT LIFT) SHALL NOT EXCEED
4
F
E
E
T
.
T
H
E
R
E
S
H
A
L
L
B
E
A
M
I
N
I
M
U
M
O
F
1
H
O
U
R
S
E
T
T
I
N
G
T
I
M
E
BETWEEN EACH GROUT LIFT.13.THE TOP OF EACH GROUT POUR SHALL BE 1"
B
E
L
O
W
T
H
E
B
E
D
J
O
I
N
T
.
14.REINFORCEMENT, REBAR POSITIONERS, AND
T
I
E
S
S
H
A
L
L
B
E
P
L
A
C
E
D
P
R
I
O
R
T
O
G
R
O
U
T
I
N
G
.
15.CLEANOUTS SHALL BE CONSTRUCTED ADJAC
E
N
T
T
O
E
A
C
H
V
E
R
T
I
C
A
L
B
A
R
I
N
T
H
E
B
O
T
T
O
M
C
O
U
R
S
E
O
F
M
A
S
O
N
R
Y
FOR EACH GROUT POUR HEIGHT THAT EXCEE
D
S
5
F
E
E
T
.
C
O
N
S
T
R
U
C
T
C
L
E
A
N
O
U
T
S
W
I
T
H
A
N
O
P
E
N
I
N
G
O
F
SUFFICIENT SIZE TO PERMIT REMOVAL OF DEB
R
I
S
,
B
U
T
N
O
L
E
S
S
T
H
A
N
3
I
N
.
D
I
M
E
N
S
I
O
N
.
A
F
T
E
R
C
L
E
A
N
I
N
G
,
C
L
O
S
E
CLEANOUTS WITH CLOSURES BRACED TO RES
I
S
T
G
R
O
U
T
P
R
E
S
S
U
R
E
.
A
L
L
C
L
E
A
N
O
U
T
S
S
H
A
L
L
B
E
L
O
C
A
T
E
D
O
N
W
A
L
L
FACE NOT EXPOSED TO VIEW.
1.
PR
O
V
I
D
E
S
T
U
D
S
A
N
D
C
O
M
P
O
N
E
N
T
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
M
E
R
I
C
A
N
I
R
O
N
A
N
D
S
T
E
E
L
I
N
S
T
I
T
U
T
E
(
A
I
S
I
)
"S
P
E
C
I
F
I
C
A
T
I
O
N
F
O
R
D
E
S
I
G
N
O
F
C
O
L
D
-
F
O
R
M
E
D
S
T
E
E
L
S
T
R
U
C
T
U
R
A
L
M
E
M
B
E
R
S
"
A
N
D
T
H
E
S
T
E
E
L
S
T
U
D
MA
N
U
F
A
C
T
U
R
E
R
'
S
A
S
S
O
C
I
A
T
I
O
N
(
S
S
M
A
)
P
R
O
D
U
C
T
T
E
C
H
N
I
C
A
L
I
N
F
O
R
M
A
T
I
O
N
(
E
S
R
3
0
6
4
P
)
.
2.
CO
L
D
-
F
O
R
M
E
D
M
E
M
B
E
R
S
O
F
1
8
G
A
G
E
A
N
D
L
I
G
H
T
E
R
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
Y
I
E
L
D
P
O
I
N
T
O
F
3
3
K
S
I
.
A
6
5
3
-
S
S
GR
A
D
E
5
0
,
C
L
A
S
S
1
O
R
3
.
3.
FR
A
M
I
N
G
C
O
M
P
O
N
E
N
T
S
M
A
Y
B
E
P
R
E
F
A
B
R
I
C
A
T
E
D
I
N
T
O
A
S
S
E
M
B
L
I
E
S
B
E
F
O
R
E
E
R
E
C
T
I
O
N
.
F
A
B
R
I
C
A
T
E
P
A
N
E
L
S
PL
U
M
B
,
S
Q
U
A
R
E
,
T
R
U
E
T
O
L
I
N
E
,
A
N
D
B
R
A
C
E
D
A
G
A
I
N
S
T
R
A
C
K
I
N
G
W
I
T
H
J
O
I
N
T
S
W
E
L
D
E
D
.
P
E
R
F
O
R
M
L
I
F
T
I
N
G
O
F
UN
I
T
S
T
O
P
R
E
V
E
N
T
D
A
M
A
G
E
O
R
D
I
S
T
O
R
T
I
O
N
.
4.
FA
B
R
I
C
A
T
E
U
N
I
T
S
I
N
J
I
G
T
E
M
P
L
A
T
E
S
T
O
H
O
L
D
M
E
M
B
E
R
S
I
N
P
R
O
P
E
R
A
L
I
G
N
M
E
N
T
F
O
R
C
O
N
S
I
S
T
E
N
T
P
L
A
C
E
M
E
N
T
.
5.
FA
B
R
I
C
A
T
E
U
N
I
T
S
T
O
M
A
X
I
M
U
M
A
L
L
O
W
A
B
L
E
T
O
L
E
R
A
N
C
E
V
A
R
I
A
T
I
O
N
F
R
O
M
P
L
U
M
B
,
L
E
V
E
L
,
A
N
D
T
R
U
E
T
O
L
I
N
E
OF
1
/
8
I
N
.
I
N
1
0
F
E
E
T
.
6.
CU
T
F
R
A
M
I
N
G
M
E
M
B
E
R
S
B
Y
S
A
W
I
N
G
O
R
S
H
E
A
R
I
N
G
,
D
O
N
O
T
T
O
R
C
H
C
U
T
.
7.
PR
O
V
I
D
E
D
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
A
N
D
L
E
A
V
E
I
N
P
L
A
C
E
U
N
T
I
L
F
R
A
M
I
N
G
I
S
P
E
R
M
A
N
E
N
T
L
Y
S
T
A
B
I
L
I
Z
E
D
.
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
:
IN
S
P
E
C
T
I
O
N
S
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
B
Y
A
N
I
N
D
E
P
E
N
D
E
N
T
A
G
E
N
C
Y
,
P
A
I
D
F
O
R
B
Y
T
H
E
O
W
N
E
R
F
I
E
L
D
I
N
S
P
E
C
T
I
O
N
S
RE
Q
U
I
R
E
D
A
R
E
:
1.
PE
R
I
O
D
I
C
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
F
A
B
R
I
C
A
T
O
R
'
S
S
H
O
P
F
O
R
Q
U
A
L
I
T
Y
C
O
N
T
R
O
L
A
N
D
F
A
B
R
I
C
A
T
I
O
N
P
R
O
C
E
S
S
E
S
TH
A
T
C
O
M
P
L
Y
W
I
T
H
A
I
S
C
C
O
D
E
O
F
S
T
A
N
D
A
R
D
P
R
A
C
T
I
C
E
.
2.
VE
R
I
F
I
C
A
T
I
O
N
A
N
D
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
A
I
S
C
3
6
0
-
1
0
S
E
C
T
I
O
N
N
.
3.
VE
R
I
F
I
C
A
T
I
O
N
A
N
D
I
N
S
P
E
C
T
I
O
N
O
F
C
O
N
C
R
E
T
E
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
B
U
I
L
D
I
N
G
C
O
D
E
T
A
B
L
E
1
7
0
5
.
3
.
4.
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
O
F
M
A
S
O
N
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
T
M
S
4
0
2
-
1
1
T
A
B
L
E
1
.
1
9
.
2
.
5.
IN
S
P
E
C
T
I
O
N
O
F
S
I
T
E
S
O
I
L
S
,
F
I
L
L
P
L
A
C
E
M
E
N
T
,
A
N
D
B
E
A
R
I
N
G
C
A
P
A
C
I
T
I
E
S
B
Y
A
L
I
C
E
N
S
E
D
G
E
O
T
E
C
H
N
I
C
A
L
EN
G
I
N
E
E
R
A
S
F
O
L
L
O
W
S
:
a.
OB
S
E
R
V
A
T
I
O
N
O
F
P
R
O
O
F
R
O
L
L
I
N
G
F
O
R
T
H
E
S
I
T
E
P
R
I
O
R
T
O
F
I
L
L
P
L
A
C
E
M
E
N
T
.
C
O
M
P
A
C
T
I
O
N
T
E
S
T
I
N
G
O
F
ST
R
U
C
T
U
R
A
L
F
I
L
L
P
L
A
C
E
M
E
N
T
.
L
I
F
T
S
S
H
A
L
L
N
O
T
B
E
L
E
S
S
T
H
A
N
8
"
.
b.
CO
M
P
A
C
T
S
T
R
U
C
T
U
R
A
L
F
I
L
L
T
O
9
5
%
D
R
Y
D
E
N
S
I
T
Y
A
S
M
E
A
S
U
R
E
D
B
Y
T
H
E
M
O
D
I
F
I
E
D
P
R
O
C
T
O
R
M
E
T
H
O
D
.
c.
PR
O
V
I
D
E
B
E
A
R
I
N
G
T
E
S
T
S
A
T
E
A
C
H
F
O
O
T
I
N
G
L
O
C
A
T
I
O
N
T
O
C
O
N
F
I
R
M
B
E
A
R
I
N
G
C
A
P
A
C
I
T
Y
.
6.
,1
7
(
5
,
2
5
6
/
$
%
)
/
$
7
1
(
6
6
$
1
'
/
(
9
(
/
1
(
6
6
7
(
6
7
6
0
8
6
7
%
(
3
(
5
)
2
5
0
(
'
%
<
7
+
,
5
'
3
$
5
7
<
,
1
6
3
(
&
7
2
5
¬
7
+
(
7
(
6
7
,
1
*
SH
A
L
L
B
E
P
E
R
F
O
R
M
E
D
P
E
R
A
S
T
M
E
1
1
5
5
W
I
T
H
T
H
E
E
X
C
E
P
T
I
O
N
T
H
A
T
T
H
E
T
E
S
T
I
N
G
S
H
A
L
L
B
E
G
I
N
W
I
T
H
I
N
2
4
H
O
U
R
S
AF
T
E
R
C
O
M
P
L
E
T
I
O
N
O
F
T
H
E
F
I
N
I
S
H
I
N
G
P
R
O
C
E
S
S
.
P
R
E
L
I
M
I
N
A
R
Y
F
I
N
D
I
N
G
S
M
U
S
T
B
E
C
O
M
M
U
N
I
C
A
T
E
D
T
O
T
H
E
A
L
D
I
&2
1
6
7
5
8
&
7
,
2
1
5
(
3
5
(
6
(
1
7
$
7
,
9
(
8
3
2
1
&
2
0
3
/
(
7
,
2
1
2
)
7
+
(
7
(
6
7
,
1
*
¬
7
+
(
2
)
)
,
&
,
$
/
5
(
3
2
5
7
0
8
6
7
%
(
3
5
2
9
,
'
(
'
TO
T
H
E
A
L
D
I
C
O
N
S
T
R
U
C
T
I
O
N
R
E
P
R
E
S
E
N
T
A
T
I
V
E
W
I
T
H
I
N
5
W
O
R
K
I
N
G
D
A
Y
S
O
F
T
H
E
S
A
L
E
S
F
L
O
O
R
P
L
A
C
E
M
E
N
T
.
S
E
E
SP
E
C
I
F
I
C
A
T
I
O
N
S
E
C
T
I
O
N
0
3
3
0
0
0
F
O
R
R
E
Q
U
I
R
E
M
E
N
T
S
.
GENERAL STRUCTURAL NOTES:ACIAMERICAN CONCRETE INSTITUTEADDLADDITIONALADDNADDITIONAEARMOR EDGE SYSTEM (BY PNA CONSTRUCTION TECH)AFFABOVE FINISHED FLOORAISCAMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISIAMERICAN IRON AND STEEL INSTITUTEANSIAMERICAN NATIONAL STANDARDS INSTITUTEAPPROXAPPROXIMATE/APPROXIMATELYARANCHOR RODARCHARCHITECT/ARCHITECTURALASCEAMERICAN SOCIETY OF CIVIL ENGINEERSASTMASTM INTERNATIONALAWSAMERICAN WELDING SOCIETYBCXBOTTOM CHORD EXTENSIONBDBOARDBFBOTTOM FLANGEBLDGBUILDINGBLKBLOCKBLKGBLOCKINGBMBEAMBOTBOTTOMBPBASE PLATEBRGBEARINGBSBOTH SIDESBTWNBETWEENCCOMPRESSION CAPCAPACITYCATCATALOGCFSCOLD-FORMED STEEL (LIGHT GAUGE)CHMFRCHAMFERCJCONTROL JOINTCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOCLEANOUTCOLCOLUMNCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCOORDCOORDINATECSCOUNTERSUNKCTRCENTERCXCEILING EXTENSIONDBLDOUBLEDEMODEMOLISH/DEMOLITIONDETDETAILDIADIAMETERDIMDIMENSIONDNDOWNDODITTO/DO OVERDWGDRAWINGEAEACHEFEACH FACE EJEXPANSION J
O
I
N
T
EL, ELEVELEVATIONEMBEDEMBEDDED/E
M
B
E
D
M
E
N
T
ENGENGINEEREOSEDGE OF SLA
B
EPSEXTRUDED PO
L
Y
S
T
Y
R
E
N
E
EQEQUALEQ SPAEQUAL SPAC
I
N
G
/
E
Q
U
A
L
L
Y
S
P
A
C
E
D
EWEACH WAYEXISTEXISTINGEXPEXPANSIONEXP JT MATLEXPANSION J
O
I
N
T
M
A
T
E
R
I
A
L
EXTEXTERIOR/EX
T
E
R
N
A
L
FBFLAT BARFDFLOOR DRAI
N
FDNFOUNDATIONFFFINISHED FLO
O
R
FFEFINISHED FLO
O
R
E
L
E
V
A
T
I
O
N
FGFINISHED GR
A
D
E
FHFLATHEADFINFINISH/FINISH
E
D
FLFLOOR/FLOO
R
I
N
G
FLGFLANGEFSFAR SIDEFTFOOT/FEETFTGFOOTINGGAGAUGE
GA
L
V
GA
L
V
A
N
I
Z
E
D
GC
GE
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
GR
GR
A
D
E
GS
N
GE
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
GW
B
GY
P
S
U
M
W
A
L
L
B
O
A
R
D
HG
T
HE
I
G
H
T
HO
R
I
Z
HO
R
I
Z
O
N
T
A
L
ID
IN
S
I
D
E
D
I
A
M
E
T
E
R
IN
IN
C
H
E
S
IN
S
U
L
IN
S
U
L
A
T
I
O
N
IN
T
IN
T
E
R
I
O
R
IN
V
IN
V
E
R
T
IS
IN
S
I
D
E
IS
F
IN
S
I
D
E
F
A
C
E
JB
JO
I
S
T
B
E
A
R
I
N
G
/
J
O
I
S
T
B
E
A
R
I
N
G
E
L
E
V
A
T
I
O
N
JS
T
JO
I
S
T
JT
JO
I
N
T
KI
P
KI
L
O
P
O
U
N
D
LB
PO
U
N
D
/
P
O
U
N
D
S
LF
LI
N
E
A
R
/
L
I
N
E
A
L
F
O
O
T
LL
H
LO
N
G
L
E
G
H
O
R
I
Z
O
N
T
A
L
LL
V
LO
N
G
L
E
G
V
E
R
T
I
C
A
L
LO
N
G
LO
N
G
I
T
U
D
I
N
A
L
LP
LO
N
G
P
O
I
N
T
M
BE
N
D
I
N
G
M
O
M
E
N
T
MA
C
H
MA
C
H
I
N
E
MA
S
MA
S
O
N
R
Y
MA
T
L
MA
T
E
R
I
A
L
MA
X
MA
X
I
M
U
M
ME
C
H
ME
C
H
A
N
I
C
A
L
ME
Z
Z
ME
Z
Z
A
N
I
N
E
MF
R
MA
N
U
F
A
C
T
U
R
E
R
MI
N
MI
N
I
M
U
M
MI
S
C
MI
S
C
E
L
L
A
N
E
O
U
S
MO
MA
S
O
N
R
Y
O
P
E
N
I
N
G
MT
L
ME
T
A
L
NO
NU
M
B
E
R
NO
M
NO
M
I
N
A
L
NS
NO
N
-
S
H
R
I
N
K
/
N
E
A
R
S
I
D
E
NT
S
NO
T
T
O
S
C
A
L
E
OC
ON
C
E
N
T
E
R
OC
E
W
ON
C
E
N
T
E
R
E
A
C
H
W
A
Y
OC
E
W
T
&
B
ON
C
E
N
T
E
R
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
OD
OU
T
S
I
D
E
D
I
A
M
E
T
E
R
OP
G
(
S
)
OP
E
N
I
N
G
/
O
P
E
N
I
N
G
S
OP
P
OP
P
O
S
I
T
E
OR
I
G
OR
I
G
I
N
A
L
OS
OU
T
S
I
D
E
OS
F
OU
T
S
I
D
E
F
A
C
E
OZ
OU
N
C
E
PA
F
PO
W
D
E
R
A
C
T
U
A
T
E
D
F
A
S
T
E
N
E
R
PL
U
M
B
PL
U
M
B
I
N
G
PL
Y
W
D
PL
Y
W
O
O
D
PR
PA
I
R
PS
F
PO
U
N
D
S
P
E
R
S
Q
U
A
R
E
F
O
O
T
PS
I
PO
U
N
D
S
P
E
R
S
Q
U
A
R
E
I
N
C
H
PT
PR
E
S
S
U
R
E
T
R
E
A
T
E
D
PT
D
PA
I
N
T
E
D
PV
C
PO
L
Y
V
I
N
Y
L
C
H
L
O
R
I
D
E
QT
Y
QU
A
N
T
I
T
Y
R
RA
D
I
U
S
R
BE
A
M
O
R
C
O
L
U
M
N
R
E
A
C
T
I
O
N
RD
RO
O
F
D
R
A
I
N
RE
I
N
F
RE
I
N
F
O
R
C
E
/
R
E
I
N
F
O
R
C
E
D
/
R
E
I
N
F
O
R
C
I
N
G
RE
Q
D
RE
Q
U
I
R
E
D
RE
Q
T
RE
Q
U
I
R
E
M
E
N
T
RE
V
RE
V
I
S
I
O
N
RM
RO
O
M
RO
RO
U
G
H
O
P
E
N
I
N
G
SC
H
E
D
SC
H
E
D
U
L
E
/
S
C
H
E
D
U
L
E
D
SD
I
ST
E
E
L
D
E
C
K
I
N
S
T
I
T
U
T
E
SE
C
T
SE
C
T
I
O
N
SH
T
SH
E
E
T
SI
M
SI
M
I
L
A
R
SJ
I
ST
E
E
L
J
O
I
S
T
I
N
S
T
I
T
U
T
E
SP
C
G
SP
A
C
I
N
G
SP
E
C
SP
E
C
I
F
I
C
A
T
I
O
N
/
S
P
E
C
I
F
I
C
A
T
I
O
N
S
/
S
P
E
C
I
F
I
E
D
SQ
SQ
U
A
R
E
SS
ST
A
I
N
L
E
S
S
S
T
E
E
L
SS
M
A
ST
E
E
L
S
T
U
D
M
A
N
U
F
A
C
T
U
R
E
R
'
S
A
S
S
O
C
I
A
T
I
O
N
ST
D
ST
A
N
D
A
R
D
ST
L
ST
E
E
L
ST
R
U
C
ST
R
U
C
T
U
R
E
T
TE
N
S
I
O
N
T&
G
TO
N
G
U
E
A
N
D
G
R
O
O
V
E
TB
D
TO
B
E
D
E
T
E
R
M
I
N
E
D
TB
R
TO
B
E
R
E
M
O
V
E
D
TC
X
TO
P
C
H
O
R
D
E
X
T
E
N
S
I
O
N
TF
TO
P
F
L
A
N
G
E
TF
E
TO
P
O
F
F
O
O
T
I
N
G
E
L
E
V
A
T
I
O
N
TH
D
TH
R
E
A
D
/
T
H
R
E
A
D
E
D
TH
K
TH
I
C
K
/
T
H
I
C
K
N
E
S
S
TO
TO
P
O
F
TO
B
TO
P
O
F
B
E
A
M
TO
S
TO
P
O
F
S
T
E
E
L
TO
W
TO
P
O
F
W
A
L
L
TR
A
N
S
TR
A
N
S
V
E
R
S
E
TY
P
TY
P
I
C
A
L
UN
O
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
V
SH
E
A
R
F
O
R
C
E
VE
R
T
VE
R
T
I
C
A
L
VI
F
VE
R
I
F
Y
I
N
F
I
E
L
D
W/
WI
T
H
W/
O
WI
T
H
O
U
T
WD
WO
O
D
WP
WO
R
K
P
O
I
N
T
WT
WE
I
G
H
T
WW
F
WE
L
D
E
D
W
I
R
E
F
A
B
R
I
C
AB
B
R
E
V
I
A
T
I
O
N
S
2012 NORTH CAROLINA BUILDING CODERISK CATEGORY II (NORMAL)LOCATIONDEAD LOADLIVE LOADFLOOR---100 TO 200 PSFROOF26 PSF20 PSF (REDUCIBLE)NOTE: ROOF DEAD LOAD INCLUDES 6 PSF ALLOWANCE FOR SOLAR ARRAYSNOW DESIGNPg = 10 PSF, Ce = 1.0, Ct = 1.0, Is = 1.00, Pf = 7 PSF, Cs = 1.0, Ps = 7 PSF, Pm = 10 PSFDRIFT LOADS PER ASCE 7WIND DESIGNV = 130 MPH, EXPOSURE C, GCpi = 0.18ASD NET UPLIFT ON ROOF JOISTS = 7 PSFC&C PRESSURES ARE TABULATED BELOW. ALL PRESSURES ARE PSF.OH = OVERHANG, Aeff = MIN. EFFECTIVE WIND AREA (SQ.FT.)EDGE/CORNER WIDTH, a = 6 FT.COMPONENT AND CLADDING (C&C) NOMINAL PRESSURES, NO ADDITIONAL REDUCTIONS PERMITTED:Aeff 4,5+ 4- 5-WIND ZONES 0 - 1033.7-36.5-45.01 ROOF INTERIOR 5030.2-33.1-38.02 ROOF EDGE 10028.8-31.6-35.03 ROOF CORNER 20027.3-30.1-32.04 WALL INTERIOR 50025.3-28.1-28.15 WALL CORNERROOF C&C NOMINAL PRESSURES:Aeff1+2,3+ 1- 2- 3-OH 1,2,3- 0 - 1016.033.7-36.8-61.8-61.8-53.1 2516.031.7-35.6-53.1-53.1-51.8 5016.030.2-34.7-46.5-46.5-50.9 10016.028.8-33.7-40.0-40.0-50.0 50016.025.3-33.7-40.0-40.0-34.3SEISMIC DESIGNANALYSIS PER THE EQUIVALENT LATERAL FORCE PROCEDURESTEEL ORDINARY CONCENTRICALLY BRACED FRAMES5 ƺR &G ,H 6,7(&/$66'6V 6 6GV 6G SEISMIC DESIGN CATEGORY C, V = 0.094 WGEOTECHNICALREPORT NUMBER 22.23633 BY ECS CAROLINAS, LLC DATED JANUARY 11, 2016.ALLOWABLE BEARING PRESSURE FOR FOUNDATION DESIGN = 2000 PSF DESIGN LOADS AND CRITERIA:
1.
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
S
H
A
L
L
M
E
E
T
T
H
E
L
A
T
E
S
T
A
I
S
C
"
S
P
E
C
I
F
I
C
A
T
I
O
N
F
O
R
T
H
E
D
E
S
I
G
N
,
F
A
B
R
I
C
A
T
I
O
N
A
N
D
E
R
E
C
T
I
O
N
OF
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
F
O
R
B
U
I
L
D
I
N
G
S
"
,
A
L
L
O
W
A
B
L
E
S
T
R
E
S
S
D
E
S
I
G
N
.
2.
AL
L
W
I
D
E
F
L
A
N
G
E
S
H
A
P
E
S
S
H
A
L
L
M
E
E
T
A
S
T
M
A
9
9
2
,
F
y
=
5
0
K
S
I
.
3.
AL
L
P
L
A
T
E
S
,
C
H
A
N
N
E
L
S
,
A
N
D
A
N
G
L
E
S
S
H
A
L
L
M
E
E
T
A
S
T
M
A
3
6
,
F
y
=
3
6
K
S
I
.
4.
AL
L
P
I
P
E
S
S
H
A
L
L
M
E
E
T
A
S
T
M
A
5
3
,
G
R
A
D
E
B
,
F
y
=
3
5
K
S
I
.
5.
AL
L
T
U
B
E
S
T
E
E
L
S
H
A
L
L
M
E
E
T
A
S
T
M
A
5
0
0
,
G
R
A
D
E
B
,
F
y
=
4
6
K
S
I
.
6.
AL
L
B
O
L
T
S
S
H
A
L
L
M
E
E
T
A
S
T
M
A
3
2
5
H
I
G
H
S
T
R
E
N
G
T
H
,
W
I
T
H
W
A
S
H
E
R
S
A
S
R
E
Q
U
I
R
E
D
7.
AN
C
H
O
R
R
O
D
S
S
H
A
L
L
M
E
E
T
A
S
T
M
F
1
5
5
4
,
G
R
A
D
E
3
6
.
8.
WE
L
D
I
N
G
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
S
T
A
N
D
A
R
D
S
S
E
T
F
O
R
T
H
I
N
A
W
S
P
U
B
L
I
C
A
T
I
O
N
"
W
E
L
D
I
N
G
I
N
B
U
I
L
D
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
"
.
9.
TH
E
F
A
B
R
I
C
A
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
D
E
S
I
G
N
A
N
D
D
E
T
A
I
L
I
N
G
O
F
C
O
N
N
E
C
T
I
O
N
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
TH
E
A
I
S
C
S
T
E
E
L
C
O
N
S
T
R
U
C
T
I
O
N
M
A
N
U
A
L
,
E
X
C
E
P
T
W
H
E
R
E
S
P
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
.
C
O
N
N
E
C
T
I
O
N
S
A
R
E
S
I
M
P
L
E
SH
E
A
R
C
O
N
N
E
C
T
I
O
N
S
,
U
.
N
.
O
.
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
H
A
V
E
2
O
R
M
O
R
E
B
O
L
T
S
A
N
D
T
H
E
D
I
S
T
A
N
C
E
F
R
O
M
SU
P
P
O
R
T
I
N
G
M
E
M
B
E
R
T
O
C
E
N
T
E
R
L
I
N
E
O
F
B
O
L
T
S
S
H
A
L
L
N
O
T
E
X
C
E
E
D
3
I
N
C
H
E
S
.
D
E
P
T
H
O
F
B
E
A
M
C
O
N
N
E
C
T
I
O
N
S
SH
A
L
L
B
E
A
T
L
E
A
S
T
H
A
L
F
O
F
T
H
E
B
E
A
M
D
E
P
T
H
.
M
I
N
I
M
U
M
A
S
D
C
O
N
N
E
C
T
I
O
N
S
T
R
E
N
G
T
H
S
H
A
L
L
B
E
P
E
R
T
H
E
FO
L
L
O
W
I
N
G
T
A
B
L
E
,
U
.
N
.
O
.
ME
M
B
E
R
ST
R
E
N
G
T
H
ME
M
B
E
R
ST
R
E
N
G
T
H
ME
M
B
E
R
ST
R
E
N
G
T
H
W8
,
W
1
0
16
K
I
P
S
W1
6
42
K
I
P
S
W2
1
63
K
I
P
S
W1
2
,
W
1
4
25
K
I
P
S
W1
8
53
K
I
P
S
W2
4
74
K
I
P
S
10
.
AL
L
F
I
E
L
D
A
N
D
S
H
O
P
C
O
N
N
E
C
T
I
O
N
S
T
O
H
A
V
E
1
/
4
"
F
I
L
L
E
T
W
E
L
D
S
M
I
N
I
M
U
M
U
N
L
E
S
S
N
O
T
E
D
A
S
B
O
L
T
E
D
CO
N
N
E
C
T
I
O
N
S
.
11
.
AL
L
F
I
E
L
D
W
E
L
D
S
T
O
B
E
W
I
T
H
E
7
0
X
X
E
L
E
C
T
R
O
D
E
S
.
12
.
AL
L
E
R
E
C
T
I
O
N
D
R
A
W
I
N
G
S
S
H
A
L
L
S
H
O
W
A
L
L
F
I
E
L
D
W
E
L
D
S
R
E
Q
U
I
R
E
D
.
13
.
EL
E
V
A
T
I
O
N
S
F
O
R
T
O
P
O
F
S
T
E
E
L
N
O
T
E
D
O
N
D
R
A
W
I
N
G
S
.
B
E
A
M
S
F
R
A
M
E
F
L
U
S
H
A
T
T
O
P
U
N
L
E
S
S
N
O
T
E
D
(
+
/
-
)
.
14
.
ST
E
E
L
F
R
A
M
E
S
A
R
E
N
O
T
"
S
E
L
F
-
S
U
P
P
O
R
T
I
N
G
.
"
A
D
E
Q
U
A
T
E
T
E
M
P
O
R
A
R
Y
S
U
P
P
O
R
T
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
B
Y
T
H
E
CO
N
T
R
A
C
T
O
R
U
N
T
I
L
R
E
Q
U
I
R
E
D
E
L
E
M
E
N
T
S
O
R
C
O
N
N
E
C
T
I
O
N
S
A
R
E
I
N
P
L
A
C
E
.
24'-1 1/2"24'-0"24'-8"19'-6 1/2"19'-6 1/2"24'-8"26'-8"
26
'
-
8
"
27
'
-
5
1
/
2
"
A2S303A1S303
A3
S3
0
3
F8.5-1'-0"--
F6
.
5
-2
'
-
0
"
-
-
A1S303
F8
.
5
-1
'
-
0
"
-
-
1"1"
B1
S3
0
3
TY
P
21'-6"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
24
'
-
1
1
1
/
2
"
24'-1 1/2"24'-0"24'-8"
D1
S3
0
3
C1
S3
0
3
A1
S3
0
3
F7
.
0
-6
'
-
0
"
B3
-1
0
"
F3
.
0
-6
'
-
8
"
D1
-1
0
"
F6
.
0
-6
'
-
0
"
B3
-1
0
"
A1
S3
0
3
D2
S3
0
3
D1
S3
0
3
C2
S3
0
4
STEP
FTG.
SEE DRAWING S102
FOR TRUCK SLAB
(-
6
'
-
8
"
)
(-2'-0")
(-6'-0")
19'-10 1/2"
24
'
-
8
"
F3
.
0
-2
'
-
0
"
C2
-1
0
"
STEP
FTG.STEP
FTG.
(-4'-0")(-5'-4")STEP
FTG.
STEP
FTG.
F5
.
0
-2'-
0
"
C1
-1
0
"
F7
.
5
-2
'
-
0
"
B3
-1
0
"
F5
.
0
-2
'
-
0
"
B3
-1
0
"
F3
.
0
-2
'
-
0
"
C1
-1
0
"
F3
.
5
-2
'
-
0
"
C1
-1
0
"
(-4'-0")
STEP
FTG.
(-5'-4")
A1
S3
0
4
B1
S3
0
4
C1
S3
0
4
F3.0-2'-0"C1-10"F3.0-3'-4"C1-10"
(-2'-0")
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
BRACED BAY
(SEE A2/S402)
B2
S3
0
4
F6
.
0
-6
'
-
0
"
D3
-1
'
-
0
"
(-6'-8")(-6'-0")STEP
FTG.
ST
E
P
FT
G
.
14'-6 1/2"24'-7"
SE
E
C
1
/
S
3
0
1
F
O
R
BO
L
L
A
R
D
D
E
T
A
I
L
(
T
Y
P
)
(-4'-0")(-6'-0")
STEP
FTG.
24'-0"(-2'-0")SEE DRAWING S102FOR SIDEWALK(-2'-0")SEE DRAWING S102FOR SIDEWALK (-2'-0")
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
BRACED BAY(SEE A2/S402)STEPFTG.A2S303B2S303
F6
.
5
-2
'
-
0
"
B3
-1
0
"
F6
.
5
-2
'
-
0
"
B3
-1
0
"
F5
.
0
-2
'
-
0
"
C1
-1
0
"
F5.0-2'-0"B2-10"F6.5-2'-0"B3-10"F6.5-2'-0"C2-10"F6.5-2'-0"B3-10"
F5
.
0
-2
'
-
0
"
C2
-1
0
"
F6.5-2'-0"B2-10"STEPFTG.(-2'-0")A1S303(-2'-0")B2S303
C2
S3
0
1
TY
P
(-5'-4")
26
'
-
8
"
(-
2
'
-
0
"
)
F4.5-2'-0"B1-10"SEE C1/S301 FORBOLLARD DETAIL(TYP)
F7
.
0
-2
'
-
0
"
-
-
F6.5-1'-0"--A2S303A3S303 D1S304D1S3041'-7 1/2"1'-8"8'-8"8'-8"1'-5 1/2"1'-7 1/2"F5.0-2'-0"B2-10"F4.5-2'-0"B2-10"B2S303 B2S303 (-3'-4")B3S303
F6
.
0
-4
'
-
0
"
C1
-1
0
"
11'-0"
19
'
-
6
"
7'
-
2
"
15
'
-
8
"
STEPFTG.(-3'-4")STEPFTG.5'-6"
5'
-
6
"
11
'
-
0
"
9'-10"
11
'
-
0
"
16
'
-
6
"
16'-0"14'-9"
STEP
FTG.
19'-5 1/2"4'-1 1/2"
F3
.
0
-6
'
-
0
"
D2
-1
'
-
0
"
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
BRACED BAY
(SEE A2/S402)
BRACED BAY(SEE A2/S402)
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
Fo
u
n
d
a
t
i
o
n
P
l
a
n
S-
1
0
1
PL
A
N
N
O
R
T
H
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S101-S102.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
FO
U
N
D
A
T
I
O
N
P
L
A
N
1/
8
"
=
1
'
-
0
"
1.
EL
E
V
A
T
I
O
N
S
I
N
F
T
G
.
/
P
I
E
R
T
A
G
S
A
N
D
N
O
T
E
D
(-
X
'
-
X
"
)
O
N
P
L
A
N
A
R
E
R
E
F
E
R
E
N
C
E
D
F
R
O
M
FI
N
I
S
H
E
D
F
L
O
O
R
D
A
T
U
M
E
L
E
V
A
T
I
O
N
.
S
E
E
GS
N
.
2.
WH
E
R
E
L
O
C
A
T
I
O
N
O
F
F
O
O
T
I
N
G
S
T
E
P
I
S
N
O
T
DI
M
E
N
S
I
O
N
E
D
,
C
O
O
R
D
I
N
A
T
E
W
I
T
H
U
T
I
L
I
T
Y
LI
N
E
S
.
B
O
T
T
O
M
O
F
P
E
R
I
M
E
T
E
R
F
O
O
T
I
N
G
S
SH
A
L
L
B
E
A
T
L
E
A
S
T
3
'
-
4
"
B
E
L
O
W
L
O
W
E
S
T
AD
J
A
C
E
N
T
F
I
N
I
S
H
E
D
G
R
A
D
E
/
T
.
O
.
PA
V
E
M
E
N
T
.
3.
DO
N
O
T
S
C
A
L
E
D
R
A
W
I
N
G
S
.
S
E
E
AR
C
H
I
T
E
C
T
U
R
A
L
F
L
O
O
R
P
L
A
N
S
F
O
R
DI
M
E
N
S
I
O
N
S
N
O
T
I
N
D
I
C
A
T
E
D
O
N
ST
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
4.
SE
C
T
I
O
N
S
I
N
D
I
C
A
T
E
D
O
N
P
L
A
N
A
R
E
TY
P
I
C
A
L
F
O
R
S
I
M
I
L
A
R
C
O
N
D
I
T
I
O
N
S
.
5.
"C
J
"
=
S
U
G
G
E
S
T
E
D
W
A
L
L
C
O
N
T
R
O
L
J
O
I
N
T
LO
C
A
T
I
O
N
S
.
6.
TO
P
O
F
F
O
U
N
D
A
T
I
O
N
W
A
L
L
E
L
E
V
A
T
I
O
N
@
AL
L
D
O
O
R
W
A
Y
S
=
(
-
0
'
-
8
"
)
.
7.
CO
O
R
D
I
N
A
T
E
A
L
L
E
X
I
S
T
I
N
G
A
N
D
N
E
W
UT
I
L
I
T
Y
L
I
N
E
L
O
C
A
T
I
O
N
S
W
I
T
H
S
I
T
E
A
N
D
/
O
R
ME
C
H
.
D
R
A
W
I
N
G
S
.
R
E
P
O
R
T
A
N
Y
A
N
D
A
L
L
IN
T
E
R
F
E
R
E
N
C
E
S
W
I
T
H
I
N
T
E
N
D
E
D
FO
U
N
D
A
T
I
O
N
C
O
N
F
I
G
U
R
A
T
I
O
N
S
T
O
EN
G
I
N
E
E
R
P
R
I
O
R
T
O
I
N
S
T
A
L
L
I
N
G
FO
U
N
D
A
T
I
O
N
S
.
F4
.
0
-2
'
-
0
"
-1
0
"
B2
FO
O
T
I
N
G
MA
R
K
TO
P
O
F
F
O
O
T
I
N
G
EL
E
V
A
T
I
O
N
PI
E
R
D
E
T
A
I
L
(S
E
E
D
W
G
S
3
0
2
)
TO
P
O
F
P
I
E
R
EL
E
V
A
T
I
O
N
FO
O
T
I
N
G
/
P
I
E
R
L
E
G
E
N
D
FO
O
T
I
N
G
S
C
H
E
D
U
L
E
MA
R
K
SI
Z
E
(
W
X
L
X
T
)
RE
I
N
F
O
R
C
I
N
G
F3
.
0
3'
-
0
"
X
3
'
-
0
"
X
1
'
-
0
"
4
-
#
4
E
A
.
W
A
Y
F3
.
5
3'
-
6
"
X
3
'
-
6
"
X
1
'
-
0
"
3
-
#
5
E
A
.
W
A
Y
F4
.
0
4'
-
0
"
X
4
'
-
0
"
X
1
'
-
2
"
4
-
#
5
E
A
.
W
A
Y
F4
.
5
4'
-
6
"
X
4
'
-
6
"
X
1
'
-
2
"
5
-
#
5
E
A
.
W
A
Y
F5
.
0
5'
-
0
"
X
5
'
-
0
"
X
1
'
-
4
"
4
-
#
6
E
A
.
W
A
Y
F5
.
5
5'
-
6
"
X
5
'
-
6
"
X
1
'
-
6
"
5
-
#
6
E
A
.
W
A
Y
F6
.
0
6'
-
0
"
X
6
'
-
0
"
X
1
'
-
6
"
6
-
#
6
E
A
.
W
A
Y
F6
.
5
6'
-
6
"
X
6
'
-
6
"
X
1
'
-
6
"
6
-
#
6
E
A
.
W
A
Y
F7
.
0
7'
-
0
"
X
7
'
-
0
"
X
1
'
-
8
"
7
-
#
6
E
A
.
W
A
Y
F7
.
5
7'-
6
"
X
7
'
-
6
"
X
1
'
-
1
0
"
6
-
#
7
E
A
.
W
A
Y
F8
.
0
8'
-
0
"
X
8
'
-
0
"
X
1
'
-
1
0
"
7
-
#
7
E
A
.
W
A
Y
F8
.
5
8'
-
6
"
X
8
'
-
6
"
X
1
'
-
1
0
"
7
-
#
7
E
A
.
W
A
Y
(q
a
3
.
0
)
T/ SIDEWALK: -0.10'T/ PAVEMENT: -0.60'-0.04'0.00'T/ SIDEWALK: -0.18'T/ PAVEMENT: -0.47'-0.04'C3S301B3S301B3S301
A3
S3
0
3
T/ SIDEWALK: -0.18'T/ PAVEMENT: -0.18'T/ SIDEWALK: -0.10'T/ PAVEMENT: -0.46'-0.04'-0.04'
-0
.
0
0
"
T/
S
I
D
E
W
A
L
K
:
-
0
.
1
0
'
T/
P
A
V
E
M
E
N
T
:
-
0
.
1
0
'
T/ SI
D
E
W
A
L
K
:
-
0
.
1
0
'
T/ PA
V
E
M
E
N
T
:
-
0
.
1
0
'
T/ SIDEW
A
L
K
:
-
0
.
1
8
'
T/ PAVE
M
E
N
T
:
-
0
.
1
8
'
T/ SIDEWALK: -0.18'T/ PAVEMENT: -0.18'
-0
.
0
4
'
T/ SIDEWALK: -0.10'T/ PAVEMENT: -0.60'T/ SIDEWALK: -0.04'T/ PAVEMENT: -0.50'
B3
S3
0
1
MAX 8% SLOPE FOR 24'-0"
A3
S3
0
1
-2.81'
-4.25'
-4.42'
-2.81'
-4.25'
-4.25'
-4.25'
-3.83'
-3.83'
8" SLAB-ON-GRADE w/#5
BARS @ MID-DEPTH OF
SLAB, 12" O.C. EA. WAY
3% SLOPE FOR 48'-0"
-0.89'
-0.89'
-4.25'
-4.25'
4'-0"
B3S301TYP. @ 3SIDES OFPAD
IN
-
S
L
A
B
E
L
E
C
T
R
I
C
A
L
CO
N
D
U
I
T
F
O
R
D
O
C
K
LE
V
E
L
E
R
-
C
O
O
R
D
I
N
A
T
E
WI
T
H
A
R
C
H
.
/
E
L
E
C
T
.
DR
A
W
I
N
G
S
B2S301TYP
T/
S
I
D
E
W
A
L
K
:
-
0
.
1
0
'
T/
P
A
V
E
M
E
N
T
:
-
0
.
6
0
'
CO
N
S
T
.
J
T
.
T/ SI
D
E
W
A
L
K
:
-
0
.
1
0
'
T/ PA
V
E
M
E
N
T
:
-
0
.
1
0
'
T/ SIDEWALK: -0.10'T/ PAVEMENT: -0.60'C3S301SEE C1/S301 FORBOLLARD DETAIL(TYP)
(5
)
#
3
x
3
6
"
L
O
N
G
E
Q
U
A
L
L
Y
SP
A
C
E
D
(
W
E
T
S
E
T
)
IN
-
S
L
A
B
E
L
E
C
T
R
I
C
A
L
CO
N
D
U
I
T
-
C
O
O
R
D
I
N
A
T
E
WI
T
H
A
R
C
H
D
W
G
S
SE
E
B
1
/
S
3
0
1
F
O
R
SL
A
B
-
O
N
-
G
R
A
D
E
RE
I
N
F
.
T
Y
P
.
FREEZER SLAB4" CONCRETE SLAB-ON-GRADEOVER 6" RIGID INSULATION.TOP OF SLAB EL. 0'-0" C.J. SPACING @ 8'-0" O.C. MAX
.
11'-4"50'-11"50'-11"60'-10"5'-0"7'-0"11'-4"7'-0"5'-0"
96
'
-
2
"
7'-0"7'-0"
SE
E
C
2
/
S
3
0
1
F
O
R
IS
O
L
A
T
I
O
N
J
O
I
N
T
CONST. JT.TILE FINISH FLOOR4" CONCRETE SLAB-ON-GRADEW/ 6x6 - W1.4xW1.4 WELDED WIRE FABRICTOP OF SLAB EL. -0'-2 5/8"
GA
L
V
.
L
2
1
/
2
x
2
1
/
2
x
1
/
4
W/
1
/
2
"
D
I
A
.
x
3
"
H
E
A
D
E
D
ST
U
D
@
E
N
D
S
&
2
4
"
O
.
C
.
DIMENSION IS TOGRID LINE, TYP.
16
'
-
7
1
/
2
"
35
'
-
7
1
/
4
"
12
'
-
3
3
/
4
"
1'
-
6
"
8'
-
9
"
1'
-
1
"
43'-7"16'-5"15'-8 1/2"GALV. L2 1/2x2 1/2x1/4W/ 1/2" DIA. x 3"HEADED STUD @ ENDS& 24" O.C.
CONST. JT.
17'-8 1/2"3'-1 1/2"3'-2"11 1/8"1'-5 3/4"2"
1'-0"
3'-10"
4'-11 7/8"
4'-6"13'-0"
CONTROL
J
O
I
N
T
,
TYP.-0.00"B3S303
Sl
a
b
P
l
a
n
S-
1
0
2
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S101-S102.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
PL
A
N
N
O
R
T
H
SL
A
B
P
L
A
N
1/
8
"
=
1
'
-
0
"
1.
EL
E
V
A
T
I
O
N
S
A
R
E
R
E
F
E
R
E
N
C
E
D
F
R
O
M
FI
N
I
S
H
E
D
F
L
O
O
R
D
A
T
U
M
E
L
E
V
A
T
I
O
N
.
S
E
E
GS
N
.
2.
AL
L
S
U
B
-
B
A
S
E
M
A
T
E
R
I
A
L
,
T
H
I
C
K
N
E
S
S
A
N
D
PR
E
P
A
R
A
T
I
O
N
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
WI
T
H
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
.
S
O
I
L
BE
N
E
A
T
H
F
O
O
T
I
N
G
S
S
H
A
L
L
B
E
I
N
S
P
E
C
T
E
D
AN
D
A
P
P
R
O
V
E
D
B
Y
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
CO
N
S
U
L
T
A
N
T
P
R
I
O
R
T
O
P
L
A
C
I
N
G
T
H
E
CO
N
C
R
E
T
E
.
3.
TY
P
I
C
A
L
C
O
N
C
R
E
T
E
S
L
A
B
-
O
N
-
G
R
A
D
E
I
S
5
"
TH
I
C
K
,
U
N
R
E
I
N
F
O
R
C
E
D
,
T
O
P
O
F
S
L
A
B
E
L
E
V
.
0'-
0
"
,
U
.
N
.
O
.
4.
SI
D
E
W
A
L
K
S
L
A
B
S
S
H
A
L
L
B
E
4
"
SL
A
B
-
O
N
-
G
R
A
D
E
W
I
T
H
6
x
6
-
W
2
.
1
x
W
2
.
1
WE
L
D
E
D
W
I
R
E
F
A
B
R
I
C
.
5.
=
F
R
E
E
Z
E
R
S
L
A
B
L
O
C
A
T
I
O
N
.
6.
IF
R
E
Q
U
I
R
E
D
B
Y
S
I
T
E
S
P
E
C
I
F
I
C
C
O
N
D
I
T
I
O
N
S
,
PL
A
C
E
A
V
A
P
O
R
B
A
R
R
I
E
R
B
E
T
W
E
E
N
T
H
E
SO
I
L
S
U
B
-
G
R
A
D
E
A
N
D
T
H
E
G
R
A
V
E
L
SU
B
-
B
A
S
E
.
7.
DO
N
O
T
S
C
A
L
E
D
R
A
W
I
N
G
S
.
S
E
E
AR
C
H
I
T
E
C
T
U
R
A
L
F
L
O
O
R
P
L
A
N
S
F
O
R
DI
M
E
N
S
I
O
N
S
N
O
T
I
N
D
I
C
A
T
E
D
O
N
ST
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
8.
SE
C
T
I
O
N
S
I
N
D
I
C
A
T
E
D
O
N
P
L
A
N
A
R
E
TY
P
I
C
A
L
F
O
R
S
I
M
I
L
A
R
C
O
N
D
I
T
I
O
N
S
.
9.
"C
J
"
=
S
U
G
G
E
S
T
E
D
S
L
A
B
C
O
N
T
R
O
L
J
O
I
N
T
LO
C
A
T
I
O
N
S
.
S
E
E
S
P
E
C
.
10
.
SE
E
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
F
O
R
FL
O
O
R
F
I
N
I
S
H
R
E
Q
U
I
R
E
M
E
N
T
S
.
11
.
FL
A
T
N
E
S
S
A
N
D
L
E
V
E
L
N
E
S
S
R
E
Q
U
I
R
E
M
E
N
T
S
FO
R
I
N
T
E
R
I
O
R
S
L
A
B
S
P
E
R
A
S
T
M
E
1
1
5
5
:
OV
E
R
A
L
L
F
L
A
T
N
E
S
S
,
F
(
F
)
2
0
A
N
D
LE
V
E
L
N
E
S
S
,
F
(
L
)
2
0
.
T
E
S
T
S
M
U
S
T
B
E
PE
R
F
O
R
M
E
D
P
E
R
A
S
T
M
E
1
1
5
5
A
N
D
FI
N
D
I
N
G
S
C
O
M
M
U
N
I
C
A
T
E
D
T
O
T
H
E
A
L
D
I
CO
N
S
T
R
U
C
T
I
O
N
R
E
P
R
E
S
E
N
T
A
T
I
V
E
U
P
O
N
&2
0
3
/
(
7
,
2
1
2
)
7
+
(
7
(
6
7
,
1
*
¬
7
+
(
OF
F
I
C
I
A
L
R
E
P
O
R
T
M
U
S
T
B
E
P
R
O
V
I
D
E
D
WI
T
H
I
N
5
W
O
R
K
I
N
G
D
A
Y
S
O
F
C
O
N
C
R
E
T
E
PL
A
C
E
M
E
N
T
.
C1
S4
0
6
B3
S4
0
3
D1
S4
0
5
4'
-
7
"
9"C3
S4
0
3
D3
S4
0
6
4
S
P
A
C
E
S
@
4
'
-
1
0
"
=
1
9
'
-
4
"
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
16KCS3
21'-6"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
24
'
-
1
1
1
/
2
"
24'-1 1/2"24'-0"24'-8"19'-10 1/2"
24
'
-
8
"
14'-6 1/2"24'-7"
HSS6x6x5/8 (+19'-9 1/2")
W18x46 [+2 1/2"](SL)
1"B1S407C1S403A1S403
A3
S4
0
3
1"
D1
S4
0
5
SI
M
.
9"
9"1"10"
12'-9"
CE
S
U
N
I
T
33
0
0
L
B
S
26KCS4
W1
8
X
4
6
(
+
1
5
'
-
7
"
)
W1
8
X
4
6
c
=
34"
(
+
1
5
'
-
7
"
)
W1
8
X
4
6
c
=
34"
(
+
1
5
'
-
7
"
)
W18X46 c=34" (+15
'
-
7
"
)
W18x46 c=34" (+15'-7")9.9KHSS8x8x5/16 (+28'-0")HSS8x8x5/16 (+28'-0")
Lc
@
M
A
N
D
O
O
R
C6 C6
CO
N
D
E
N
S
E
R
26
0
0
L
B
S
C3S406A1S406
3'
-
1
0
1
/
2
"
5'-0"6 SPACES @ 4'-11" = 29'-6"4'-5"4'-5 1/2"DO (SEE A1/S405)26KCS4 7.5K
9.7K
9.7K
26KCS4
16KCS3
DO
DO
DO (SEE C2/S405)
DO
DO
DO
D1S405
9.7K
9.7K
HSS6x6x58 (+19'-912")HSS18x6x516 (+15'-2")L7x4x38 (LLH)21'-4"EXTENT OF ANGLE 1'-0"22'-0"EXTENT OF ANGLE 21'-8"EXTENT OF ANGLE 9 1/2"1'-8"
C6
A3S405
18
S
P
A
C
E
S
@
5
'
-
6
"
=
9
9
'
-
0
"
26KCS4DODODO
26KCS4
26KCS426K10DODO DODODODO
DO
DO
11.8K10.7K11.0K11.0K11.0K11.0K11.0K11.1K11.8K12.3K
12.3K
14.0K
14.0K
13.4K
12.3K
12.3K
12.3K
12.3K
12.3K
12.3K
12.3K
12.3K
10.7K
9.3K8.4K8.7K8.7K8.7K9.2K8.7K8.7K9.7K9.7K9.7K
9.7K
9.7K
9.7K
40
G
8
N
S
P
(
+
1
3
'
-
7
3
/
4
"
)
40G9NSP (+13'-7 3/4")40G7NSP (+13'-7 3/4")44G12NSP (+14'-7 3/4")
44
G
1
0
N
S
P
(
+
1
4
'
-
7
3
/
4
"
)
44
G
9
N
S
P
(
+
1
4
'
-
7
3
/
4
"
)
HSS6x6x5/8 (+19'-9 1/2")W18x35 (+13'-1 1/2")HSS6x6x5/8(+19'-9 1/2")W18x35(+13'-1 1/2")24'-1 1/2"24'-0"24'-8"19'-6 1/2"19'-6 1/2"24'-8"26'-8"
26
'
-
8
"
27
'
-
5
1
/
2
"
24'-0"
26
'
-
8
"
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
BRACED BAY(SEE A2/S402)
SE
E
A
2
/
S
4
0
1
F
O
R
R
O
O
F
DR
A
I
N
F
R
A
M
I
N
G
(
T
Y
P
.
)
FR
A
M
I
N
G
;
S
E
E
A2
/
S
4
0
1
T
Y
P
.
26KCS4
7.3K
10.2K
12.3K
12.3K 9.7K
40
G
7
N
S
P
(
+
1
3
'
-
7
3
/
4
"
)
3'
-
1
0
"
DODODODODODODO
DO
DO
DO
DO
DO
DO
DO
DO
26K10
26KCS4
26KCS4
26KCS4
26KCS4
26K10
DODODODODODODODO
DO
DO
DODODODODODO
DO
DO
DO
DO
DO
DO
DO
DO
DO
DO
11.0K
11.0K
10.3K
9.7K
8.4K
9.3K
7.5K
DO
DO
DO
DO
26KCS4
ROOF HATCH;SEE A2/S401W18x35 (+15'-7")1"
C3
S4
0
3
A1S404D2S404
DO
DO
DO
DO
A1S401 A1S405C2S405 D3S406C6C6C6HSS8x8x5/16 (+24'-0")HSS6x6x5/8 (+19'-9 1
/
2
"
)
HSS6x6x5/8 (+11'-2 1
/
2
"
)
0"
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
1
'
-
2
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
11'-0"
7'
-
2
"
19
'
-
6
"
15
'
-
8
"
HSS8x8x5/16 (+24'-0")1'-0"4"1'-8"A1S407 A1S407HSS6x6x58 (+19'-912")HSS18x6x516 (+14'-6")L7x4x38 (LLH)16'-0"5'-6"9'-10"14'-9"
16
'
-
6
"
5'
-
6
"
11
'
-
0
"
11
'
-
0
"
D1S405SIM@ WINDOWHSS6x6x5/8 (+19'-9 1/2")W18x35 (+13'-1 1/2")
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
W1
8
x
3
5
(
+
1
3
'
-
1
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
W1
8
x
3
5
(
+
1
3
'
-
1
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
W1
8
x
3
5
(
+
1
3
'
-
1
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
W1
8
x
3
5
(
+
1
3
'
-
1
1
/
2
"
)
HS
S
6
x
6
x
5
/
8
(
+
1
9
'
-
9
1
/
2
"
)
W1
8
x
3
5
(
+
1
3
'
-
1
1
/
2
"
)
HSS6x6x5/8 (+19'-9 1/2")
BRACED BAY
(SEE A4/S402)
C1
S4
0
4
D3
S4
0
6
C6
C6
C6
HSS6x6x5/8
(+19'-9 1/2")
HSS6x6x5/8 (+19'-9 1/2")
4'-1 1/2"
HS
S
6
x
6
x
5
/
8
(+
1
9
'
-
9
1
/
2
"
)
2.5K1
HSS6x6x58 (+19'-912")HSS18x6x516 (+14'-10")L7x4x38 (LLH)BRACED BAY(SEE A2/S402)
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
BRACED BAY
(SEE A4/S402)
BR
A
C
E
D
B
A
Y
(S
E
E
A
2
/
S
4
0
2
)
HSS6x6x5/8 (+19'-9 1/2")
W18x46 [+2 1/2"](SL)
HATCHED AREA INDICATESAREA FOR KICKERS, TYP.CONT. C6x8.2
CO
N
T
.
C
6
x
8
.
2
C6
x
8
.
2
A
T
48
"
O
.
C
.
,
T
Y
P
.
C6
x
8
.
2
A
T
48
"
O
.
C
.
,
T
Y
P
.
C6x8.2 AT48" O.C., TYP.
19'-5 1/2"
DO
DO
DO
DO
DO
20KCS3
DO
DO
DO
C1
S4
0
4
C3
S4
0
3
26K10
W1
8
x
3
5
(+
1
3
'
-
8
1
/
2
"
)
20KCS3
24'-0"EXTENT OF ANGLE
1'
-
0
"
1'-8"
24
'
-
8
"
EX
T
E
N
T
O
F
A
N
G
L
E
1'-
0
"
1'
-
0
"
1'-
0
"
24
'
-
8
"
EX
T
E
N
T
O
F
A
N
G
L
E
1'
-
0
"
Ro
o
f
F
r
a
m
i
n
g
P
l
a
n
S-
1
1
1
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S111.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C
.
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
1/
8
"
=
1
'
-
0
"
1.
TO
P
O
F
S
T
E
E
L
E
L
E
V
A
T
I
O
N
S
N
O
T
E
D
(
+
X
'
-
X
"
)
AR
E
R
E
F
E
R
E
N
C
E
D
F
R
O
M
F
I
N
I
S
H
E
D
F
L
O
O
R
DA
T
U
M
E
L
E
V
A
T
I
O
N
.
S
E
E
G
S
N
.
2.
RO
O
F
D
E
C
K
S
H
A
L
L
B
E
1
1
/
2
"
x
2
0
G
A
G
E
PA
I
N
T
E
D
T
Y
P
E
B
W
I
D
E
-
R
I
B
D
E
C
K
.
3.
SE
E
M
E
C
H
A
N
I
C
A
L
&
A
R
C
H
I
T
E
C
T
U
R
A
L
DR
A
W
I
N
G
S
F
O
R
T
H
E
B
A
L
A
N
C
E
O
F
A
L
L
EQ
U
I
P
M
E
N
T
,
R
O
O
F
P
E
N
E
T
R
A
T
I
O
N
S
,
E
T
C
.
RE
Q
U
I
R
E
D
A
T
T
H
I
S
L
E
V
E
L
.
G
E
N
E
R
A
L
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
A
L
L
R
T
U
LO
C
A
T
I
O
N
S
A
N
D
P
E
N
E
T
R
A
T
I
O
N
S
W
I
T
H
ME
C
H
A
N
I
C
A
L
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
T
O
ST
E
E
L
F
A
B
R
I
C
A
T
I
O
N
.
4.
DO
N
O
T
S
C
A
L
E
D
R
A
W
I
N
G
S
.
S
E
E
AR
C
H
I
T
E
C
T
U
R
A
L
F
L
O
O
R
P
L
A
N
S
F
O
R
A
L
L
DI
M
E
N
S
I
O
N
S
N
O
T
I
N
D
I
C
A
T
E
D
O
N
ST
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
5.
BA
R
J
O
I
S
T
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
P
R
O
V
I
D
E
JO
I
S
T
B
R
I
D
G
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
ST
E
E
L
J
O
I
S
T
I
N
S
T
I
T
U
T
E
C
R
I
T
E
R
I
A
I
N
C
L
U
D
I
N
G
UP
L
I
F
T
(
S
E
E
S
-
0
0
1
)
.
6.
JO
I
S
T
E
N
D
R
E
A
C
T
I
O
N
S
A
S
S
H
O
W
N
O
N
P
L
A
N
IN
C
L
U
D
E
D
E
A
D
L
O
A
D
,
S
N
O
W
(
O
R
R
O
O
F
LI
V
E
)
L
O
A
D
,
A
N
D
J
O
I
S
T
G
I
R
D
E
R
S
E
L
F
WE
I
G
H
T
.
J
O
I
S
T
G
I
R
D
E
R
M
A
N
U
F
A
C
T
U
R
E
R
T
O
DE
S
I
G
N
F
O
R
T
H
E
S
E
L
O
A
D
S
I
N
A
D
D
I
T
I
O
N
T
O
WI
N
D
L
O
A
D
S
P
E
R
S
-
0
0
1
.
PL
A
N
N
O
R
T
H
ST
E
E
L
D
E
T
A
I
L
E
R
N
O
T
E
:
ME
M
B
E
R
C
O
N
D
I
T
I
O
N
S
A
T
C
O
L
U
M
N
S
A
R
E
R
E
P
R
E
S
E
N
T
E
D
ON
P
L
A
N
A
S
F
O
L
L
O
W
S
:
=
M
E
M
B
E
R
F
R
A
M
E
S
I
N
T
O
SI
D
E
O
F
C
O
L
U
M
N
=
M
E
M
B
E
R
F
R
A
M
E
S
O
V
E
R
TO
P
O
F
C
O
L
U
M
N
PL
A
C
E
D
O
W
E
L
S
P
A
R
A
L
L
E
L
T
O
S
L
A
B
S
U
R
F
A
C
E
.
SA
W
C
U
T
S
A
R
E
T
O
B
E
M
A
D
E
I
M
M
E
D
I
A
T
E
L
Y
U
P
O
N
C
O
M
P
L
E
T
I
O
N
O
F
F
I
N
A
L
TR
O
W
E
L
L
I
N
G
.
F
O
R
B
R
O
O
M
E
D
F
I
N
I
S
H
E
S
,
C
U
T
S
A
R
E
T
O
B
E
M
A
D
E
A
F
T
E
R
T
H
E
FI
N
A
L
F
I
N
I
S
H
I
S
C
O
M
P
L
E
T
E
D
,
A
S
S
O
O
N
A
S
T
H
E
C
U
T
T
I
N
G
O
P
E
R
A
T
I
O
N
D
O
E
S
NO
T
R
A
V
E
L
T
H
E
J
O
I
N
T
E
D
G
E
O
R
O
T
H
E
R
W
I
S
E
D
I
S
T
U
R
B
T
H
E
F
I
N
I
S
H
.
1/
8
"
M
I
N
VE
R
I
F
Y
W
/
S
E
A
L
A
N
T
M
A
N
U
F
.
SA
W
C
U
T
T
O
B
E
1
/
3
O
F
S
L
A
B
TH
I
C
K
N
E
S
S
B
U
T
N
O
T
L
E
S
S
T
H
A
N
1
"
SA
W
C
U
T
T
O
B
E
S
M
O
O
T
H
,
CL
E
A
N
,
A
N
D
S
T
R
A
I
G
H
T
SE
A
L
A
N
T
TO
O
L
E
D
J
O
I
N
T
&
S
E
A
L
A
N
T
1/
4
"
D
I
A
M
O
N
D
D
O
W
E
L
;
6
"
F
R
O
M
E
A
C
H
E
N
D
AN
D
2
4
"
O
C
I
N
B
E
T
W
E
E
N
I
N
D
I
A
M
O
N
D
D
O
W
E
L
RE
C
E
I
V
E
R
P
O
C
K
E
T
@
M
I
D
-
D
E
P
T
H
O
F
S
L
A
B
FE
L
T
P
A
P
E
R
BO
N
D
B
R
E
A
K
E
R
(F
U
L
L
D
E
P
T
H
)
Co
n
s
t
r
u
c
t
i
o
n
J
o
i
n
t
Co
n
t
r
o
l
J
o
i
n
t
8"
2'
-
0
"
Co
n
s
t
r
u
c
t
i
o
n
J
o
i
n
t
@
S
t
e
p
t
o
T
i
l
e
1/
4
"
D
I
A
M
O
N
D
D
O
W
E
L
;
6
"
F
R
O
M
E
A
C
H
E
N
D
AN
D
2
4
"
O
C
I
N
B
E
T
W
E
E
N
I
N
D
I
A
M
O
N
D
D
O
W
E
L
RE
C
E
I
V
E
R
P
O
C
K
E
T
@
M
I
D
-
D
E
P
T
H
O
F
S
L
A
B
FE
L
T
P
A
P
E
R
BO
N
D
B
R
E
A
K
E
R
(F
U
L
L
D
E
P
T
H
)
TI
L
E
F
L
O
O
R
2'-0"
1'
-
4
"
1'
-
0
"
TO
O
L
E
D
E
D
G
E
PA
V
E
M
E
N
T
P
E
R
SI
T
E
D
R
A
W
I
N
G
S
CO
N
C
.
T
R
U
C
K
S
L
A
B
PE
R
P
L
A
N
2
-
#
5
C
O
N
T
4"
SE
E
S
L
A
B
P
L
A
N
F
O
R
FR
E
E
Z
E
R
S
L
A
B
D
I
M
E
N
S
I
O
N
S
6"
1"
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
CO
N
C
.
S
L
A
B
PE
R
P
L
A
N
6"
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
4"
F
R
E
E
Z
E
R
S
L
A
B
,
UN
R
E
I
N
F
O
R
C
E
D
SL
A
B
-
O
N
-
G
R
A
D
E
TI
L
E
F
L
O
O
R
EL
E
V
.
(
0
'
-
0
"
)
@
C
O
N
C
.
F
.
F
.
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
@
T
I
L
E
F
.
F
.
8"
1'-8"
24
"
16
"
TO
O
L
E
D
E
D
G
E
PA
V
E
M
E
N
T
O
R
S
I
D
E
W
A
L
K
(S
E
E
S
I
T
E
D
R
A
W
I
N
G
S
)
CO
N
C
.
S
I
D
E
W
A
L
K
PE
R
P
L
A
N
#4
@
1
6
"
O
C
#5
C
O
N
T
,
TO
P
&
B
O
T
.
REFER TO MECHANICAL DRAWINGS FORSIZE AND LOCATION OF ALL PIPESRUNNING THROUGH WALLS.CAST-IN-PLACECONCRETEFOUNDATION WALLSCHEDULE 40 PIPE SLEEVE - INSIDE DIA2" LARGER THAN OUTSIDE DIA OF PIPERUNNING THROUGH WALL4 - #5 BARS x 4'-0" LONG@ EACH FACE OF WALL6" MIN.9" MIN.6" MIN.2" MIN.Side ViewSection 1'-6" MIN.11 1/2NO TRENCHPARALLEL TO FTG.ALLOWED BELOWTHIS LINE EXCEPT ASPERMITTED IN GSN.CONC. OR LEANCONC. FILL..MATCH FTG. WIDTH UTILITY MAY NOT PENETRATEFTG. STEP FOOTING DOWNPER TYPICAL STEPPEDFOOTING DETAIL AS NEEDED UTILITY WITH SLEEVE TO PROVIDE 12" MINCLEARANCE AROUND PIPE. UTILITYMAY PASS THROUGH FOUNDATIONWALL OR UNDER FOOTING AS SHOWN 6"1'-0"
8"
MAXIMUMSEE SLAB PLAN
24
"
8"
CO
N
C
.
S
I
D
E
W
A
L
K
PE
R
P
L
A
N
1/2" R
A
D
I
U
S
PAVEMENT OR G
R
A
D
E
(SEE SITE DRAWIN
G
S
)
#4
@
2
4
"
O
C
#5
C
O
N
T
,
TO
P
&
B
O
T
.
EXPANSION JOIN
T
M
A
T
E
R
I
A
L
Pl
a
n
V
i
e
w
1/
2
"
F
O
A
M
I
S
O
L
A
T
I
O
N
MA
T
E
R
I
A
L
A
R
O
U
N
D
C
O
L
U
M
N
COLUMN PERCOLUMN SCHEDU
L
E
SAWN CONTROLJOINT OR FORMEDCONSTRUCTION JOINT
1/
2
"
F
O
A
M
I
S
O
L
A
T
I
O
N
MA
T
E
R
I
A
L
A
R
O
U
N
D
C
O
L
U
M
N
SL
A
B
-
O
N
-
G
R
A
D
E
PE
R
P
L
A
N
COLUMN PERCOLUMN SCHEDULEALL STEEL EXPOSED TO SUB-GRAD
E
SHALL BE COATED WITHBITUMINOUS-TYPE PROTECTIVEPAINT BELOW THE FLOOR LINESEE FOOTING SC
H
E
D
U
L
E
FOR SIZE & REINFO
R
C
I
N
G
SE
E
C
O
L
U
M
N
B
A
S
E
DE
T
A
I
L
S
F
O
R
B
A
S
E
PL
A
T
E
&
A
N
C
H
O
R
RO
D
I
N
F
O
R
M
A
T
I
O
N
TO
P
O
F
F
T
G
.
E
L
E
V
.
SE
E
F
D
N
.
P
L
A
N
TI
L
E
F
L
O
O
R
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
@
C
O
N
C
.
F
.
F
.
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
@
T
I
L
E
F
.
F
.
Plan View @ PilasterSection View 6"6"SEE ARCHITECTURAL DRAWINGS FOR CURB LOCATIONS BUILDING WALLCONCRETE CURB PROVIDE 1/4" EXP.MATERIAL WITH SEALANT@ OUTSIDE CORNER OFPILASTER CURBBUILDING WALL PROVIDE SAWN/TOOLEDCONTROL JOINTS ATSAME LOCATION ASADJACENT SIDEWALKSSLOPE TOP 1/2"1/2" RADIUS4" WIDE x 6" HIGH CONCRETE CURB WITH#4 CONT. AND #4 DOWELS @ 18" O.C.CONC. SIDEWALKPER SLAB PLAN 1/4" EXPANSION JOINTMATERIAL WITH SEALANT@ BUILDING WALL
4'-0"4'-0"2"
2'
-
0
"
8"
2"2'-0"8"4'-0"4'-0"
2"
T.
O
.
C
O
N
C
R
E
T
E
PA
V
E
M
E
N
T
Bollard @ Slab Detai
l
Bo
l
l
a
r
d
@
P
a
v
e
m
e
n
t
D
e
t
a
i
l
ROUND
T
O
P
W
I
T
H
G
R
O
U
T
;
S
E
E
ARCH. D
R
A
W
I
N
G
S
F
O
R
B
O
L
L
A
R
D
COVER
D
E
T
A
I
L
A
T
E
N
T
R
A
N
C
E
6" D
I
A
.
S
C
H
.
4
0
S
T
L
.
P
I
P
E
A
T
ENT
R
A
N
C
E
,
1
0
"
D
I
A
.
S
C
H
.
4
0
S
T
L
.
PIP
E
@
B
A
L
A
N
C
E
O
F
L
O
C
A
T
I
O
N
S
EXP
A
N
S
I
O
N
J
O
I
N
T
M
A
T
E
R
I
A
L
CO
N
C
.
S
L
A
B
FILL PIPESOLID WITHGROUT
CO
N
C
R
E
T
E
RO
U
N
D
TO
P
W
I
T
H
GR
O
U
T
10
"
D
I
A
.
S
C
H
.
4
0
S
T
L
.
P
I
P
E
(S
E
E
A
R
C
H
.
D
R
A
W
I
N
G
S
FO
R
L
O
C
A
T
I
O
N
S
)
SL
O
P
E
C
O
N
C
TO
D
R
A
I
N
CO
N
C
R
E
T
E
FI
L
L
P
I
P
E
SO
L
I
D
W
I
T
H
GR
O
U
T
Di
s
c
o
n
t
i
n
u
o
u
s
C
o
n
t
r
o
l
J
o
i
n
t
Re
-
e
n
t
r
a
n
t
C
o
r
n
e
r
Sh
o
r
t
S
l
a
b
E
x
t
e
n
s
i
o
n
3"
3"
3"
SL
A
B
E
D
G
E
SLAB EDGE
SL
A
B
E
D
G
E
SL
A
B
E
D
G
E
SL
A
B
J
O
I
N
T
O
R
E
D
G
E
CJ
CJ
CJ 2
-
#
4
x
4
'
-
0
"
L
O
N
G
2
-
#
4
x
4
'
-
0
"
L
O
N
G
(B
E
N
D
A
S
R
E
Q
D
.
)
2
-
#
4
x
4
'
-
0
"
L
O
N
G
3"
2'
-
0
"
Fo
u
n
d
a
t
i
o
n
De
t
a
i
l
s
S-
3
0
1
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S301-S304.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
De
t
a
i
l
s
f
o
r
S
l
a
b
s
-
o
n
-
G
r
a
d
e
Ty
p
i
c
a
l
J
o
i
n
t
NO
S
C
A
L
E
A3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B2
Se
c
t
i
o
n
@
F
r
e
e
z
e
r
S
l
a
b
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1Ty
p
i
c
a
l
S
t
e
e
l
B
o
l
l
a
r
d
D
e
t
a
i
l
SCAL
E
:
3
/
4
"
=
1
'
-
0
"
D3Detail At Mechanical Penetrations Typical Foundation Wall ReinforcementNO SCALEC2Typic
a
l
I
n
t
e
r
i
o
r
C
o
l
u
m
n
D
e
t
a
i
l
NO SCALE C3Sectio
n
SCALE: 3/4" =
1
'
-
0
"
D2Detail at Continuous Footing Typical Utility NO SCALED1Typical Concrete Cart Bumper DetailNO SCALE
B1
Re
i
n
f
o
r
c
e
m
e
n
t
Ty
p
i
c
a
l
S
l
a
b
-
o
n
-
G
r
a
d
e
NO
S
C
A
L
E
1'-
0
"
MI
N
I
M
U
M
1'
-
4
"
MI
N
I
M
U
M
SEE
PLAN
MA
T
C
H
F
T
N
G
S
I
Z
E
(1
'
-
0
"
M
I
N
)
1'
-
6
"
1'
-
6
"
AS
R
E
Q
'
D
SE
E
S
E
C
T
I
O
N
F
O
R
FO
O
T
I
N
G
S
I
Z
E
&
R
E
I
N
F
BA
R
S
T
O
M
A
T
C
H
FO
O
T
I
N
G
R
E
I
N
F
1'
-
1
0
1
/
2
"
1'
-
5
1
/
2
"
1'-5 1/2"1'-10 1/2"
7
1
/
2
"
8"9 1/2"
2 1/8"
7 7/8"
11 5/8"
12" CMU
11
5
/
8
"
12
"
C
M
U
7
7
/
8
"
2
1
/
8
"
9
1
/
2
"
8"
10
"
10
"
1'
-
0
1
/
2
"
7 1/2"10"10"1'-0 1/2"
T.
O
.
C
M
U
EL
E
V
.
(
0
'
-
0
"
)
3/
1
6
"
D
I
A
.
G
A
L
V
.
T
R
I
A
N
G
U
L
A
R
WI
R
E
T
I
E
S
I
N
C
O
N
T
I
N
U
O
U
S
DO
V
E
T
A
I
L
S
L
O
T
S
@
1
6
"
O
.
C
.
12
"
F
N
D
.
W
A
L
L
-
G
R
O
U
T
AL
L
C
O
R
E
S
S
O
L
I
D
T
.
O
.
CM
U
E
L
E
V
.
(
0
'
-
0
"
)
T.
O
.
C
M
U
E
L
E
V
.
(
0
'
-
0
"
)
20
"
x
2
0
"
C
O
N
C
.
P
I
E
R
W
I
T
H
8
-
#
6
V
E
R
T
I
C
A
L
&
#
3
T
I
E
S
(3
@
1
1
/
2
"
,
R
E
M
A
I
N
D
E
R
@
12
"
)
T
.
O
.
P
I
E
R
E
L
E
V
.
(
-
1
0
"
)
T.
O
.
C
M
U
E
L
E
V
.
(
-
8
"
)
@
E
N
T
R
A
N
C
E
D
O
O
R
9 1/2"
2 1/8"
7 7/8"
10
"
10
"
11 5/8"
12" CMU
8"
10
"
10
"
10"
20
"
x
2
0
"
C
O
N
C
.
P
I
E
R
W
I
T
H
8
-
#
6
V
E
R
T
I
C
A
L
&
#
3
T
I
E
S
(3
@
1
1
/
2
"
,
R
E
M
A
I
N
D
E
R
@
12
"
)
T
.
O
.
P
I
E
R
E
L
E
V
.
(
-
1
0
"
)
3/
1
6
"
D
I
A
.
G
A
L
V
.
T
R
I
A
N
G
U
L
A
R
WI
R
E
T
I
E
S
I
N
C
O
N
T
I
N
U
O
U
S
DO
V
E
T
A
I
L
S
L
O
T
S
@
1
6
"
O
.
C
.
T.
O
.
C
M
U
EL
E
V
.
(
0
'
-
0
"
)
T.
O
.
C
M
U
E
L
E
V
.
(
-
8
"
)
@
E
N
T
R
A
N
C
E
D
O
O
R
4"
B
R
I
C
K
L
E
D
G
E
EL
E
V
.
(
0
'
-
0
"
)
11
5
/
8
"
12
"
C
M
U
6
7
/
8
"
10"1'-4"
10
1
/
2
"
1
1
/
8
"
1'-10"
8"
T.
O
.
C
M
U
EL
E
V
.
(
0
'
-
0
"
)
12
"
F
N
D
.
W
A
L
L
-
G
R
O
U
T
AL
L
C
O
R
E
S
S
O
L
I
D
3/
1
6
"
D
I
A
.
G
A
L
V
.
T
R
I
A
N
G
U
L
A
R
WI
R
E
T
I
E
S
I
N
C
O
N
T
I
N
U
O
U
S
DO
V
E
T
A
I
L
S
L
O
T
S
@
1
6
"
O
.
C
.
T.
O
.
C
M
U
EL
E
V
.
(
-
1
'
-
4
"
)
2"
S
O
A
P
S
26
"
x
1
6
"
C
O
N
C
.
P
I
E
R
W
I
T
H
6
-
#
8
V
E
R
T
I
C
A
L
&
#
3
T
I
E
S
(3
@
1
1
/
2
"
,
R
E
M
A
I
N
D
E
R
@
12
"
)
T
.
O
.
P
I
E
R
E
L
E
V
.
(
-
1
0
"
)
2
-
#
4
T
I
E
S
,
T
I
G
H
T
A
R
O
U
N
D
TO
P
O
F
A
N
C
H
O
R
R
O
D
S
#3
W
/
1
8
"
V
E
R
T
.
L
E
G
AN
D
S
T
D
.
H
O
O
K
A
T
T
O
P
OF
P
I
E
R
,
A
D
J
A
C
E
N
T
T
O
EA
C
H
A
N
C
H
O
R
R
O
D
10 1/2"
1
1
/
8
"
7
3
/
8
"
11 5/8"12" CMU
11 5/8"
12" CMU
10 1/2"
1 1/8"
7 3/8"
8 1/2"
8 1/2"
T.
O
.
C
M
U
EL
E
V
.
(
0
'
-
0
"
)
2" SOAPST.O. CMUELEV. (0'-0")
17
"
x
1
7
"
C
O
N
C
.
P
I
E
R
W
I
T
H
8
-
#
6
V
E
R
T
I
C
A
L
&
#
3
T
I
E
S
(
3
@
1
1
/
2
"
,
R
E
M
A
I
N
D
E
R
@
12
"
)
T
.
O
.
P
I
E
R
E
L
E
V
.
(
-
1
0
"
)
3/
1
6
"
D
I
A
.
G
A
L
V
.
T
R
I
A
N
G
U
L
A
R
WI
R
E
T
I
E
S
I
N
C
O
N
T
I
N
U
O
U
S
DO
V
E
T
A
I
L
S
L
O
T
S
@
1
6
"
O
.
C
.
10"10"
10
1
/
2
"
1 1/8"
11
5
/
8
"
12
"
C
M
U
6 7/8
"
8"
1 1/2"
COLUMN
A.1/3.9
ONLY
20" x 16" CONC. PIER WITH8 - #6 VERTICAL & #3 TIES(3 @ 1 1/2" , REMAINDER @12") T.O. PIER ELEV. (-10")
T.
O
.
C
M
U
EL
E
V
.
(
0
'
-
0
"
)
2"
S
O
A
P
S
T.
O
.
C
M
U
E
L
E
V
.
(
-
8
"
)
@
A
.
1
/
3
.
9
12
"
F
N
D
.
W
A
L
L
-
G
R
O
U
T
AL
L
C
O
R
E
S
S
O
L
I
D
3/16" DIA. GALV. TRIANGULARWIRE TIES IN CONTINUOUSDOVETAIL SLOTS @ 16" O.C.10 1/2"1 1/8"7 3/8"11 5/8"12" CMU11 5/8"12" CMU10 1/2"1 1/8"7 3/8"8 1/2"8 1/2"T.O. CMUELEV. (0'-0")2" SOAPS T.O. CMUELEV. (0'-0")17" x 17" CONC. PIER WITH8 - #6 VERTICAL & #3 TIES (3@ 1 1/2" , REMAINDER @12") T.O. PIER ELEV. (-10")3/16" DIA. GALV. TRIANGULARWIRE TIES IN CONTINUOUSDOVETAIL SLOTS @ 16" O.C.10 1/2"7 5/8"8" CMU T.O. RET. WALLELEV. (0'-0")10 1/2"1 1/8"1158"12" CMU1158"12" CMU 18" x 18" CONC. PIER W/8 - #6 VERTICAL & #3 TIES(3 @ 1 1/2" , REMAINDER @12") T.O. PIER ELEV. (-10")T.O. CMUELEV. (0'-0")10 1/2"9"9"9"9"18" x 18" CONC. PIER WITH8 - #6 VERTICAL & #3 TIES(3 @ 1 1/2" , REMAINDER @ 12")T.O. PIER ELEV. (-1'-0")9"9"
Fo
u
n
d
a
t
i
o
n
De
t
a
i
l
s
S-
3
0
2
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S301-S304.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Ty
p
i
c
a
l
S
t
e
p
p
e
d
F
o
o
t
i
n
g
D
e
t
a
i
l
NO
S
C
A
L
E
B1
Pi
e
r
D
e
t
a
i
l
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B3
Pi
e
r
D
e
t
a
i
l
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B2
Pi
e
r
D
e
t
a
i
l
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1Pier DetailNO SCALE C2Pier DetailSCALE: 3/4" = 1'-0"D1Pier DetailNO SCALE D2Pier DetailNO SCALE D3Pier DetailNO SCALE
2"
F
A
C
E
O
F
S
T
U
D
9
1
/
2
"
F
A
C
E
O
F
F
N
D
.
W
A
L
L
CA
R
T
B
U
M
P
E
R
-
S
E
E
TY
P
I
C
A
L
D
E
T
A
I
L
CO
N
C
.
S
I
D
E
W
A
L
K
PE
R
S
L
A
B
P
L
A
N
SE
E
T
Y
P
I
C
A
L
E
X
T
E
R
I
O
R
C
M
U
WA
L
L
S
E
C
T
I
O
N
F
O
R
IN
F
O
R
M
A
T
I
O
N
N
O
T
N
O
T
E
D
1'-0"
2'
-
0
"
3" CLR.
3"
F
A
C
E
O
F
S
T
U
D
10
1
/
2
"
F
A
C
E
O
F
F
N
D
.
W
A
L
L
SE
E
A
R
C
H
.
D
R
A
W
I
N
G
S
FO
R
W
A
L
L
F
I
N
I
S
H
E
S
EX
T
E
R
I
O
R
G
R
A
D
E
OR
S
I
D
E
W
A
L
K
(S
E
E
P
L
A
N
S
)
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
CO
N
C
.
P
I
E
R
B
E
Y
O
N
D
CO
N
C
.
F
T
G
.
B
E
Y
O
N
D
2
-
#
5
,
C
O
N
T
.
9
G
A
.
H
O
R
I
Z
.
T
R
U
S
S
-
T
Y
P
E
WI
R
E
R
E
I
N
F
.
@
1
6
"
O
.
C
.
12
"
C
M
U
W
/
#
5
A
T
48
"
O
.
C
.
-
G
R
O
U
T
AL
L
C
O
R
E
S
S
O
L
I
D
TO
P
O
F
F
T
G
.
E
L
E
V
.
SE
E
F
D
N
.
P
L
A
N
SE
E
T
Y
P
I
C
A
L
C
F
S
FR
A
M
I
N
G
D
E
T
A
I
L
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
@
C
O
N
C
.
F
.
F
.
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
@
T
I
L
E
F
.
F
.
TI
L
E
F
L
O
O
R
W
H
E
R
E
OC
C
U
R
S
P
E
R
P
L
A
N
4"
1"
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
SE
E
T
Y
P
I
C
A
L
E
X
T
E
R
I
O
R
C
M
U
WA
L
L
S
E
C
T
I
O
N
F
O
R
IN
F
O
R
M
A
T
I
O
N
N
O
T
N
O
T
E
D
CO
N
C
.
S
I
D
E
W
A
L
K
PE
R
P
L
A
N
TI
L
E
F
L
O
O
R
GA
L
V
.
L
2
1
/
2
x
2
1
/
2
x
1
/
4
W
/
1
/
2
"
D
I
A
.
x
3
"
H
E
A
D
E
D
S
T
U
D
@
E
N
D
S
&
2
4
"
O
.
C
.
SE
E
T
Y
P
I
C
A
L
S
L
A
B
-
O
N
-
G
R
A
D
E
RE
I
N
F
O
R
C
E
M
E
N
T
D
E
T
A
I
L
F
O
R
SH
O
R
T
S
L
A
B
E
X
T
E
N
S
I
O
N
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
TO
P
O
F
W
A
L
L
EL
E
V
.
(
-
0
"
-
8
"
)
24
"
18
"
#4
B
A
R
S
@
1
6
"
O
.
C
.
10
3
/
8
"
F
A
C
E
O
F
P
I
E
R
TO
P
O
F
F
O
O
T
I
N
G
E
L
E
V
.
(S
E
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
)
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
1/
2
"
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
O
N
IN
T
E
R
I
O
R
S
I
D
E
O
F
C
O
L
U
M
N
AL
L
S
T
E
E
L
E
X
P
O
S
E
D
T
O
S
U
B
-
G
R
A
D
E
S
H
A
L
L
BE
C
O
A
T
E
D
W
I
T
H
B
I
T
U
M
I
N
O
U
S
-
T
Y
P
E
PR
O
T
E
C
T
I
V
E
P
A
I
N
T
B
E
L
O
W
T
H
E
F
L
O
O
R
L
I
N
E
SE
E
A
R
C
H
.
D
R
A
W
I
N
G
S
FO
R
W
A
L
L
F
I
N
I
S
H
E
S
1/
2
"
F
O
A
M
I
S
O
L
A
T
I
O
N
MA
T
E
R
I
A
L
T
Y
P
(
3
)
SI
D
E
S
O
F
C
O
L
U
M
N
EX
T
E
R
I
O
R
G
R
A
D
E
O
R
SI
D
E
W
A
L
K
(
S
E
E
P
L
A
N
S
)
EN
C
A
S
E
C
O
L
U
M
N
B
A
S
E
IN
C
O
N
C
R
E
T
E
P
R
I
O
R
T
O
SL
A
B
P
L
A
C
E
M
E
N
T
SE
E
C
O
L
U
M
N
B
A
S
E
D
E
T
A
I
L
S
FO
R
B
A
S
E
P
L
A
T
E
&
A
N
C
H
O
R
RO
D
I
N
F
O
R
M
A
T
I
O
N
.
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
P
E
R
A
R
C
H
.
D
W
G
S
.
SE
E
P
I
E
R
D
E
T
A
I
L
S
F
O
R
S
I
Z
E
&
R
E
I
N
F
.
PI
E
R
V
E
R
T
I
C
A
L
B
A
R
S
T
O
H
A
V
E
ST
A
N
D
A
R
D
H
O
O
K
S
SE
E
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
FO
R
S
I
Z
E
&
R
E
I
N
F
O
R
C
I
N
G
RU
N
W
A
L
L
F
O
O
T
I
N
G
RE
I
N
F
O
R
C
E
M
E
N
T
T
H
R
O
U
G
H
CO
L
U
M
N
F
O
O
T
I
N
G
TO
P
O
F
P
I
E
R
E
L
E
V
.
SE
E
F
D
N
.
P
L
A
N
TI
L
E
F
L
O
O
R
W
H
E
R
E
O
C
C
U
R
S
P
E
R
P
L
A
N
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
@
C
O
N
C
.
F
.
F
.
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
@
T
I
L
E
F
.
F
.
1'
-
5
1
/
2
"
F
A
C
E
O
F
P
I
E
R
EN
C
A
S
E
C
O
L
U
M
N
B
A
S
E
IN
C
O
N
C
R
E
T
E
P
R
I
O
R
T
O
SL
A
B
P
L
A
C
E
M
E
N
T
CA
R
T
B
U
M
P
E
R
-
S
E
E
TY
P
I
C
A
L
D
E
T
A
I
L
SI
D
E
W
A
L
K
S
L
A
B
(S
E
E
S
L
A
B
P
L
A
N
)
SE
E
T
Y
P
I
C
A
L
E
X
T
E
R
I
O
R
CO
L
U
M
N
S
E
C
T
I
O
N
(
C
M
U
)
F
O
R
IN
F
O
R
M
A
T
I
O
N
N
O
T
N
O
T
E
D
SE
E
P
L
U
M
B
I
N
G
D
W
G
S
F
O
R
DR
A
I
N
R
E
Q
T
S
A
S
O
C
C
U
R
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
@
C
O
N
C
.
F
.
F
.
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
@
T
I
L
E
F
.
F
.
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
9
G
A
.
H
O
R
I
Z
.
T
R
U
S
S
-
T
Y
P
E
WI
R
E
R
E
I
N
F
.
@
1
6
"
O
.
C
.
12
"
C
M
U
-
G
R
O
U
T
AL
L
C
O
R
E
S
S
O
L
I
D
1'-0"
4'
-
6
"
2" CLR.3" CLR.1'-0"
40
"
20
"
#6
@
8
"
O
.
C
.
SEE ARCH.DRAWINGS FORWALL FINISHES
SE
E
T
Y
P
I
C
A
L
C
F
S
FR
A
M
I
N
G
D
E
T
A
I
L
CO
N
C
.
F
L
O
O
R
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
TOP OF FOOTING ELEV.(SEE FDN. PLAN)
40
"
20
"
#6
@
8
"
O
.
C
.
TRUCK SLABPER PLANCONTRACTOR TOBACKFILL WALLS IN EQUALLIFTS; EA. SIDE OF WALL 3" FACE OF STUD 10 1/2" FACE OF FND. WALL
7
-
#
5
C
O
N
T
.
#6
@
1
6
"
O
.
C
.
#6 BAR AT 8" O.C.EA. FACE SLAB-ON-GRADEELEV. (0'-0")9 GA. HORIZ. TRUSS-TYPEWIRE REINF. @ 16" O.C.12" CMU - GROUTALL CORES SOLID1'-0"5'-6"2" CLR.3" CLR.1'-4"40"20"#6 @ 8" O.C.SEE ARCH.DRAWINGS FORWALL FINISHES SEE TYPICAL CFSFRAMING DETAILCONC. FLOORRIGID INSULATION PERARCH. DRAWINGSTOP OF FOOTING ELEV.(SEE FDN. PLAN)40"20"#6 @ 8" O.C.TRUCK SLABPER PLANCONTRACTOR TOBACKFILL WALLS IN EQUALLIFTS; EA. SIDE OF WALL 3" FACE OF STUD 10 1/2" FACE OF FND. WALL8 - #5 CONT.#6 @ 16" O.C.#6 BAR AT 8" O.C.EA. FACE 9 GA. HORIZ. TRUSS-TYPEWIRE REINF. @ 16" O.C.12" CMU - GROUTALL CORES SOLID RIGID INSULATION PERARCH. DRAWINGS8 - #5 CONT.#6 @ 16" O.C.10 1/2"40"20"40"20"5'-6"SEE FDN.PLAN 2" CLR.1'-4"TOP OF FTG. ELEV.#6 @ 8" O.C.#6 @ 8" O.C.NOTCH FOOTING ONLY AS REQUIREDTO CLEAR CATCH BASIN STRUCTURE 2'-0"2"TRUCK SLABPER PLANCATCH BASIN (SEESITE DRAWINGS)42"32"SLAB-ON-GRADEELEV. (0'-0")2'-0"BUILDING WALL BEYONDGALV. C8x11.5 x 10'-0" LONG(CENTERED ON DOOR) WITH3/4" DIA. x 4" LONG STUDSSTAGGERED AT 12" O.CSEE ARCH. DRAWINGSFOR DOCK LEVELER,BUMPER & DOCK SEAL(NOT SHOWN)#5 @ 12" O.C.#6 BAR AT 8" O.C. EA.FACE
8"
9"
24
"
20
"
4"
1"
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
6"
20
"
SE
E
T
Y
P
I
C
A
L
E
X
T
E
R
I
O
R
W
A
L
L
SE
C
T
I
O
N
F
O
R
I
N
F
O
R
M
A
T
I
O
N
NO
T
N
O
T
E
D
BU
I
L
D
I
N
G
W
A
L
L
B
E
Y
O
N
D
2
-
#
4
C
O
N
T
.
BO
N
D
B
R
E
A
K
E
R
1/
4
"
D
I
A
M
O
N
D
D
O
W
E
L
IN
R
E
C
E
I
V
E
R
P
O
C
K
E
T
@
M
I
D
-
D
E
P
T
H
O
F
S
L
A
B
;
MI
N
O
F
3
E
Q
.
S
P
A
C
E
D
#4
B
A
R
S
@
1
6
"
O
.
C
.
#4
B
A
R
S
@
1
6
"
O
.
C
.
CO
N
C
.
S
I
D
E
W
A
L
K
PE
R
P
L
A
N
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
-
0
"
-
2
5
/
8
"
)
FI
N
I
S
H
F
L
O
O
R
,
S
E
E
A
R
C
H
.
Fo
u
n
d
a
t
i
o
n
De
t
a
i
l
s
S-
3
0
3
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S301-S304.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Ty
p
i
c
a
l
E
x
t
e
r
i
o
r
W
a
l
l
S
e
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A2
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B1
Ty
p
i
c
a
l
E
x
t
e
r
i
o
r
C
o
l
u
m
n
S
e
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B2
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1SectionSCALE: 3/4" = 1'-0"D2SectionSCALE: 3/4" = 1'-0"
A3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
D1SectionSCALE: 3/4" = 1'-0"
B3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
4'-0" MINIMUM 2'-0"8" CONC. TRENCHFOOTING3" CLR.ELEV. (0'-0")9"GROUT BRICKCAVITY SOLID1/4" EXPANSION JOINTMATERIAL WITH SEALANT SEE ARCH. DRAWINGS FORWALL CONSTRUCTIONABOVE GRADECART BUMPER - SEETYPICAL DETAILSIDEWALK SLAB(SEE SLAB PLAN)#4 @ 24" O.C. - FULLHEIGHT OF WALL2 - #5 TOP & BOTTOM 2'-0" DIA.PLAN VIEWSECTION VIEW 5'-6" MIN.4'-0"(8) #6 W/#3 TIES@12" BY G.C.CONC. BASE (3000PSI) BY G.C.FINISH GRADE ANCHOR BOLTSPER POLE MFR.5/8" CHAMFER (8) #6 W/#3 TIES@12" BY G.C.2 3/4" OR ASREQ'D BYPOLE MFR.NON-SHRINKGROUT BETWEENBASE & STANDARDANCHOR BOLTCOVER
1'
-
0
"
3'
-
0
"
2" CLR.3" CLR.
1'-0"
40
"
14
"
#5
@
1
6
"
O
.
C
.
TO
P
O
F
FO
O
T
I
N
G
E
L
E
V
.
(S
E
E
F
D
N
.
P
L
A
N
)
5
-
#
5
C
O
N
T
.
#5
@
1
6
"
O
.
C
.
EL
E
V
.
(
0
'
-
0
"
)
SE
E
T
Y
P
I
C
A
L
D
O
C
K
RE
T
A
I
N
I
N
G
W
A
L
L
S
E
C
T
I
O
N
FO
R
I
N
F
O
R
M
A
T
I
O
N
N
O
T
NO
T
E
D
24
"
24
"
24
"
24
"
SE
E
A
R
C
H
.
D
W
G
S
.
1'-0"
2'-
0
"
11
"
1"
NO
S
I
N
G
6"
SLAB
TO
P
O
F
F
T
G
.
E
L
E
V
.
SE
E
F
D
N
.
P
L
A
N
6"
3" CLR.
8"
5"
S
L
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
1'
-
2
"
8"
24
"
2
-
#
5
,
C
O
N
T
.
#5
@
1
6
"
O
.
C
.
TR
U
C
K
S
L
A
B
-
S
E
E
PL
A
N
F
O
R
D
E
T
A
I
L
S
#4
@
1
2
"
O
.
C
.
#4
@
1
2
"
O
.
C
.
E
A
C
H
W
A
Y
#4
N
O
S
I
N
G
B
A
R
,
T
Y
P
.
6x
6
-
W
2
.
1
x
W
2
.
1
W
.
W
.
F
.
#4
@
1
2
"
O
.
C
.
#4
B
A
R
S
@
1
6
"
O
.
C
.
EA
C
H
F
A
C
E
BU
I
L
D
I
N
G
W
A
L
L
B
E
Y
O
N
D
BO
N
D
B
R
E
A
K
E
R
,
E
A
C
H
F
A
C
E
1/
4
"
D
I
A
M
O
N
D
D
O
W
E
L
;
M
I
N
O
F
3
E
Q
.
S
P
A
C
E
D
,
E
A
C
H
F
A
C
E
DI
A
M
O
N
D
D
O
W
E
L
R
E
C
E
I
V
E
R
P
O
C
K
E
T
@
M
I
D
-
D
E
P
T
H
O
F
S
L
A
B
,
E
A
C
H
F
A
C
E
2
-
#
4
C
O
N
T
.
SE
E
S
E
C
T
I
O
N
D
1
a
/
S
3
0
3
F
O
R
CO
N
T
I
N
U
A
T
I
O
N
O
F
S
E
C
T
I
O
N
30
"
8"
#5 @ 1
6
"
O
.
C
.
ELEV. (0'-0")8" CMU
-
G
R
O
U
T
A
L
L
CORES
S
O
L
I
D
TRUCK SLAB - SEEPLAN FOR DETAILS 24"
24
"
1 1/2"
6"
SEE ARCH. DRAWINGSFOR ALL GUARDRAILINFORMATIONTOOLED EDGE1 - #5 CONT.3/4" x 3/4"CHAMFER 6x6 - W2
.
0
x
W
2
.
0
W
.
W
.
F
.
#5 @ 16
"
O
.
C
.
1"
x
1
"
C
H
A
M
F
E
R
FI
N
I
S
H
E
D
G
R
A
D
E
-
S
E
E
SI
T
E
D
R
A
W
I
N
G
S
SE
E
S
E
C
T
I
O
N
C1
/
S
3
0
4
F
O
R
CO
N
T
I
N
U
A
T
I
O
N
OF
S
E
C
T
I
O
N
BA
C
K
F
I
L
L
TO
P
O
F
F
T
G
.
E
L
E
V
.
SE
E
F
D
N
.
P
L
A
N
1'-0"2'-0"3" CLR.
2
-
#
5
,
C
O
N
T
.
1'
-
0
"
3'
-
6
"
2" CLR.3" CLR.
1'-0"
40
"
14
"
#5
@
1
6
"
O
.
C
.
TO
P
O
F
FO
O
T
I
N
G
E
L
E
V
.
(S
E
E
F
D
N
.
P
L
A
N
)
5
-
#
5
C
O
N
T
.
#5
@
1
6
"
O
.
C
.
EL
E
V
.
(
0
'
-
0
"
)
SE
E
T
Y
P
I
C
A
L
D
O
C
K
RE
T
A
I
N
I
N
G
W
A
L
L
S
E
C
T
I
O
N
FO
R
I
N
F
O
R
M
A
T
I
O
N
N
O
T
NO
T
E
D
1'-0"
4'
-
0
"
2" CLR.3" CLR.1'-4"
40
"
14
"
#5
@
1
6
"
O
.
C
.
TOP OF FOOTING ELEV.(SEE FDN. PLAN)
5
-
#
5
C
O
N
T
.
#5
@
1
6
"
O
.
C
.
ELEV. (0'-0")
SE
E
P
L
U
M
B
I
N
G
A
N
D
/
O
R
S
I
T
E
DR
A
W
I
N
G
S
F
O
R
P
E
R
I
M
E
T
E
R
D
R
A
I
N
GE
O
T
E
X
T
I
L
E
F
A
B
R
I
C
B
T
W
N
.
SU
B
G
R
A
D
E
&
G
R
A
V
E
L
1'
-
0
"
FI
N
I
S
H
E
D
G
R
A
D
E
P
E
R
SI
T
E
D
R
A
W
I
N
G
S
SE
E
A
R
C
H
.
D
R
A
W
I
N
G
S
FO
R
A
L
L
G
U
A
R
D
R
A
I
L
IN
F
O
R
M
A
T
I
O
N
8"
C
M
U
W
/
#
6
A
T
1
6
"
O.
C
.
-
G
R
O
U
T
A
L
L
CO
R
E
S
S
O
L
I
D
TRUCK SLAB - SEEPLAN FOR DETAILSCONTRACTOR TOBACKFILL WALLS IN EQUALLIFTS; EA. SIDE OF WALL
Fo
u
n
d
a
t
i
o
n
De
t
a
i
l
s
S-
3
0
4
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S301-S304.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
D2Light Pole BaseSCALE: 3/4" = 1'-0"D1Cart Wall SectionSCALE: 3/4" = 1'-0"
A1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1Typical Dock Re
t
a
i
n
i
n
g
W
a
l
l
S
e
c
t
i
o
n
SCALE: 3/4" = 1'-0"
B2
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C2SectionSCALE: 3/4" = 1'-0"
WH
E
N
A
C
O
N
C
E
N
T
R
A
T
E
D
L
O
A
D
E
Q
U
A
L
T
O
2
0
0
L
B
S
.
O
R
G
R
E
A
T
E
R
OC
C
U
R
S
4
"
O
R
M
O
R
E
F
R
O
M
A
P
A
N
E
L
P
O
I
N
T
,
A
F
I
E
L
D
-
W
E
L
D
E
D
S
T
R
U
T
CO
M
P
O
S
E
D
O
F
2
-
L
2
x
2
x
3
/
1
6
S
H
A
L
L
B
E
A
D
D
E
D
F
R
O
M
T
H
E
P
O
I
N
T
O
F
LO
A
D
A
P
P
L
I
C
A
T
I
O
N
T
O
T
H
E
N
E
A
R
E
S
T
P
A
N
E
L
P
O
I
N
T
O
N
T
H
E
O
P
P
O
S
I
T
E
CH
O
R
D
.
CA
S
E
A
LOAD*
CA
S
E
B
LOAD*
4"
O
R
M
O
R
E
4"
O
R
M
O
R
E
ST
R
U
T
PA
N
E
L
P
O
I
N
T
ST
R
U
T
PA
N
E
L
P
O
I
N
T
1.
ST
R
U
C
T
U
R
A
L
P
L
A
N
S
D
O
N
O
T
S
H
O
W
T
H
E
F
U
L
L
E
X
T
E
N
T
O
F
A
L
L
R
O
O
F
O
P
E
N
I
N
G
S
(N
U
M
B
E
R
,
S
I
Z
E
S
&
L
O
C
A
T
I
O
N
S
)
.
S
E
E
A
R
C
H
.
D
W
G
S
.
A
N
D
/
O
R
M
E
C
H
.
D
W
G
S
.
F
O
R
EX
A
C
T
S
I
Z
E
A
N
D
L
O
C
A
T
I
O
N
O
F
A
L
L
R
O
O
F
O
P
E
N
I
N
G
S
.
T
H
I
S
D
E
T
A
I
L
A
P
P
L
I
E
S
T
O
AL
L
R
O
O
F
O
P
E
N
I
N
G
S
G
R
E
A
T
E
R
T
H
A
N
1
0
"
x
1
0
"
.
2.
PR
O
V
I
D
E
1
4
G
A
.
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
S
U
M
P
P
A
N
S
W
H
E
R
E
R
E
Q
U
I
R
E
D
@
R
O
O
F
DR
A
I
N
S
(
S
E
E
A
R
C
H
.
D
W
G
S
.
F
O
R
R
O
O
F
D
R
A
I
N
D
E
T
A
I
L
S
&
L
O
C
A
T
I
O
N
S
)
.
3.
WH
E
R
E
O
P
E
N
I
N
G
S
A
R
E
1
0
"
x
1
0
"
O
R
L
E
S
S
,
P
R
O
V
I
D
E
A
2
4
"
x
2
4
"
x
1
6
G
A
.
P
L
A
T
E
,
TA
C
K
W
E
L
D
E
D
T
O
T
O
P
O
F
D
E
C
K
,
C
E
N
T
E
R
E
D
O
N
O
P
E
N
I
N
G
.
R
O
O
F
O
P
E
N
I
N
G
L3x3x5/16
L3
x
3
x
5
/
1
6
L3
x
3
x
5
/
1
6
L3x3x5/16
SEE ARCH. OR MECH.
DRAWINGS FOR SIZE
SE
E
A
R
C
H
.
O
R
M
E
C
H
DR
A
W
I
N
G
S
F
O
R
S
I
Z
E
TY
P
RO
O
F
B
E
A
M
OR
J
O
I
S
T
L4
x
4
x
5
/
1
6
x
6
"
LO
N
G
E
N
D
C
L
I
P
#1
0
T
E
K
S
C
R
E
W
S
@
A
L
L
SI
D
E
L
A
P
S
@
M
I
D
S
P
A
N
BE
T
W
E
E
N
S
U
P
P
O
R
T
S
TY
P
I
C
A
L
W
E
L
D
P
A
T
T
E
R
N
(5
/
8
"
D
I
A
.
P
U
D
D
L
E
W
E
L
D
S
)
36
/
5
-
4
P
A
T
T
E
R
N
WE
L
D
O
R
S
C
R
E
W
D
E
C
K
E
D
G
E
S
(
P
A
R
A
L
L
E
L
T
O
FL
U
T
E
S
)
A
T
1
2
"
O
.
C
.
A
L
O
N
G
S
T
E
E
L
S
U
P
P
O
R
T
S
.
36
"
S
H
E
E
T
W
I
D
T
H
(T
Y
P
I
C
A
L
)
6"
6"
6"
6"
6"
6"
6"
2
1
/
2
"
T
Y
P
.
TY
P
I
C
A
L
F
A
S
T
E
N
E
R
P
A
T
T
E
R
N
HI
L
T
I
X
-
E
N
P
-
1
9
L
1
5
36
/
5
-
5
P
A
T
T
E
R
N
AL
T
E
R
N
A
T
E
NO
T
E
:
#1
0
T
E
K
S
C
R
E
W
S
@
A
L
L
SI
D
E
L
A
P
S
@
M
I
D
S
P
A
N
BE
T
W
E
E
N
S
U
P
P
O
R
T
S
WI
D
E
R
I
B
D
E
C
K
COLUMN SCHEDULECOLUMNMARKTOP OF STEEL DATUMELEVATION (+13-1 1/2")LOW POINTFINISHED FLOOR:ELEVATION (XXX.XX')DATUM ELEV. (0'-0")BASE PLATESIZE & TYPE14" x 14" x 3/4" (TYPE A)HSS8x8x5/16PIPE 8" STD14" x 14" x 1" (TYPE A)HSS6x6x1/4HSS5x5x1/2HSS6x6x5/16PIPE 8" STDHSS8x6x5/8HSS8x6x5/8
HSS6x6x5/8
HSS6x6x5/16HSS6x6x5/16HSS6x6x5/1614" x 14" x 3/4" (TYPE A)14" x 14" x 3/4" (TYPE A)12" x 12" x 3/4" (TYPE A)17" x 12" x 3/4" (SEE A2/S402)14" x 14" x 3/4" (TYPE A)14" x 14" x 3/4" (TYPE A)14" x 14" x 1" (TYPE A)19" x 12" x 3/4" (SEE A2/S402)17" x 12" x 3/4" (SEE A2/S402)11"
HSS6x6x5/8
HSS6x6x5/8
17" x 12" x 3/4" (SEE A2/S402)
HSS6x6x5/8HSS6x6x5/8
9"
17" x 12" x 3/4" (SEE A2/S402)19" x 12" x 3/4" (SEE A2/S402)17" x 12" x 3/4" (SEE A2/S402)12" x 12" x 3/4" (TYPE A)
12" x 12" x 3/4" (TYPE A)
12" x 12" x 3/4" (TYPE A)
17" x 12" x 3/4" (SEE A2/S402)
12" x 12" x 3/4" (TYPE A)
12" x 12" x 3/4" (TYPE A)
11" x 11" x 3/4" (TYPE A)
12" x 12" x 3/4" (TYPE A)
HSS6x6x1/4HSS8x8x5/16HSS8x8x5/16HSS8x8x5/16HSS8x8x5/16HSS5x5x1/211" x 11" x 3/4" (TYPE A)HSS5x5x1/211"PIPE 6" STD11" x 11" x 3/4" (TYPE A)12" x 12" x 3/4" (TYPE A)12" x 12" x 3/4" (TYPE A)12" x 12" x 3/4" (TYPE A)1.52.43.2
HSS6x6x5/8
HSS6x6x5/8
HSS6x6x5/8
HSS6x6x5/8
HSS5x5x1/2
1.141.
1
1.
3
1.
7
2.
1
2.
6
3
3.
5
4
5
C
D
4 B.9B.541.111.41.82.32.83.44 AA.1A.41B3214
11" x 11" x 3/4" (TYPE A)
1'-11"9"9"12" x 12" x 3/4" (TYPE A)HSS6x6x5/16 4HSS5x5x1/211" x 11" x 3/4" (TYPE A)51"TOP OF CONC.PIER OR FTG.SEE PLAN ORDETAILS FOR ELEV.SEE COLUMN SCHEDULE FORBOT. OF BASE PLATE ELEV.FIN. FLR. ELEV.ELEV. (0'-0")10" EMBED. TYP.112"112"EQ.EQ.LNOTES:1.COLUMN SIZE & SHAPE PER SCHEDULE2.BASE PLATES ARE LABELED ON SCHEDULE AS L x W x T3.ANCHOR ROD EMBEDMENT IS FROM TOP OF CONC.TO TOP OF EMBEDDED WASHER AS SHOWN 112"112"EQ.EQ.WType A 1/4 HEAVY HEX NUT & WASHER(TACK WELD NUT)(4) 3/4" DIA. ANCHOR RODS(MAX. HOLE DIA. = 1")3/4" NON-SHRINKGROUT BED 1/4" LEVELING PLATE SEE COLUMN SCHEDULEFOR SIZE OF COLUMN &BASE PLATE
24
'
-
8
"
19
'
-
6
1
/
2
"
19'-6 1/2"24'-8"
1'
-
6
"
CA
N
T
I
L
E
V
E
R
1'-6"
CANTILEVER
TO
P
O
F
S
T
E
E
L
E
L
E
V
A
T
I
O
N
S
N
O
T
E
D
(
+
X
'
-
X
"
)
A
R
E
R
E
F
E
R
E
N
C
E
D
FR
O
M
F
I
N
I
S
H
E
D
F
L
O
O
R
D
A
T
U
M
E
L
E
V
A
T
I
O
N
.
S
E
E
G
S
N
.
1"
1"
HS
S
6
x
6
x
1
/
4
(
+
7
'
-
4
"
)
C2
S4
0
5
A1
S4
0
3
A1
S4
0
5
A1
S4
0
6
C1
S4
0
3
C3
S4
0
6
C1
0
x
1
5
.
3
(
+
1
1
'
-
0
"
)
HSS6x6x1/4 (+3'-5 1/4")
C10x15.3 (+11'-0")
HS
S
1
6
x
8
x
1
/
4
(
+
1
1
'
-
6
"
)
HSS16x8x1/4 (+11'-6")HSS16x8x1/4 (+11'-6")
HS
S
1
0
x
8
x
5
/
1
6
(+
1
1
'
-
0
"
)
C1
0
x
1
5
.
3
x
1
'
-
2
"
LO
N
G
O
U
T
R
I
G
G
E
R
SH
O
P
-
W
E
L
D
E
D
T
O
FA
C
E
O
F
H
S
S
1
0
x
8
C1
0
x
1
5
.
3
x
1
'
-
2
"
LO
N
G
O
U
T
R
I
G
G
E
R
SH
O
P
-
W
E
L
D
E
D
T
O
FA
C
E
O
F
H
S
S
1
0
x
8
HS
S
1
0
x
8
x
5
/
1
6
(+
1
1
'
-
0
"
)
D2
S4
0
4
A1
S4
0
4
HS
S
1
6
x
8
x
1
/
4
(
+
1
1
'
-
6
"
)
C1
0
x
1
5
.
3
(
+
1
1
'
-
0
"
)
C10x15.3 (+11'-0")
1"
HSS6x6x3/16 (+3'-5 1/4")
HS
S
1
0
x
6
x
5
/
1
6
(+
1
1
'
-
0
"
)
HS
S
1
0
x
8
x
5
/
1
6
(+
1
1
'
-
0
"
)
HS
S
1
0
x
8
x
5
/
1
6
(+
1
1
'
-
0
"
)
8'
-
6
1
/
2
"
8'-6 1/2"
12"
MAX.
Bot. Track @ Steel
De
f
l
e
c
t
i
o
n
T
r
a
c
k
Std. Top TrackBo
t
.
T
r
a
c
k
@
J
o
i
s
t
B
e
a
r
i
n
g
Bot. Track @ Foundation 2"
NO
T
E
S
:
1.
TY
P
I
C
A
L
S
T
U
D
F
R
A
M
I
N
G
S
H
A
L
L
B
E
6
0
0
S
1
6
2
-
4
3
ST
U
D
S
@
1
6
"
O
.
C
.
,
U
.
N
.
O
.
2.
ST
U
D
B
R
I
D
G
I
N
G
R
E
Q
U
I
R
E
D
@
4
'
-
0
"
O
.
C
.
I
N
ST
U
D
W
A
L
L
S
,
E
X
C
E
P
T
W
H
E
R
E
E
A
C
H
S
T
U
D
FL
A
N
G
E
I
S
C
O
N
T
I
N
U
O
U
S
L
Y
F
A
S
T
E
N
E
D
T
O
ST
R
U
C
T
U
R
A
L
S
H
E
A
T
H
I
N
G
O
R
G
Y
P
S
U
M
B
O
A
R
D
3.
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
S
E
C
T
I
O
N
S
M
A
Y
B
E
DI
F
F
E
R
E
N
T
T
H
A
N
S
H
O
W
N
600T125-43, CONT.W/ HILTI X-UUNIVERSALKNURLED-SHANKP.A.F. @ 24" O.C.STRUCTURALSTEEL FRAMING#10 SCREWS@ EACH SIDESTUD BR
I
D
G
I
N
G
600S162-43 STUD
S
@ 16" O.C. TYP.STUD FRAMING
60
0
T
2
0
0
-
4
3
,
C
O
N
T
.
(A
L
L
O
W
F
O
R
3
/
4
"
D
E
F
L
.
)
(2
)
H
I
L
T
I
X
-
U
UN
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
'
s
@
2
4
"
O
.
C
.
60
0
T
1
2
5
-
4
3
,
C
O
N
T
.
B
E
T
W
E
E
N
JO
I
S
T
S
E
A
T
S
W
I
T
H
(
2
)
H
I
L
T
I
X
-
U
UN
I
V
E
R
S
A
L
K
N
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
@
1
6
"
O
.
C
.
600S162-43STUDS @ 16" O.C.TYP. STUD FRAMING#10 SCREWS@ EACH SIDE 600T125-43, CONT.WITH HILTI X-UUNIVERSALKNURLED-SHANKP.A.F. @ 24" O.C.
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
HILTI X-U UNIVERSALKNURLED-SHANK P.A.F
.
'
s
@
2
4
"
O.C. MAX. (EMBEDME
N
T
=
1
1
/
4
"
)
600T125-43, CONT.#10 SCREWS@ EACH SIDECONC. ORCMU FDN.WALL
1
1
/
2
"
1
1
/
2
"
HI
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P
.
A
.
F
.
@
1
6
"
O.
C
.
-
S
T
A
G
G
E
R
E
D
A
S
S
H
O
W
N
WO
O
D
B
L
O
C
K
I
N
G
PE
R
A
R
C
H
I
T
E
C
T
U
R
A
L
DR
A
W
I
N
G
S
HS
S
M
E
M
B
E
R
P
E
R
ST
R
U
C
T
U
R
A
L
P
L
A
N
SE
E
A
R
C
H
D
W
G
S
F
O
R
US
E
O
F
T
H
I
S
D
E
T
I
A
L
HI
L
T
I
X
-
U
P
.
A
.
F
.
@
EA
C
H
S
T
U
D
60
0
S
1
6
2
-
4
3
60
0
T
1
2
5
-
4
3
@
E
A
C
H
E
N
D
@
G
i
r
t
GI
R
T
P
E
R
P
L
A
N
1'
-
8
"
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
1
A3
Re
i
n
f
o
r
c
e
m
e
n
t
D
e
t
a
i
l
Ty
p
i
c
a
l
J
o
i
s
t
NO
S
C
A
L
E
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Ca
n
o
p
y
F
r
a
m
i
n
g
P
l
a
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
D1Typical Column Base DetailNO SCALE
A2
Ty
p
.
D
e
t
a
i
l
A
t
R
o
o
f
O
p
e
n
i
n
g
s
NO
S
C
A
L
E
B3
F
a
s
t
e
n
i
n
g
S
y
s
t
e
m
Ty
p
i
c
a
l
R
o
o
f
D
e
c
k
NO
S
C
A
L
E
PL
A
N
N
O
R
T
H
C1Typical CFS Fram
i
n
g
D
e
t
a
i
l
SCALE: 3/4" = 1'-0"
C2
At
t
a
c
h
m
e
n
t
D
e
t
a
i
l
Ty
p
i
c
a
l
W
o
o
d
B
l
o
c
k
i
n
g
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B1
Pa
r
a
p
e
t
D
e
t
i
a
l
Ty
p
i
c
a
l
T
o
p
o
f
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
TY
P
.
B
O
T
H
S
I
D
E
S
OF
H
S
S
B
R
A
C
E
FI
N
.
F
L
O
O
R
EL
E
V
.
(
0
'
-
0
"
)
10"
T.
O
.
C
O
N
C
P
I
E
R
1
1
/
2
"
5"
1
1
/
2
"
1 1/2"10 1/2"
1 1/2"4 1/2"4 1/2"1 1/2"
8"
10"
EMBEDMENT
10"
FI
N
.
F
L
O
O
R
EL
E
V
.
(
0
'
-
0
"
)
T.
O
.
C
O
N
C
P
I
E
R
10 1/2"
1 1/2
"
1 1/2
"
1/
4
TY
P
.
1/
4
10"
1/
4
4
5/
1
6
1/
4
4
TY
P
.
B
O
T
H
S
I
D
E
S
OF
H
S
S
B
R
A
C
E
5/
1
6
TY
P
.
T.
O
.
S
.
E
L
E
V
.
SE
E
F
R
A
M
I
N
G
P
L
A
N
1/
4
3/
1
6
1/
4
3
S
I
D
E
O
F
S
E
A
T
BE
A
M
P
E
R
PL
A
N
ME
M
B
E
R
S
F
R
A
M
I
N
G
I
N
T
O
FA
C
E
O
F
C
O
L
U
M
N
N
O
T
SH
O
W
N
F
O
R
C
L
A
R
I
T
Y
(
T
Y
P
.
)
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
L3
x
3
x
1
/
4
x
5
"
L
O
N
G
S
E
A
T
@
C
O
L
U
M
N
C
/
1
.
1
O
N
L
Y
3/
8
"
S
H
E
A
R
T
A
B
OU
T
L
I
N
E
O
F
C
O
N
C
.
P
I
E
R
B
E
L
O
W
BA
S
E
P
L
A
T
E
,
S
E
E
S
C
H
E
D
U
L
E
(6
)
-
3
/
4
"
D
I
A
.
A
N
C
H
O
R
R
O
D
S
w
/
HE
A
V
Y
H
E
X
N
U
T
&
W
A
S
H
E
R
@
EM
B
E
D
D
E
D
E
N
D
(
T
A
C
K
W
E
L
D
N
U
T
)
(2
)
-
7
/
8
"
D
I
A
.
A
3
2
5
-
X
B
O
L
T
S
IN
S
T
A
N
D
A
R
D
H
O
L
E
S
1/
2
"
x
9
"
x
7
1
/
2
"
P
L
A
T
E
(S
L
O
T
H
S
S
T
O
F
I
T
)
HS
S
8
x
6
x
3
/
8
B
R
A
C
E
3
/
8
"
S
H
E
A
R
T
A
B
(2
)
-
7
/
8
"
D
I
A
.
A
3
2
5
-
X
B
O
L
T
S
IN
S
T
A
N
D
A
R
D
H
O
L
E
S
1/
2
"
x
9
"
x
7
1
/
2
"
P
L
A
T
E
(S
L
O
T
H
S
S
T
O
F
I
T
)
3/
8
"
x
3
1
/
2
"
x
8
1
/
2
"
S
H
E
A
R
T
A
B
,
WI
T
H
(
3
)
-
3
/
4
"
D
I
A
.
A
3
2
5
-
N
B
O
L
T
S
SE
E
T
Y
P
I
C
A
L
C
O
L
U
M
N
B
A
S
E
D
E
T
A
I
L
FO
R
B
A
L
A
N
C
E
O
F
I
N
F
O
R
M
A
T
I
O
N
OU
T
L
I
N
E
O
F
C
O
N
C
.
PI
E
R
B
E
L
O
W
1 1/2
"
1 1/2
"
1/
2
"
G
U
S
S
E
T
P
L
A
T
E
1/
2
"
G
U
S
S
E
T
P
L
A
T
E
8"
ROOF JOIST, SEEPLAN FOR SIZEWF BEAM - SEEPLAN FOR SIZEHSS COLUMN - SEESCHEDULE FOR SIZE 38" SHEAR TAB W/ (4)34$%2/768" x 6" x 34"STABLIZER PLATE8" x 6" x 34" STABLIZER PLATEHSS COLUMN - SEESCHEDULE FOR SIZE DO NOT WELD JOIST GIRDER BOLTED ROOF JOISTADJACENT TO COLUMNCENTERLINE AND AT ALLJOISTS THAT SPAN 40 FEET ORGREATER (SEE PLAN FOR SIZE)1412" x 1412" x 1" CAP PLATE WITH 4 - 34" DIA. A325 BOLTSPIPE COLUMN - SEESCHEDULE FOR SIZE GUY CABLE HOLE DO NOT WELD JOIST GIRDER14"6"3"9"3"6"534"534"112"112"BOLTED ROOF JOIST @COLUMN CENTERLINE ANDAT ALL JOIST THAT SPAN 40FEET OR GREATER (SEE PLANFOR SIZE)6"x6"x38" STABLIZERPLATE WITH GUY CABLEHOLE (DO NOT WELDTO JOIST)WT7x34x1'-0" W/ 7x12x34"SETTING PL W/ (2) 34A325 BOLTS 3/16TYP.1/4 T.O.S. ELEV. SEE PLAN FOR (2) - 3/4" DIA.A325-N BOLTS 1/4" CAP PLATEHSS GIRT PER PLAN1/4" END PLATEHSS COLUMN PERCOLUMN SCHEDULE 3/8" x 3 1/2" x (GIRT HORIZ. DIM. - 1/2")HORIZONTAL CONNECTION PLATES
2"
4"
6"
ST
I
F
F
E
N
E
R
1"
TY
P
I
C
A
L
@
ST
I
F
F
E
N
E
R
S
TY
P
.
@
T
O
P
&
B
O
T
T
O
M
ED
G
E
S
O
F
E
N
D
P
L
A
T
E
TY
P
I
C
A
L
@
BO
T
H
S
I
D
E
S
O
F
HS
S
C
O
L
.
5/
1
6
6
5/
1
6
5/
1
6
5/
1
6
OU
T
R
I
G
G
E
R
SI
Z
E
EN
D
P
L
A
T
E
DI
M
E
N
S
I
O
N
S
ST
I
F
F
E
N
E
R
DI
M
E
N
S
I
O
N
S
1
1
/
2
"
x
6
3
/
4
"
x
2
'
-
0
"
1"
x
6
"
x
1
'
-
0
1
/
2
"
HS
S
1
0
x
6
x
1
/
2
1
1
/
2
"
x
6
3
/
4
"
x
1
'
-
9
"
7/
8
"
x
6
"
x
9
1
/
2
"
1
5
/
8
"
x
6
3
/
4
"
x
1
'
-
7
"
5/
8
"
x
6
"
x
7
1
/
2
"
1
5
/
8
"
x
6
3
/
4
"
x
1
'
-
7
"
1/
2
"
x
6
"
x
7
1
/
2
"
HS
S
1
0
x
6
x
5
/
8
HS
S
1
0
x
6
x
3
/
8
HS
S
1
0
x
6
x
5
/
1
6
HS
S
1
0
x
6
O
U
T
R
I
G
G
E
R
SE
E
T
A
B
L
E
F
O
R
EN
D
P
L
A
T
E
S
I
Z
E
SE
E
T
A
B
L
E
F
O
R
P
L
A
T
E
S
I
Z
E
(2
P
E
R
C
O
N
N
E
C
T
I
O
N
)
ER
E
C
T
I
O
N
B
O
L
T
S
AS
R
E
Q
U
I
R
E
D
HS
S
1
0
x
6
OU
T
R
I
G
G
E
R
2"
4"
6"
ST
I
F
F
E
N
E
R
1"
5/
1
6
6
5/
1
6
5/
1
6
TY
P
I
C
A
L
@
ST
I
F
F
E
N
E
R
S
TY
P
.
@
T
O
P
&
B
O
T
T
O
M
ED
G
E
S
O
F
E
N
D
P
L
A
T
E
TY
P
I
C
A
L
@
B
O
T
H
SID
E
S
O
F
H
S
S
C
O
L
.
5/
1
6
5/
1
6
OU
T
R
I
G
G
E
R
SI
Z
E
EN
D
P
L
A
T
E
DI
M
E
N
S
I
O
N
S
ST
I
F
F
E
N
E
R
DI
M
E
N
S
I
O
N
S
1
3
/
8
"
x
1
0
"
x
1
'
-
9
"
1
1
/
8
"
x
6
"
x
9
1
/
2
"
HS
S
1
0
x
8
x
1
/
2
1
1
/
4
"
x
1
0
"
x
1
'
-
7
"
7/
8
"
x
6
"
x
7
1
/
2
"
1
1
/
4
"
x
1
0
"
x
1
'
-
6
"
3/
4
"
x
6
"
x
6
1
/
2
"
1
1
/
4
"
x
1
0
"
x
1
'
-
5
"
5/
8
"
x
6
"
x
5
1
/
2
"
HS
S
1
0
x
8
x
5
/
8
HS
S
1
0
x
8
x
3
/
8
HS
S
1
0
x
8
x
5
/
1
6
HS
S
1
0
x
8
O
U
T
R
I
G
G
E
R
SE
E
T
A
B
L
E
F
O
R
EN
D
P
L
A
T
E
S
I
Z
E
SE
E
T
A
B
L
E
F
O
R
P
L
A
T
E
S
I
Z
E
(3
P
E
R
C
O
N
N
E
C
T
I
O
N
)
ER
E
C
T
I
O
N
B
O
L
T
S
AS
R
E
Q
U
I
R
E
D
HS
S
1
0
x
8
O
U
T
R
I
G
G
E
R
1/4TYP
3/
1
6
TO
P
&
B
O
T
T
O
M
@
S
I
D
E
W
A
L
L
S
3/
1
6
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
3/
8
"
x
3
1
/
2
"
x
(
B
E
A
M
H
E
I
G
H
T
)
S
H
E
A
R
T
A
B
AN
D
C
O
N
N
E
C
T
I
O
N
P
L
A
T
E
S
3/
4
"
D
I
A
.
A
3
2
5
-
N
B
O
L
T
S
@
3"
O
.
C
.
,
F
U
L
L
D
E
P
T
H
3/
8
"
x
(
B
E
A
M
W
I
D
T
H
)
x
(B
E
A
M
H
E
I
G
H
T
+
1
/
2
"
)
EN
D
P
L
A
T
E
BE
A
M
P
E
R
P
L
A
N
1/4"
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
2
A2
Br
a
c
e
d
B
a
y
E
l
e
v
a
t
i
o
n
&
D
e
t
a
i
l
s
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
D1Typical Joist Girder-to-Column DetailSCALE: 3/4" = 1'-0"D2to-Column Detail Typical Beam-SCALE: 1-1/2" = 1'-0"D3HSS Girt Connection Detail TypicalSCALE: 1-1/2" = 1'-0"
A1
HS
S
1
0
x
6
C
a
n
o
p
y
O
u
t
r
i
g
g
e
r
Co
n
n
e
c
t
i
o
n
D
e
t
a
i
l
F
o
r
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
C1HS
S
H
e
a
d
e
r
C
o
n
n
e
c
t
i
o
n
D
e
t
a
i
l
Ty
p
i
c
a
l
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
B1
HS
S
1
0
x
8
C
a
n
o
p
y
O
u
t
r
i
g
g
e
r
Co
n
n
e
c
t
i
o
n
D
e
t
a
i
l
F
o
r
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
T.
O
.
S
.
E
L
E
V
.
(+
1
5
'
-
7
"
)
T.
O
.
S
E
L
E
V
.
(+
7
'
-
4
"
)
12"
MAX.
DI
E
T
R
I
C
H
5
1
/
2
"
"
E
X
T
E
N
D
E
D
FA
S
T
C
L
I
P
"
O
R
E
Q
U
I
V
A
L
E
N
T
@
E
A
C
H
S
T
U
D
.
F
A
S
T
E
N
T
O
AN
G
L
E
W
I
T
H
(
2
)
H
I
L
T
I
X
-
U
UN
I
V
E
R
S
A
L
P
.
A
.
F
.
'
S
2"
MAX.
3"
FA
C
E
O
F
A
N
G
L
E
T.
O
.
S
E
L
E
V
.
(+
1
1
'
-
0
"
)
8'
-
6
1
/
2
"
BE
A
M
P
E
R
P
L
A
N
L
3
x
3
x
1
/
4
CO
N
T
.
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
L
2
x
2
x
1
/
4
B
R
A
C
E
@
B
A
R
JO
I
S
T
L
O
C
A
T
I
O
N
S
CF
S
/
W
D
E
F
L
E
C
T
I
O
N
T
R
A
C
K
P
E
R
TY
P
I
C
A
L
C
F
S
F
R
A
M
I
N
G
D
E
T
A
I
L
BO
T
.
T
R
A
C
K
@
S
T
E
E
L
P
E
R
TY
P
I
C
A
L
C
F
S
F
R
A
M
I
N
G
D
E
T
A
I
L
HS
S
1
6
x
8
60
0
T
1
2
5
-
4
3
C
O
N
T
.
W
I
T
H
(
2
)
#1
0
S
C
R
E
W
T
H
R
O
U
G
H
PL
Y
W
O
O
D
A
N
D
I
N
T
O
E
A
C
H
CA
N
O
P
Y
J
O
I
S
T
@
2
4
"
O
.
C
.
16
G
A
G
E
C
L
I
P
A
N
G
L
E
W
I
T
H
(
4
)
#
1
0
SC
R
E
W
S
I
N
T
O
J
O
I
S
T
A
N
D
(
2
)
H
I
L
T
I
X-
U
U
N
I
V
E
R
S
A
L
P
A
F
'
S
I
N
T
O
S
T
E
E
L
(T
Y
P
.
@
E
A
C
H
E
N
D
O
F
J
O
I
S
T
)
10
0
0
S
1
6
2
-
5
4
(
5
0
K
S
I
)
JO
I
S
T
S
@
2
4
"
O
.
C
.
CH
A
N
N
E
L
PE
R
P
L
A
N
ST
O
R
E
F
R
O
N
T
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
HS
S
6
x
6
SE
E
T
Y
P
I
C
A
L
C
F
S
FR
A
M
I
N
G
D
E
T
A
I
L
L
5
x
3
x
1
/
4
(
L
L
V
)
C
O
N
T
.
W
/
HI
L
T
I
X-
U
U
N
I
V
E
R
S
A
L
K
N
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
'
s
@
E
A
C
H
S
T
U
D
RO
O
F
D
E
C
K
316
TY
P
.
@
EA
.
J
O
I
S
T
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
CO
N
T
.
C
6
x
8
.
2
OV
E
R
D
E
C
K
+
,
/
7
,
X-
E
D
N
I
A
T
E
A
.
C
L
I
P
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
(+
1
9
'
-
2
1
/
2
"
)
T.
O
.
K
I
C
K
E
R
E
L
E
V
.
ST
A
N
D
A
R
D
SJ
I
J
O
I
S
T
BR
I
D
G
I
N
G
T.O.S ELEV.(+11'-0")8'-6 1/2"
4
1
/
2
"
FA
C
E
O
F
A
N
G
L
E
10
"
T.O. JOIST ELEV.VARIES CHANNELPER PLAN1000S162-54 (50 KSI)JOISTS @ 24" O.C.600T125-43 CONT. WITH (2) #10SCREW THROUGH PLYWOOD ANDINTO EACH CANOPY JOIST @ 24" O.C.16 GAGE CLIP ANGLE WITH (4) #10SCREWS INTO JOIST AND (2) HILTIX-U UNIVERSAL PAF'S INTO STEEL(TYP. @ EACH END OF JOIST)
ST
O
R
E
F
R
O
N
T
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
HS
S
1
6
x
8
BO
T
.
T
R
A
C
K
@
S
T
E
E
L
PE
R
T
Y
P
I
C
A
L
C
F
S
FR
A
M
I
N
G
D
E
T
A
I
L
DIETRICH 5 1/2" "FASTCLIP" OREQUIVALENT @ EACH STUD.FASTEN TO ANGLE WITH (2)HILTI X-U UNIVERSAL P.A.F.'S 600S162-43 SCAB @16" O.C. WITH (4) #10SCREWS @ EACH END
L
5
x
5
x
5
/
1
6
CO
N
T
.
RO
O
F
D
E
C
K
PR
O
V
I
D
E
D
I
A
G
O
N
A
L
JO
I
S
T
B
R
I
D
G
I
N
G
@
L
A
S
T
JO
I
S
T
S
P
A
C
E
(
T
Y
P
.
)
RO
O
F
J
O
I
S
T
P
E
R
P
L
A
N
316
TY
P
.
CO
N
T
.
L
7
x
4
x
38
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
(+19'-2 1/2")T.O.KICKER ELEV.
T.
O
.
S
.
E
L
E
V
.
(+
1
5
'
-
7
"
)
3"
F
A
C
E
O
F
A
N
G
L
E
3"
FA
C
E
O
F
S
T
U
D
2
1
/
2
"
JO
I
S
T
S
E
A
T
1 1/2"
L
5
x
3
x
1
/
4
(
L
L
V
)
C
O
N
T
.
W
/
HI
L
T
I
X-
U
U
N
I
V
E
R
S
A
L
K
N
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
'
s
@
E
A
C
H
S
T
U
D
RO
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
L
2
x
2
x
1
/
4
B
R
A
C
E
@
BA
R
J
O
I
S
T
L
O
C
A
T
I
O
N
S
CF
S
/
W
D
E
F
L
E
C
T
I
O
N
T
R
A
C
K
P
E
R
TY
P
I
C
A
L
C
F
S
F
R
A
M
I
N
G
D
E
T
A
I
L
BE
A
M
P
E
R
P
L
A
N
BO
T
.
T
R
A
C
K
@
J
O
I
S
T
BE
A
R
I
N
G
P
E
R
T
Y
P
I
C
A
L
CF
S
F
R
A
M
I
N
G
D
E
T
I
A
L
T.
O
.
S
.
E
L
E
V
.
(+
1
9
'
-
9
1
/
2
"
)
SE
E
T
Y
P
I
C
A
L
T
O
P
OF
P
A
R
A
P
E
T
D
E
T
A
I
L
1'
-
2
"
316
TY
P
.
@
EA
.
J
O
I
S
T
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
CO
N
T
.
C
6
x
8
.
2
OV
E
R
D
E
C
K
+
,
/
7
,
X-
E
D
N
I
A
T
E
A
.
C
L
I
P
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
T.
O
.
S
.
E
L
E
V
.
(+
1
1
'
-
2
1
/
2
"
)
WI
N
D
O
W
,
S
E
E
A
R
C
H
CO
N
T
.
P
L
38"
x
1
2
"
14"
2-
1
2
14"
2-
1
2
HS
S
6
x
6
,
S
E
E
P
L
A
N
60
0
S
1
6
2
-
4
3
(
3
3
K
S
I
)
ST
U
D
S
@
1
6
"
O
.
C
.
(2
)
H
I
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P
.
A
.
F
.
'
s
@
2
4
"
O
.
C
.
T.
O
.
S
.
E
L
E
V
.
(+
1
3
'
-
1
1
/
2
"
)
3"
FA
C
E
O
F
A
N
G
L
E
3"
FA
C
E
O
F
S
T
U
D
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
RO
O
F
D
E
C
K
L
3
x
3
x
1
/
4
C
O
N
T
.
BO
T
.
T
R
A
C
K
@
J
O
I
S
T
BE
A
R
I
N
G
P
E
R
T
Y
P
I
C
A
L
CF
S
F
R
A
M
I
N
G
D
E
T
I
A
L
BE
A
M
P
E
R
P
L
A
N
CF
S
/
W
D
E
F
L
E
C
T
I
O
N
TR
A
C
K
P
E
R
T
Y
P
I
C
A
L
CF
S
F
R
A
M
I
N
G
D
E
T
A
I
L
L
2
x
2
x
1
/
4
B
R
A
C
E
@
BA
R
J
O
I
S
T
L
O
C
A
T
I
O
N
S
T.
O
.
S
.
E
L
E
V
.
(+
1
9
'
-
9
1
/
2
"
)
SE
E
T
Y
P
I
C
A
L
T
O
P
OF
P
A
R
A
P
E
T
D
E
T
A
I
L
316
TY
P
.
@
EA
.
J
O
I
S
T
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
CO
N
T
.
C
6
x
8
.
2
OV
E
R
D
E
C
K
+
,
/
7
,
X-
E
D
N
I
A
T
E
A
.
C
L
I
P
1'
-
2
"
HS
S
6
x
6
,
S
E
E
D
3
/
S
4
0
2
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
T.O. JOIST ELEV.VARIES9"3 1/2"FACE OF ANGLEDIETRICH 5 1/2" "FASTCLIP" OREQUIVALENT @ EACH STUD.FASTEN TO ANGLE WITH (2)HILTI X-U UNIVERSAL P.A.F.'SSEE TYPICAL CFSFRAMING DETAIL PROVIDE DIA
G
O
N
A
L
JOIST BRIDGIN
G
@
L
A
S
T
JOIST SPACE
(
T
Y
P
.
)
RO
O
F
J
O
I
S
T
P
E
R
P
L
A
N
ST
A
N
D
A
R
D
SJ
I
J
O
I
S
T
BR
I
D
G
I
N
G
ROOF DECK L 5 x 5 x 5/16 CONT.T.O.S. ELEV.(+19'-9 1/2")SEE TYPICAL TOPOF PARAPET DETAIL 1'-2"
316
TY
P
.
CO
N
T
.
L
7
x
4
x
38
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58" PL
Y
W
O
O
D
(4) #10 TEK SCREWS HSS6x6, SEE D3/S402
F
O
R
CONNECTION TO C
O
L
U
M
N
3"FACE OF STUDT.O.S ELEV.(+3'-5 1/4")
HS
S
6
x
6
SE
E
T
Y
P
I
C
A
L
C
F
S
FR
A
M
I
N
G
D
E
T
A
I
L
1"
1'
-
4
"
2"
FA
C
E
O
F
S
T
U
D
(+
2
4
'
-
0
"
)
T.
O
.
S
.
E
L
E
V
.
10
"
FA
C
E
O
F
S
T
U
D
60
0
T
1
2
5
-
4
3
C
O
N
T
.
W
/
#1
0
S
C
R
E
W
@
E
A
.
ST
U
D
F
L
A
N
G
E
(
T
Y
P
.
WH
E
R
E
S
H
O
W
N
)
60
0
S
1
6
2
-
4
3
F
R
A
M
I
N
G
@
1
6
"
O
.
C
.
2"FACE OF STUD
1"
10"FACE OF STUD(+24'-0")T.O.S. ELEV.1'-4"600S162-43FRAMING @ 16" O.C.600T125-43 CONT. WITH#10 SCREW @ EACHSTUD FLANGE (TYP.WHERE SHOWN)
HS
S
8
x
8
,
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
HI
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
@
1
6
"
O
.
C
.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1SectionSCALE: 3/4" = 1'-0"
A3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C3SectionSCALE: 3/4" = 1'-0"
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
3
T.
O
.
J
O
I
S
T
E
L
E
V
.
VA
R
I
E
S
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
6
"
)
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
0
"
)
8'
-
6
1
/
2
"
1"
2"
FA
C
E
O
F
S
T
U
D
10
"
FA
C
E
O
F
S
T
U
D
1'
-
4
"
T.
O
.
S
.
E
L
E
V
.
(+
2
8
'
-
0
"
)
60
0
T
1
2
5
-
4
3
C
O
N
T
.
W
I
T
H
#1
0
S
C
R
E
W
@
E
A
.
S
T
U
D
FL
A
N
G
E
(
T
Y
P
.
W
H
E
R
E
SH
O
W
N
)
HS
S
8
x
8
,
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
60
0
S
1
6
2
-
4
3
F
R
A
M
I
N
G
@
1
6
"
O
.
C
.
HI
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
@
1
6
"
O
.
C
.
60
0
S
1
6
2
-
4
3
S
C
A
B
@
1
6
"
O
.
C
.
WI
T
H
(
4
)
#
1
0
S
C
R
E
W
S
@
EA
C
H
E
N
D
L
5
x
5
x
5
/
1
6
C
O
N
T
.
RO
O
F
D
E
C
K
DI
E
T
R
I
C
H
5
1
/
2
"
"
F
A
S
T
C
L
I
P
"
OR
E
Q
U
I
V
A
L
E
N
T
@
E
A
C
H
ST
U
D
.
F
A
S
T
E
N
T
O
A
N
G
L
E
WI
T
H
(
2
)
H
I
L
T
I
X
-
U
UN
I
V
E
R
S
A
L
P
.
A
.
F
.
'
S
PR
O
V
I
D
E
D
I
A
G
O
N
A
L
JO
I
S
T
B
R
I
D
G
I
N
G
@
LA
S
T
J
O
I
S
T
S
P
A
C
E
(
T
Y
P
.
)
60
0
T
1
2
5
-
4
3
C
O
N
T
.
WI
T
H
#
1
0
S
C
R
E
W
@
EA
C
H
S
T
U
D
F
L
A
N
G
E
60
0
S
1
6
2
-
4
3
S
T
U
D
S
@
1
6
"
O
.
C
.
BO
T
.
T
R
A
C
K
@
S
T
E
E
L
P
E
R
TY
P
I
C
A
L
C
F
S
F
R
A
M
I
N
G
D
E
T
A
I
L
HS
S
1
6
x
8
60
0
T
1
2
5
-
4
3
C
O
N
T
.
W
I
T
H
(
2
)
#1
0
S
C
R
E
W
T
H
R
O
U
G
H
PL
Y
W
O
O
D
A
N
D
I
N
T
O
E
A
C
H
CA
N
O
P
Y
J
O
I
S
T
@
2
4
"
O
.
C
.
16
G
A
G
E
C
L
I
P
A
N
G
L
E
W
I
T
H
(
4
)
#
1
0
SC
R
E
W
S
I
N
T
O
J
O
I
S
T
A
N
D
(
2
)
H
I
L
T
I
X-
U
U
N
I
V
E
R
S
A
L
P
A
F
'
S
I
N
T
O
S
T
E
E
L
(T
Y
P
.
@
E
A
C
H
E
N
D
O
F
J
O
I
S
T
)
10
0
0
S
1
6
2
-
5
4
(
5
0
K
S
I
)
JO
I
S
T
S
@
2
4
"
O
.
C
.
CH
A
N
N
E
L
PE
R
P
L
A
N
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
ST
A
N
D
A
R
D
SJ
I
J
O
I
S
T
BR
I
D
G
I
N
G
SI
G
N
A
G
E
S
I
Z
E
A
N
D
LO
C
A
T
I
O
N
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
T.
O
.
S
.
E
L
E
V
.
(
+
3
-
5
1
/
4
"
)
ST
O
R
E
F
R
O
N
T
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
SE
E
T
Y
P
I
C
A
L
C
F
S
FR
A
M
I
N
G
D
E
T
A
I
L
HS
S
6
x
6
-
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
8'-6 1/2"3"FACE OF ANGLET.O.S. ELEV.( +11'-6" )T.O.S. ELEV. ( +11'-0" )T.O.S. ELEV. ( +15'-7" )SIGNAGE SIZE ANDLOCATION PERARCH. DRAWINGSROOF JOI
S
T
P
E
R
P
L
A
N
ROOF DE
C
K
L 3 x 3 x 1/4CONT.BOT. TRACK @ JOISTBEARING PER TYPICALCFS FRAMING DETIALBEAM PER PLANL2x2x1/4 BRACE @ BARJOIST LOCATIONS SEE SECTION A1/S403FOR BALANCE OFINFORMATION600S162-43 SCAB @16" O.C. WITH (4) #10SCREWS @ EACH END 600S162-43STUDS @ 16" O.C.HSS16x8 600T125-43 CONT. WITH (2)#10 SCREW THROUGHPLYWOOD AND INTO EACHCANOPY JOIST @ 24" O.C.16 GAGE CLIP ANGLE WITH (4) #10SCREWS INTO JOIST AND (2) HILTIX-U UNIVERSAL PAF'S INTO STEEL(TYP. @ EACH END OF JOIST)1000S162-54 (50 KSI)JOISTS @ 24" O.C.CHANNELPER PLANENTRANCE DOORSPER ARCH. DRAWING 1"2"FACE OF STUD10"FACE OF STUD1'-4"T.O.S. ELEV. (+28'-0" )600T125-43 CONT. W/#10 SCREW @ EACHSTUD FLANGE (TYP.WHERE SHOWN)600S162-43 FRAMING@ 16" O.C.HILTI X-U UNIVERSALKNURLED-SHANK P.A.F.@ 16" O.C.600S162-43 SCAB @ 16" O.C.WITH (4) #10 SCREWS @EACH END HSS8x8, SEE D3/S402 FORCONNECTION TO COLUMNKICKER PER B3/S4033"FACE OF
S
T
U
D
3
1
/
2
"
FA
C
E
O
F
A
N
G
L
E
9"
T.O. JOIST ELEV. VARIEST.O. BRACE ELEV. VARIES
CO
N
T
.
L
5
x
5
x
516
RO
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
P
E
R
P
L
A
N
PR
O
V
I
D
E
D
I
A
G
O
N
A
L
JO
I
S
T
B
R
I
D
G
I
N
G
@
L
A
S
T
JO
I
S
T
S
P
A
C
E
(
T
Y
P
.
)
HS
S
8
x
6
B
R
A
C
E
(S
E
E
A
2
/
S
4
0
2
)
STD. TOP TRACK @STEEL PER TYPICALCFS FRAMING DETAIL BEAM PER PLANSTD. TOP TRACK @STEEL PER TYPICALCFS FRAMING DETAIL
ST
A
N
D
A
R
D
SJ
I
J
O
I
S
T
BR
I
D
G
I
N
G
T.O.S. ELEV.(+19'-9 1/2")SEE TYPICAL TOPOF PARAPET DETAIL
1'
-
2
"
CONT.38"x9" PL
316
TY
P
.
CO
N
T
.
L
7
x
4
x
3
8
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
+
,
/
7
,
X-
E
D
N
I
A
T
E
A
.
C
L
I
P
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
(4) #10 TEK SCREWS
HS
S
6
x
6
,
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
60
0
T
1
2
5
-
4
3
(
3
3
K
S
I
)
CO
N
T
.
W
/
#
1
0
S
C
R
E
W
AT
E
A
.
S
T
U
D
F
L
A
N
G
E
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
4
D2SectionSCALE: 3/4" = 1'-0"C1Sec
t
i
o
n
SCALE: 3/
4
"
=
1
'
-
0
"
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
6
"
)
T.
O
.
S
.
E
L
E
V
.
(+
1
5
'
-
7
"
)
8'
-
6
1
/
2
"
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
0
"
)
JO
I
S
T
M
A
N
U
F
A
C
T
U
R
E
R
N
O
T
E
:
DE
S
I
G
N
T
O
P
C
H
O
R
D
O
F
T
H
I
S
J
O
I
S
T
F
O
R
AN
A
D
D
I
T
I
O
N
A
L
A
S
D
C
O
M
B
I
N
E
D
A
X
I
A
L
FO
R
C
E
O
F
5
.
2
K
I
P
S
3"4"
3/
1
6
TY
P
.
@
B
O
T
H
S
I
D
E
S
OF
J
O
I
S
T
S
E
A
T
3
3"
L
3
x
3
x
1
/
4
C
O
N
T
.
RO
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
ST
I
F
F
E
N
E
D
S
E
A
T
C
O
N
N
E
C
T
I
O
N
W
I
T
H
1/
2
"
x
4
"
x
6
"
P
L
A
T
E
S
,
1
/
4
"
F
I
L
L
E
T
W
E
L
D
S
@
CO
L
U
M
N
A
N
D
B
O
L
T
E
D
J
O
I
S
T
C
O
N
N
E
C
T
I
O
N
GU
Y
C
A
B
L
E
H
O
L
E
3/
8
"
x
6
"
x
6
"
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
-
D
O
N
O
T
W
E
L
D
T
O
J
O
I
S
T
.
JO
I
S
T
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
S
T
O
B
E
R
E
M
O
V
E
D
@
P
E
R
I
M
E
T
E
R
CO
L
U
M
N
S
A
N
D
C
O
L
U
M
N
S
U
R
F
A
C
E
G
R
O
U
N
D
F
L
U
S
H
ON
L
Y
A
F
T
E
R
A
L
L
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
A
N
D
M
E
T
A
L
D
E
C
K
CO
M
P
O
N
E
N
T
S
H
A
V
E
B
E
E
N
F
U
L
L
Y
E
R
E
C
T
E
D
HS
S
1
6
x
8
-
S
E
E
C
1
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
HS
S
O
U
T
R
I
G
G
E
R
P
E
R
P
L
A
N
S
E
E
B
1
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
CH
A
N
N
E
L
P
E
R
P
L
A
N
P
R
O
V
I
D
E
4
"
G
A
P
BE
T
W
E
E
N
C
H
A
N
N
E
L
S
@
S
P
L
I
C
E
LO
C
A
T
I
O
N
S
F
O
R
B
O
L
T
C
L
E
A
R
A
N
C
E
SE
E
S
E
C
T
I
O
N
C
1
/
S
4
0
2
F
O
R
S
I
M
I
L
A
R
CO
N
N
E
C
T
I
O
N
.
P
R
O
V
I
D
E
D
O
U
B
L
E
S
H
E
A
R
TA
B
C
O
N
N
E
C
T
I
O
N
@
C
H
A
N
N
E
L
S
P
L
I
C
E
LO
C
A
T
I
O
N
S
BE
A
M
P
E
R
P
L
A
N
SH
E
A
R
T
A
B
CO
N
N
E
C
T
I
O
N
1'
-
5
12"
3
/
4
"
x
7
1
/
2
"
x
3
'
-
4
"
P
L
A
T
E
CE
N
T
E
R
E
D
O
N
H
S
S
1
0
x
8
HS
S
6
x
6
-
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
SEE ARCH. DRAWINGSGALV. L3 1/2x3 1/2X5/16 LINTEL.BEAR 8" AT EACH END (1) - DIETRICH 6" x 18 GA. "HDS" +(1) - 600T125-43 HEADERCONNECT TO JAMBS WITH DIETRICH14 GA. "HDSC" CONNECTION BRACKETS#10 SCREWS@ 16" O.C.(1) - DIETRICH 6" x 18 GA. "HDS"JAMB @ EACH SIDE OF OPENINGPROVIDE (2) HILTI X-U UNIVERSALKNURLED-SHANK P.A.F.'s ADJACENT TOJAMB BEYOND (EMBEDMENT = 1 1/4")
JO
I
S
T
M
A
N
U
F
A
C
T
U
R
E
R
N
O
T
E
:
DE
S
I
G
N
T
O
P
C
H
O
R
D
O
F
T
H
I
S
J
O
I
S
T
F
O
R
AN
A
D
D
I
T
I
O
N
A
L
A
S
D
C
O
M
B
I
N
E
D
A
X
I
A
L
FO
R
C
E
O
F
3
.
0
K
I
P
S
1"
T.O.S. ELEV. ( +15'-7" )
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
6
"
)
8'-6 1/2"T.O.S. ELEV. ( +11'-0" )T.O.S. ELEV. ( +7'-4" )3"4"
3/
1
6
TY
P
.
@
B
O
T
H
S
I
D
E
S
OF
J
O
I
S
T
S
E
A
T
3
3"
FA
C
E
O
F
A
N
G
L
E
3"
1'
-
6
1
/
2
"
1/
4
"
C
A
P
P
L
A
T
E
(N
O
T
S
H
O
W
N
)
L
3
x
3
x
1
/
4
C
O
N
T
.
(N
E
A
R
S
I
D
E
)
L
5
x
3
x
1
/
4
(
L
L
V
)
C
O
N
T
.
(F
A
R
S
I
D
E
)
SHEAR TABCONNECTIONBEAM PER PLAN
ST
I
F
F
E
N
E
D
S
E
A
T
C
O
N
N
E
C
T
I
O
N
W
I
T
H
1/
2
"
x
4
"
x
6
"
P
L
A
T
E
S
,
1
/
4
"
F
I
L
L
E
T
W
E
L
D
S
@
CO
L
U
M
N
A
N
D
B
O
L
T
E
D
J
O
I
S
T
C
O
N
N
E
C
T
I
O
N
GU
Y
C
A
B
L
E
H
O
L
E
3/
8
"
x
6
"
x
6
"
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
-
D
O
N
O
T
W
E
L
D
T
O
J
O
I
S
T
.
JO
I
S
T
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
S
T
O
B
E
R
E
M
O
V
E
D
@
P
E
R
I
M
E
T
E
R
CO
L
U
M
N
S
A
N
D
C
O
L
U
M
N
S
U
R
F
A
C
E
G
R
O
U
N
D
F
L
U
S
H
ON
L
Y
A
F
T
E
R
A
L
L
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
A
N
D
M
E
T
A
L
D
E
C
K
CO
M
P
O
N
E
N
T
S
H
A
V
E
B
E
E
N
F
U
L
L
Y
E
R
E
C
T
E
D
HS
S
1
6
x
8
-
S
E
E
C
1
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
R
O
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
P
E
R
PL
A
N
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
HS
S
6
x
6
-
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
C10x15.3 x 1'-2" LONGOUTRIGGER SHOP-WELDED TOFACE OF HSS10x8 (FAR SIDE)HSS OUTRIGGER PER PLANSEE B1/S402 FORCONNECTION TO COLUMN CHANNELPER PLAN SEE SECTION C1/S402 FORSIMILAR CONNECTION.
HS
S
8
x
8
-
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
T.O.S. ELEV. ( +24'-0" )
3"
FA
C
E
O
F
A
N
G
L
E
T.
O
.
S
.
E
L
E
V
(+
1
3
'
-
1
1
/
2
"
)
3"4"
ST
I
F
F
E
N
E
D
S
E
A
T
C
O
N
N
E
C
T
I
O
N
W
I
T
H
1/
2
"
x
4
"
x
6
"
P
L
A
T
E
S
,
1
/
4
"
F
I
L
L
E
T
W
E
L
D
S
@
CO
L
U
M
N
A
N
D
B
O
L
T
E
D
J
O
I
S
T
C
O
N
N
E
C
T
I
O
N
GU
Y
C
A
B
L
E
H
O
L
E
3/
8
"
x
6
"
x
6
"
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
-
D
O
N
O
T
W
E
L
D
T
O
J
O
I
S
T
.
JO
I
S
T
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
S
T
O
B
E
R
E
M
O
V
E
D
@
P
E
R
I
M
E
T
E
R
CO
L
U
M
N
S
A
N
D
C
O
L
U
M
N
S
U
R
F
A
C
E
G
R
O
U
N
D
F
L
U
S
H
ON
L
Y
A
F
T
E
R
A
L
L
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
A
N
D
M
E
T
A
L
D
E
C
K
CO
M
P
O
N
E
N
T
S
H
A
V
E
B
E
E
N
F
U
L
L
Y
E
R
E
C
T
E
D
SH
E
A
R
T
A
B
CO
N
N
E
C
T
I
O
N
BE
A
M
P
E
R
P
L
A
N
HS
S
C
O
L
U
M
N
PE
R
C
O
L
U
M
N
SC
H
E
D
U
L
E
RO
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
CO
N
T
.
L
3
x
3
x
14
CO
N
T
.
C
6
x
8
.
2
OV
E
R
D
E
C
K
T.
O
.
S
.
E
L
E
V
.
(+
2
4
'
-
0
"
)
1"
HS
S
8
x
8
(
F
A
R
S
I
D
E
)
,
S
E
E
D3
/
S
4
0
2
F
O
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
1/
4
"
C
O
L
U
M
N
C
A
P
P
L
A
T
E
(N
O
T
S
H
O
W
N
)
HS
S
8
x
8
(
N
E
A
R
S
I
D
E
)
,
S
E
E
D3
/
S
4
0
2
F
O
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
T.
O
.
S
.
E
L
E
V
.
(+
2
8
'
-
0
"
)
T.
O
.
S
.
E
L
E
V
(+
1
9
'
-
9
1
/
2
"
)
HS
S
6
x
6
,
S
E
E
D
3
/
S
4
0
2
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
1/
4
"
C
O
L
U
M
N
C
A
P
P
L
A
T
E
(N
O
T
S
H
O
W
N
)
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
5
D1SectionSCALE: 3/4" = 1'-0"C2SectionSCALE: 3/4" = 1'-0"
A3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
T.
O
.
S
.
E
L
E
V
.
(+
3
'
-
5
1
/
4
"
)
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
6
"
)
8'
-
6
1
/
2
"
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
0
"
)
4
1
/
2
"
FA
C
E
O
F
L
5
x
5
A
N
G
L
E
3"4"
D3
S4
0
6
A3
S4
0
6
T.
O
.
S
.
E
L
E
V
.
VA
R
I
E
S
SP
O
T
W
E
L
D
D
E
C
K
T
O
C
6
x
8
.
2
'
s
W
I
T
H
5
/
8
"
DI
A
.
P
U
D
D
L
E
W
E
L
D
S
@
6
"
O
.
C
.
(A
L
T
E
R
N
A
T
E
:
#
1
2
B
U
I
L
D
E
X
T
5
SE
L
F
-
D
R
I
L
L
I
N
G
S
C
R
E
W
S
@
4
"
O
.
C
.
)
RO
O
F
D
E
C
K
C6
x
8
.
2
(
F
L
A
T
W
I
S
E
)
-
SE
E
P
L
A
N
F
O
R
E
X
T
E
N
T
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
HS
S
1
6
x
8
-
S
E
E
C
1
/
S
4
0
2
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
HS
S
6
x
6
-
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
HS
S
O
U
T
R
I
G
G
E
R
P
E
R
P
L
A
N
SE
E
B
1
/
S
4
0
2
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
CH
A
N
N
E
L
P
E
R
P
L
A
N
P
R
O
V
I
D
E
4
"
G
A
P
BE
T
W
E
E
N
C
H
A
N
N
E
L
S
@
S
P
L
I
C
E
LO
C
A
T
I
O
N
S
F
O
R
B
O
L
T
C
L
E
A
R
A
N
C
E
SE
E
S
E
C
T
I
O
N
C
1
/
S
4
0
2
F
O
R
S
I
M
I
L
A
R
CO
N
N
E
C
T
I
O
N
.
P
R
O
V
I
D
E
D
O
U
B
L
E
S
H
E
A
R
T
A
B
CO
N
N
E
C
T
I
O
N
@
C
H
A
N
N
E
L
S
P
L
I
C
E
L
O
C
A
T
I
O
N
S
1'
-
5
1
/
2
"
3
/
4
"
x
7
1
/
2
"
x
3
'
-
4
"
P
L
A
T
E
CE
N
T
E
R
E
D
O
N
H
S
S
1
0
x
8
8'
-
6
1
/
2
"
T.O.S. ELEV. ( +11'-0" )
T.
O
.
S
.
E
L
E
V
.
(
+
1
1
'
-
6
3
/
8
"
)
(+
1
4
'
-
7
3
/
4
"
)
T.
O
.
S
.
E
L
E
V
.
3"4"
4
1
/
2
"
FA
C
E
O
F
L
5
x
5
A
N
G
L
E
1'
-
6
1
/
2
"
6"
3"
L5
x
5
x
5
/
1
6
C
O
N
T
.
BO
L
T
E
D
R
O
O
F
J
O
I
S
T
A
D
J
A
C
E
N
T
T
O
CO
L
U
M
N
C
E
N
T
E
R
L
I
N
E
(
P
E
R
P
L
A
N
)
RO
O
F
D
E
C
K
JO
I
S
T
G
I
R
D
E
R
DO
NO
T
W
E
L
D
3/
4
"
x
6
"
x
8
"
S
T
A
B
I
L
I
Z
E
R
P
L
A
T
E
HS
S
1
6
x
8
-
S
E
E
D
3
/
S
4
0
7
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
C
O
L
U
M
N
HS
S
C
O
L
U
M
N
P
E
R
CO
L
U
M
N
S
C
H
E
D
U
L
E
C1
0
x
1
5
.
3
x
1
'
-
2
"
L
O
N
G
OU
T
R
I
G
G
E
R
(
F
A
R
S
I
D
E
)
SH
O
P
-
W
E
L
D
E
D
T
O
F
A
C
E
OF
H
S
S
1
0
x
8
HSS OUTRIGGER PER PLANSEE B1/S402 FORCONNECTION TO COLUMN SEE SECTION C1/S402
F
O
R
SIMILAR CONNECTION
.
P
R
O
V
I
D
E
DOUBLE SHEAR TAB C
O
N
N
E
C
T
I
O
N
@ CHANNEL SPLICE LO
C
A
T
I
O
N
S
CHANNELPER PLAN
D1
S4
0
2
3"2"2"TYP. @ TOP &BOTTOMEDGES OF L5x5 3"FACE OF STUD 3 1
/
2
"
FACE O
F
A
N
G
L
E
3/162 - 3/4" DIA. A325 BOLTS,FINGER-TIGHT WITH UPSETTHREADS LOCATED @BOTTOM OF SLOT L7x4x3/8 x 7" LONG CLIP@ INSIDE FACE OF EACHJAMB WITH 2" VERT SLOTS
L
5
x
5
x
5
/
1
6
C
O
N
T
.
SECTION @ JAMBS 6 1/2"3 1/2"4"1 1/2"4 1/2"
SL
A
B
-
O
N
-
G
R
A
D
E
EL
E
V
.
(
0
'
-
0
"
)
3/
1
6
B.O.PLATE ELEV. ( +8'-0" )BEA
M
P
E
R
P
L
A
N
C10x15.3 JAMB ONEACH SIDE OF OPENINGHS
S
6
x
6
3/
8
"
x
1
2
1
/
2
"
P
L
A
T
E
(
G
A
L
V
.
)
ERECTION CLIP1/2" x 5" x 10" BASEPLATE FLUSH WITHCHANNEL ON 3 SIDESSEE SECTION D2/S303FOR ADDITIONALINFORMATION2 -
H
I
L
T
I
5
/
8
"
D
I
A
.
H
A
S
R
O
D
S
WIT
H
H
I
T
-
H
Y
2
0
0
A
D
H
E
S
I
V
E
(EM
B
E
D
M
E
N
T
=
5
5
/
8
"
)
L 2 x
2
x
1
/
4
B
R
A
C
E
SECTION BETWEEN JAMBS 2 - 8B.O.PLATE ELEV. ( +8'-0" )SLAB-ON-GRADEELEV. (0'-0")10" EDGE OF PLATE 2 - 121/4 HSS6x6 3/8" x 12 1/2" PLATE (GALV.)SEE SECTION D2/S303 FORADDITIONAL INFORMATION L 2 x 2 x 1/4 BRACE ROOF JOISTPER PLAN ROOF DECKL 5 x 5 x 5/16 CONT.BOT. TRACK @ JOISTBEARING PER TYPICALCFS FRAMING DETIALBEAM PER PLANCFS /W DEFLECTIONTRACK PER TYPICALCFS FRAMING DETAIL SEE B3/S403 FORKICKER INFORMATION HSS6x6 - SEED3/S402 FORCONNECTIONTO COLUMN 623/165"3"1 1/2"TYP3/163 SEE INDIVIDUAL SECTION FORREQUIRED COLUMN HEIGHTL5x5x5/16 CONTROOF DECKNOT SHOWNCOPE C6 AS SHOWN- BEVEL WEB AND FITTIGHT TO L5x5BAR JOISTHSS8x8 OR HSS6x6COLUMN 1/4" x 5" x 6" PLATE @ BOTHSIDES OF COLUMN WITH 2"VERTICAL SLOTS - SETBOLTS IN BOTTOM OF SLOT (2) 3/4" DIA. A325THRU-BOLTS (FINGER-TIGHT,THREADS BURRED)
TY
P
I
C
A
L
@
EN
D
S
O
F
C
6
6
2
3/
1
6
RO
O
F
D
E
C
K
NO
T
S
H
O
W
N
C6
x
8
.
2
(
F
L
A
T
W
I
S
E
)
SE
E
P
L
A
N
F
O
R
E
X
T
E
N
T
BA
R
J
O
I
S
T
T.
O
.
S
.
E
L
E
V
.
(+
2
4
'
-
0
"
)
1"
1/
4
"
C
O
L
U
M
N
C
A
P
P
L
A
T
E
(N
O
T
S
H
O
W
N
)
HS
S
8
x
8
(
N
E
A
R
S
I
D
E
)
S
E
E
D3
/
S
4
0
2
F
O
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
T.
O
.
S
.
E
L
E
V
.
(+
2
8
'
-
0
"
)
HS
S
8
x
8
(
F
A
R
S
I
D
E
)
S
E
E
D3
/
S
4
0
2
F
O
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
HS
S
6
x
6
-
S
E
E
D
3
/
S
4
0
2
FO
R
C
O
N
N
E
C
T
I
O
N
TO
C
O
L
U
M
N
T.
O
.
S
.
E
L
E
V
.
(+
3
'
-
5
1
/
4
"
)
1"
HS
S
8
x
8
(
N
E
A
R
S
I
D
E
)
,
SE
E
D
3
/
S
4
0
2
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
1/
4
"
C
O
L
U
M
N
C
A
P
P
L
A
T
E
(N
O
T
S
H
O
W
N
)
(+
2
4
'
-
0
"
)
T.
O
.
S
.
E
L
E
V
.
HS
S
6
x
6
(
F
A
R
S
I
D
E
)
,
SE
E
D
3
/
S
4
0
2
F
O
R
CO
N
N
E
C
T
I
O
N
T
O
CO
L
U
M
N
(+
1
9
'
-
9
1
/
2
"
)
T.
O
.
S
.
E
L
E
V
.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1Section @ Overhead DoorSCALE: 3/4" = 1'-0"
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
6
C3
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
D3SectionSCALE: 1 1/2" = 1'-0"
A3
Se
c
t
i
o
n
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
T.
O
.
J
O
I
S
T
E
L
E
V
.
VA
R
I
E
S
9"
3"
FA
C
E
O
F
S
T
U
D
3
1
/
2
"
FA
C
E
O
F
A
N
G
L
E
SE
E
P
L
A
N
T.
O
.
S
E
L
E
V
.
2
-
1
2
316L
5
x
5
x
5
/
1
6
C
O
N
T
.
,
SH
I
M
A
S
R
E
Q
'
D
RO
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
L7
x
4
,
S
E
E
P
L
A
N
HE
A
D
E
R
P
E
R
P
L
A
N
SE
E
D
3
/
S
4
0
7
F
O
R
CO
N
N
.
T
O
C
O
L
U
M
N
S
60
0
S
1
6
2
-
5
4
(
5
0
K
S
I
)
ST
U
D
S
A
T
1
6
"
O
.
C
.
SP
A
N
D
R
E
L
G
L
A
S
S
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
BR
I
C
K
V
E
N
E
E
R
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
T.
O
.
S
.
E
L
E
V
.
(+
1
9
'
-
9
1
/
2
"
)
SE
E
T
Y
P
I
C
A
L
T
O
P
OF
P
A
R
A
P
E
T
D
E
T
A
I
L
1'
-
2
"
316
TY
P
.
CO
N
T
.
L
7
x
4
x
38
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
+
,
/
7
,
X-
E
D
N
I
A
T
E
A
.
C
L
I
P
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
HI
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
A
T
1
6
"
O
.
C
.
HS
S
6
x
6
P
E
R
P
L
A
N
,
SE
E
D
3
/
S
4
0
2
F
O
R
CO
N
N
.
T
O
C
O
L
U
M
N
CO
N
T
.
6
0
0
T
1
2
5
-
4
3
W
/
#1
0
S
C
R
E
W
A
T
W
A
.
ST
U
D
,
T
O
P
&
B
O
T
.
60
0
S
1
6
2
-
4
3
(
3
3
K
S
I
)
ST
U
D
S
A
T
1
6
"
O
.
C
.
PR
O
V
I
D
E
D
I
A
G
O
N
A
L
JO
I
S
T
B
R
I
D
G
I
N
G
A
T
LA
S
T
J
O
I
S
T
S
P
A
C
E
,
T
Y
P
.
NO
T
E
16
G
A
.
U
T
I
L
I
T
Y
A
N
G
L
E
,
F
A
S
T
E
N
T
O
FR
A
M
I
N
G
W
/
(
4
)
#
1
0
S
C
R
E
W
S
A
T
TO
P
&
B
O
T
.
O
F
B
R
A
C
E
(2
)
H
I
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P
.
A
.
F
.
AT
E
A
.
C
L
I
P
60
0
S
1
6
2
-
5
4
(
5
0
K
S
I
)
ST
U
D
S
A
T
1
6
"
O
.
C
.
NO
T
E
HS
S
8
x
6
B
R
A
C
E
,
SE
E
A
2
/
S
4
0
2
60
0
T
1
2
5
-
4
3
CO
N
T
.
T
O
P
&
BO
T
.
O
F
B
R
A
C
E
AT
B
R
A
C
E
D
B
A
Y
ON
L
Y
,
S
E
E
P
L
A
N
3/16 1/43 SIDE OF SEAT 1/4HSS COLUMN PERCOLUMN SCHEDULEL3x3x1/4 x 5" LONG SEAT HSS HEADERPER PLAN
T.
O
.
J
O
I
S
T
E
L
E
V
.
VA
R
I
E
S
9"
3"
FA
C
E
O
F
S
T
U
D
3
1
/
2
"
FA
C
E
O
F
A
N
G
L
E
SE
E
P
L
A
N
T.
O
.
S
E
L
E
V
.
2
-
1
2
316L
5
x
5
x
5
/
1
6
C
O
N
T
.
,
SH
I
M
A
S
R
E
Q
'
D
RO
O
F
D
E
C
K
RO
O
F
J
O
I
S
T
PE
R
P
L
A
N
L7
x
4
,
S
E
E
P
L
A
N
HE
A
D
E
R
P
E
R
P
L
A
N
SE
E
D
3
/
S
4
0
7
F
O
R
CO
N
N
.
T
O
C
O
L
U
M
N
S
60
0
S
1
6
2
-
5
4
(
5
0
K
S
I
)
ST
U
D
S
A
T
1
6
"
O
.
C
.
SP
A
N
D
R
E
L
G
L
A
S
S
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
BR
I
C
K
V
E
N
E
E
R
P
E
R
AR
C
H
.
D
R
A
W
I
N
G
S
T.
O
.
S
.
E
L
E
V
.
(+
1
9
'
-
9
1
/
2
"
)
SE
E
T
Y
P
I
C
A
L
T
O
P
OF
P
A
R
A
P
E
T
D
E
T
A
I
L
1'
-
2
"
316
TY
P
.
CO
N
T
.
L
7
x
4
x
38
DI
E
T
R
I
C
H
U
N
I
C
L
I
P
W
/
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
+
,
/
7
,
X-
E
D
N
I
A
T
E
A
.
C
L
I
P
60
0
S
1
6
2
-
4
3
B
R
A
C
E
A
T
1
6
"
O
.
C
.
1
1
58"
P
L
Y
W
O
O
D
(4
)
#
1
0
T
E
K
S
C
R
E
W
S
HI
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
KN
U
R
L
E
D
-
S
H
A
N
K
P.
A
.
F
.
A
T
1
6
"
O
.
C
.
HS
S
6
x
6
P
E
R
P
L
A
N
,
SE
E
D
3
/
S
4
0
2
F
O
R
CO
N
N
.
T
O
C
O
L
U
M
N
CO
N
T
.
6
0
0
T
1
2
5
-
4
3
W
/
#1
0
S
C
R
E
W
A
T
W
A
.
ST
U
D
,
T
O
P
&
B
O
T
.
60
0
S
1
6
2
-
4
3
(
3
3
K
S
I
)
ST
U
D
S
A
T
1
6
"
O
.
C
.
PR
O
V
I
D
E
D
I
A
G
O
N
A
L
JO
I
S
T
B
R
I
D
G
I
N
G
A
T
LA
S
T
J
O
I
S
T
S
P
A
C
E
,
T
Y
P
.
NO
T
E
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - S401-S407.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
CJ
H
/
R
D
W
CL
S
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
RI
C
H
A
R
D
D
.
W
E
I
K
E
L
N
o
.
0
3
3
5
8
6
EX
P
.
D
A
T
E
:
1
2
/
3
1
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
St
e
e
l
F
r
a
m
i
n
g
Se
c
t
i
o
n
&
D
e
t
a
i
l
s
S-
4
0
7
D3FOR HSS WINDOW HEADER CONNECTION DETAILSCALE: 1 1/2" = 1'-0"
B1
Se
c
t
i
o
n
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A001.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
EASTEACHEACH FACE/ EPOXY FLOOREXPANSION JOINTREFERENCE ELEVATIONELECTRIC(AL)ELEVATION, ELEVATORENGINEER(ING)ENLARGEDEXTRUDED POLYSTYRENEEQUALEQUIPMENTELECTRIC WATER COOLEREXISTINGEXPOSED, EXPANSIONEXTERIOR, EXTERNALEXISTING TO REMAINEACH WAY HUB DRAINHARDWAREHARDWOODHEIGHTHOLLOW METALHORIZONTAL (LY)HORSEPOWERHOURHEATING/VENTILATING/ (AIRCONDITIONING)HOT WATERIDININCANINSULINTINVINSIDE DIAMETERINCHESINCANDESCENTINSULATED, INSULATIONINTERIORINVERT ABACOUSTAFFA/CACTADDADJAHUALUM (N)ANODAPPROXARCH ANCHOR BOLTACOUSTICALABOVE FINISHED FLOORAIR CONDITIONINGACOUSTICAL CEILING TILEADDITIONADJACENT, ADJUSTABLEAIR HANDLING UNITALUMINUMANODIZEDAPPROXIMATE(LY)ARCHITECT(URAL)BRGBDBLDGBLK (G)BOT/BTM BEARINGBOARDBUILDINGBLOCK (ING)BOTTOMCABCAPCATCDCEMCERCFMCGCJCKTȭCLGCLRCMUCOCOLCONCCONNCONTCOORDCORRCPTCTCABINETCAPACITYCATALOGCEILING DIFFUSERCEMENTCERAMICCUBIC FEET PER MINUTECORNER GUARDCONTROL JOINTCIRCUITCENTER LINECEILINGCLEARCONCRETE MASONRY UNITCLEANOUTCOLUMNCONCRETECONNECTIONCONTINUOUSCOORDINATE, COORDINATEDCORRIDORCARPETCERAMIC TILEMASMATL.MAXMDFMEZZMECHMTL.MFRMINMISCMLDGMOMRMTD DBLDEMODESDETDF',$25DIMDISPDNDODRDSDWGMASONRYMATERIALMAXIMUMMODIFIED DENSITY FIBERBOARDMEZZANINEMECHANICALMETALMANUFACTURERMINIMUMMISCELLANEOUSMOLDINGMASONRY OPENINGMOISTURE RESISTANTMOUNTED DOUBLEDEMOLITIONDESIGNATIONDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDISPENSERDOWNDITTO (DO OVER)DOORDOWNSPOUTDRAWINGEEAEFEJELELEC (T)ELEVENGENLGEPSEQEQUIPEWCEXISTEXPEXTETREW FFDFEFECFFFFEFINFIXFL (R)FLASHFLUORFOUND, FNDNF.R.T.FTGFTFUR DEGREE FAHRENHEITFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOORFINISHED FLOOR ELEVATIONFINISHFIXTUREFLOOR (ING)FLASHINGFLUORESCENTFOUNDATIONFIRE RETARDANT TREATEDFOOTINGFOOT, FEETFURRINGGAGALVGBGCGDGLGNDGPMGWB, GYP BD GAUGEGALVANIZEDGRAB BARGENERAL CONTRACTORGRADE, GRADINGGLASS, GLAZINGGROUNDGALLONS PER MINUTEGYPSUM WALL BOARDHDHDWRHDWDHGTHMHORIZHPHRHV(AC)HWJANJ-BOXJSTJT JANITORJUNCTION BOXJOISTJOINTK.D.KITK.P.KWH KNOCK DOWNKITCHENKICK PLATEKILOWATT HOURLAMLAVLB (S)LG LAMINATELAVATORYPOUND (S)LONG
XX
DE
T
A
I
L
N
O
.
,
(
T
Y
P
.
)
DE
T
A
I
L
C
U
T
DE
T
A
I
L
N
O
.
,
(
T
Y
P
.
)
SH
T
.
W
H
E
R
E
D
E
T
A
I
L
IS
D
R
A
W
N
,
(
T
Y
P
.
)
EL
E
V
A
T
I
O
N
N
O
.
,
(
T
Y
P
.
)
x'
-
x
"
XX
SH
T
.
W
H
E
R
E
D
E
T
A
I
L
IS
D
R
A
W
N
,
(
T
Y
P
.
)
DE
T
A
I
L
SH
T
.
W
H
E
R
E
S
E
C
T
I
O
N
IS
D
R
A
W
N
,
(
T
Y
P
.
)
SE
C
T
I
O
N
C
U
T
SE
C
T
I
O
N
N
O
.
,
(
T
Y
P
.
)
BA
T
T
I
N
S
U
L
A
T
I
O
N
O
R
SO
U
N
D
A
T
T
E
N
U
A
T
I
O
N
BL
A
N
K
E
T
S
IN
T
E
R
I
O
R
E
L
E
V
.
CO
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
SH
T
.
W
H
E
R
E
E
L
E
V
A
T
I
O
N
IS
D
R
A
W
N
,
(
T
Y
P
.
)
GR
A
V
E
L
BR
I
C
K
CO
N
C
R
E
T
E
GR
A
D
E
/
E
A
R
T
H
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
FI
N
I
S
H
W
O
O
D
PL
Y
W
O
O
D
WO
O
D
B
L
O
C
K
I
N
G
(C
O
N
T
I
N
U
O
U
S
)
ABBREVIATIONS
DO
O
R
N
U
M
B
E
R
RO
O
M
N
U
M
B
E
R
KE
Y
N
O
T
E
WI
N
D
O
W
/
G
L
A
Z
I
N
G
NU
M
B
E
R
CE
I
L
I
N
G
H
E
I
G
H
T
RE
V
I
S
I
O
N
T
A
G
MI
S
C
E
L
L
A
N
E
O
U
S
TA
G
CE
N
T
E
R
L
I
N
E
XXXX
SH
T
.
W
H
E
R
E
E
L
E
V
A
T
I
O
N
IS
D
R
A
W
N
,
(
T
Y
P
.
)
EX
T
E
R
I
O
R
E
L
E
V
.
EL
E
V
A
T
I
O
N
N
O
.
,
(
T
Y
P
.
)
ST
E
E
L
WO
O
D
B
L
O
C
K
I
N
G
(N
O
N
-
C
O
N
T
I
N
U
O
U
S
)
TI
L
E
XX
SH
T
.
W
H
E
R
E
S
E
C
T
I
O
N
IS
D
R
A
W
N
,
(
T
Y
P
.
)
BU
I
L
D
I
N
G
S
E
C
T
I
O
N
SE
C
T
I
O
N
N
O
.
,
(
T
Y
P
.
)
XX
X
X
FI
N
I
S
H
T
A
G
-
S
E
E
DR
A
W
I
N
G
A
-
6
0
3
X'
-
X
"
SL
A
B
E
L
E
V
A
T
I
O
N
C
H
A
N
G
E
CO
N
T
R
O
L
J
O
I
N
T
L
I
N
E
RRARBRRCPRDRERECREFLREINFREQ'DREQMTRESRETREVRFRMR.O.RADIUS, RISER, R-VALUERETURN AIRRUBBERREFLECTED CEILING PLANROOF DRAINREFERENCE, REFER TORECESSEDREFLECTED (IVE)REINFORCE (ED) (ING)REQUIREDREQUIREMENTRESILIENTRETURNREVISION, REVISEDRADIO FREQUENCYROOMROUGH OPENINGSSAPCSCHEDSCWDSECTSGFTSHTSIMSPECSQSSSTSTDSTLSTORSUSPSVSTRUCTSOUTHSUSPENDED-ACOUSTICAL-PANEL-CEILINGSCHEDULE (D)SOLID CORE WOODSECTIONSTRUCTURAL GLAZED FACING TILESHEETSIMILARSPECIFICATION(S)SQUARESTAINLESS STEELSTAIN(ED)STANDARDSTEELSTORAGESUSPENDEDSHEET VINYLSTRUCTURE, STRUCTURAL UCUHULUNFUNO
UN
D
E
R
C
U
T
UN
I
T
H
E
A
T
E
R
UN
D
E
R
W
R
I
T
E
R
'
S
L
A
B
O
R
A
T
O
R
Y
UN
F
I
N
I
S
H
E
D
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
VA
R
N
I
S
H
VI
N
Y
L
B
A
S
E
VI
N
Y
L
C
O
M
P
O
S
I
T
I
O
N
T
I
L
E
VE
N
T
I
L
A
T
I
O
N
/
V
E
N
T
I
L
A
T
O
R
VE
R
T
I
C
A
L
(
L
Y
)
VE
S
T
I
B
U
L
E
VE
R
I
F
Y
I
N
F
I
E
L
D
VI
N
Y
L
VI
N
Y
L
W
A
L
L
C
O
V
E
R
I
N
G
WW/W/OWCWDWGWTWWF TT & GTBDTBRTELTEMPTERRTHKTHR (ESH
)
TOSTOWTSTYP
TR
E
A
D
TO
N
G
U
E
&
G
R
O
O
V
E
TO
B
E
D
E
T
E
R
M
I
N
E
D
TO
B
E
R
E
M
O
V
E
D
TE
L
E
P
H
O
N
E
TE
M
P
E
R
E
D
,
T
E
M
P
O
R
A
R
Y
,
T
E
M
P
E
R
A
T
U
R
E
TE
R
R
A
Z
Z
O
TH
I
C
K
(
N
E
S
S
)
TH
R
E
S
H
O
L
D
TO
P
O
F
S
T
E
E
L
TO
P
O
F
W
A
L
L
TR
A
N
S
I
T
I
O
N
S
T
R
I
P
TY
P
I
C
A
L
VARVBVCTVENTVERTVESTVIFVINVWC
WE
S
T
WI
T
H
WI
T
H
O
U
T
WA
T
E
R
C
L
O
S
E
T
,
W
A
T
E
R
C
O
O
L
E
R
WO
O
D
WA
L
L
G
U
A
R
D
WE
I
G
H
T
WE
L
D
E
D
W
I
R
E
F
A
B
R
I
C
QUARRY TILEQUANTITYQTQTY OCODOHOPGOPPORIGOZON CENTEROUTSIDE DIAMETEROVERHEADOPENINGOPPOSITEORIGINALOUNCEPARTPBDPCTPERFPFPLAMPLUMBPLYWDPRPREFABPREPPSFPSIPTPTDPLPLASPVCPARTITIONPARTICLE BOARDPORCELAIN CERAMIC TILEPERFORATEDPREFINISHEDPLASTIC LAMINATEPLUMBINGPLYWOODPAIRPREFABRICATEDPREPAREPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINT(ED), PRESSURE TREATEDPAINTEDPLATE / PROPERTY LINEPLASTERPOLY VINYL CHLORIDE NN/ANICNONOMNTS NORTHNOT APPLICABLENOT IN CONTRACTNUMBERNOMINALNOT TO SCALE
MA
T
E
R
I
A
L
I
N
D
I
C
A
T
I
O
N
GE
N
E
R
A
L
S
Y
M
B
O
L
S
Ge
n
e
r
a
l
N
o
t
e
s
,
Sy
m
b
o
l
s
&
A
b
b
r
e
v
.
A-
0
0
1
EX
P
A
N
D
I
N
G
FO
A
M
I
N
S
U
L
A
T
I
O
N
XXXX
SP
O
T
E
L
E
V
A
T
I
O
N
T
A
G
FI
R
E
W
A
L
L
PA
R
T
I
C
L
E
B
O
A
R
D
1.
AL
L
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
C
O
D
E
S
L
I
S
T
E
D
O
N
G
-
0
0
2
:
A.
TH
E
C
O
D
E
S
,
R
U
L
E
S
,
A
N
D
R
E
G
U
L
A
T
I
O
N
S
O
F
T
H
E
S
T
A
T
E
I
N
W
H
I
C
H
T
H
E
W
O
R
K
I
S
B
E
I
N
G
P
E
R
F
O
R
M
E
D
.
B.
NF
P
A
R
E
Q
U
I
R
E
M
E
N
T
S
A
S
W
E
L
L
A
S
T
O
S
T
A
N
D
A
R
D
S
O
F
U
N
D
E
R
W
R
I
T
E
R
S
L
A
B
O
R
A
T
O
R
I
E
S
I
N
C
.
,
A
N
D
L
O
C
A
L
U
T
I
L
I
T
Y
C
O
.
C.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
S
E
C
U
R
I
N
G
A
L
L
P
E
R
M
I
T
S
A
S
R
E
Q
U
I
R
E
D
T
O
P
R
O
V
I
D
E
T
H
E
N
E
W
CO
N
S
T
R
U
C
T
I
O
N
.
2.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
V
I
S
I
T
T
H
E
S
I
T
E
A
N
D
E
X
A
M
I
N
E
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
R
I
O
R
T
O
S
U
B
M
I
T
T
I
N
G
B
I
D
S
.
B
I
D
S
S
H
A
L
L
IN
C
L
U
D
E
P
R
O
V
I
S
I
O
N
S
F
O
R
A
C
O
M
P
L
E
T
E
J
O
B
B
A
S
E
D
O
N
T
H
E
D
E
S
I
G
N
I
N
T
E
N
T
S
H
O
W
N
O
N
T
H
E
D
R
A
W
I
N
G
S
.
F
I
E
L
D
V
E
R
I
F
Y
AL
L
D
I
M
E
N
S
I
O
N
S
&
C
O
N
D
I
T
I
O
N
S
P
R
I
O
R
T
O
S
T
A
R
T
O
F
W
O
R
K
A
N
D
R
E
P
O
R
T
A
L
L
D
I
S
C
R
E
P
A
N
C
I
E
S
T
O
T
H
E
A
R
C
H
I
T
E
C
T
/
EN
G
I
N
E
E
R
.
3.
WH
E
N
C
O
M
P
A
R
I
N
G
T
H
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
;
T
H
E
D
R
A
W
I
N
G
S
G
O
V
E
R
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
Q
U
A
N
T
I
T
Y
AN
D
L
O
C
A
T
I
O
N
,
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
G
O
V
E
R
N
D
R
A
W
I
N
G
S
F
O
R
Q
U
A
L
I
T
Y
A
N
D
P
E
R
F
O
R
M
A
N
C
E
.
I
N
T
H
E
E
V
E
N
T
O
F
AM
B
I
G
U
I
T
Y
I
N
Q
U
A
N
T
I
T
Y
O
R
Q
U
A
L
I
T
Y
,
T
H
E
G
R
E
A
T
E
R
Q
U
A
N
T
I
T
Y
A
N
D
S
U
P
E
R
I
O
R
Q
U
A
L
I
T
Y
S
H
A
L
L
G
O
V
E
R
N
.
4.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
F
U
L
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
L
L
C
O
O
R
D
I
N
A
T
I
O
N
A
S
R
E
Q
U
I
R
E
D
I
N
C
L
U
D
I
N
G
C
O
O
R
D
I
N
A
T
I
O
N
W
I
T
H
AN
Y
W
O
R
K
P
R
O
V
I
D
E
D
B
Y
O
W
N
E
R
A
N
D
B
Y
O
T
H
E
R
S
.
A.
RE
F
E
R
T
O
H
V
A
C
,
P
L
U
M
B
I
N
G
,
&
E
L
E
C
T
R
I
C
A
L
D
R
A
W
I
N
G
S
F
O
R
W
O
R
K
P
E
R
F
O
R
M
E
D
B
Y
T
H
O
S
E
T
R
A
D
E
S
.
5.
TH
E
O
W
N
E
R
S
H
A
L
L
D
E
S
I
G
N
A
T
E
S
T
A
G
I
N
G
A
N
D
S
T
O
R
A
G
E
A
R
E
A
S
O
F
T
H
E
S
I
T
E
F
O
R
U
S
E
B
Y
C
O
N
T
R
A
C
T
O
R
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
K
E
E
P
T
H
E
P
R
E
M
I
S
E
S
A
N
D
S
U
R
R
O
U
N
D
I
N
G
A
R
E
A
F
R
E
E
F
R
O
M
A
C
C
U
M
U
L
A
T
I
O
N
O
F
WA
S
T
E
O
F
R
U
B
B
I
S
H
M
A
T
E
R
I
A
L
S
,
C
O
N
T
R
A
C
T
O
R
'
S
T
O
O
L
S
,
C
O
N
S
T
R
U
C
T
I
O
N
E
Q
U
I
P
M
E
N
T
,
M
A
C
H
I
N
E
R
Y
,
A
N
D
S
U
R
P
L
U
S
MA
T
E
R
I
A
L
S
.
6.
AR
E
A
S
O
F
T
H
E
S
I
T
E
A
N
D
A
N
Y
E
X
I
S
T
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
T
O
R
E
M
A
I
N
,
A
N
D
I
F
D
A
M
A
G
E
D
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
BE
R
E
S
T
O
R
E
D
T
O
T
H
E
O
R
I
G
I
N
A
L
C
O
N
D
I
T
I
O
N
(
A
T
N
O
A
D
D
I
T
I
O
N
A
L
C
O
S
T
T
O
T
H
E
O
W
N
E
R
.
)
7.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
A
L
L
P
R
O
T
E
C
T
I
O
N
O
F
T
H
E
W
O
R
K
T
H
R
O
U
G
H
O
U
T
C
O
N
S
T
R
U
C
T
I
O
N
A
S
R
E
Q
U
I
R
E
D
A
N
D
P
E
R
CO
D
E
.
8.
PR
O
V
I
D
E
A
S
E
L
F
-
L
E
V
E
L
I
N
G
C
E
M
E
N
T
I
T
I
O
U
S
U
N
D
E
R
L
A
Y
M
E
N
T
W
H
E
R
E
P
A
T
C
H
I
N
G
C
O
M
P
O
U
N
D
S
D
O
N
O
T
M
E
E
T
MA
N
U
F
A
C
T
U
R
E
R
R
E
Q
U
I
R
E
M
E
N
T
S
F
O
R
S
U
B
S
T
R
A
T
E
P
R
E
P
A
R
A
T
I
O
N
.
9.
PA
I
N
T
I
N
G
I
N
C
L
U
D
E
S
W
A
L
L
S
,
S
O
F
F
I
T
S
,
D
O
O
R
F
R
A
M
E
S
,
H
O
L
L
O
W
M
E
T
A
L
D
O
O
R
S
,
A
L
L
E
X
P
O
S
E
D
S
U
R
F
A
C
E
S
,
A
N
D
A
L
L
SU
R
F
A
C
E
M
O
U
N
T
E
D
I
T
E
M
S
A
S
R
E
Q
U
I
R
E
D
T
O
P
R
O
V
I
D
E
A
F
I
N
I
S
H
E
D
P
R
O
D
U
C
T
.
10
.
CO
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
S
O
F
A
L
L
W
A
L
L
M
O
U
N
T
E
D
I
T
E
M
S
A
N
D
P
R
O
V
I
D
E
S
O
L
I
D
B
L
O
C
K
I
N
G
F
O
R
M
O
U
N
T
I
N
G
.
11
.
RE
F
E
R
T
O
F
I
N
I
S
H
P
L
A
N
S
&
N
O
T
E
S
F
O
R
T
Y
P
E
S
A
N
D
E
X
T
E
N
T
O
F
F
I
N
I
S
H
E
S
.
12
.
RE
F
E
R
T
O
P
R
O
J
E
C
T
M
A
N
U
A
L
A
P
P
E
N
D
I
X
'
A
'
F
O
R
A
L
L
I
T
E
M
S
F
U
R
N
I
S
H
E
D
B
Y
O
W
N
E
R
A
N
D
I
N
S
T
A
L
L
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
.
13
.
RE
F
E
R
T
O
P
R
O
J
E
C
T
M
A
N
U
A
L
A
P
P
E
N
D
I
X
'
B
'
F
O
R
A
L
L
I
T
E
M
S
P
R
O
V
I
D
E
D
B
Y
O
W
N
E
R
.
14
.
PR
O
V
I
D
E
W
A
L
L
O
P
E
N
I
N
G
F
L
A
S
H
I
N
G
A
T
A
L
L
O
P
E
N
I
N
G
S
-
R
E
F
E
R
T
O
S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
F
U
R
T
H
E
R
I
N
F
O
R
M
A
T
I
O
N
.
15
.
PR
O
V
I
D
E
V
A
P
O
R
R
E
T
A
R
D
E
R
O
N
T
H
E
I
N
T
E
R
I
O
R
S
I
D
E
O
F
E
X
T
E
R
I
O
R
M
E
T
A
L
S
T
U
D
W
A
L
L
S
B
E
H
I
N
D
T
H
E
G
Y
P
.
B
O
A
R
D
I
N
CL
I
M
A
T
E
Z
O
N
E
S
5
,
6
,
7
,
8
A
N
D
M
A
R
I
N
E
4
.
GE
N
E
R
A
L
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
MA
T
E
R
I
A
L
CO
L
O
R
FI
N
I
S
H
SY
S
T
E
M
IN
T
E
R
I
O
R
W
A
L
L
FI
N
I
S
H
T
A
G
SH
O
P
D
R
A
W
I
N
G
S
R
E
Q
U
I
R
E
D
F
O
R
S
U
B
M
I
T
T
A
L
ON
L
Y
T
H
E
F
O
L
L
O
W
I
N
G
S
H
O
P
D
R
A
W
I
N
G
S
A
R
E
T
O
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
F
O
R
R
E
V
I
E
W
:
1.
JO
I
S
T
&
D
E
C
K
2.
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
AD
D
I
T
I
O
N
A
L
L
Y
,
A
N
Y
I
T
E
M
S
P
R
O
P
O
S
E
D
T
O
B
E
U
S
E
D
I
N
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
T
H
A
T
A
R
E
N
O
T
A
S
SP
E
C
I
F
I
E
D
I
N
T
H
E
P
R
O
J
E
C
T
S
P
E
C
I
F
I
C
A
T
I
O
N
S
M
U
S
T
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
F
O
R
R
E
V
I
E
W
.
NO PARKING
NO PARKING
16
D
O
O
R
F
R
E
E
Z
E
R
16
'
-
0
"
x
43
'
-
7
"
V
E
R
I
F
Y
F
R
E
E
Z
E
R
S
I
Z
E
W
I
T
H
A
L
D
I
RE
P
B
E
F
O
R
E
C
O
N
S
T
R
U
C
T
I
O
N
B
E
G
I
N
S
D1
A3
0
5
REF.DRINKINGFOUNTAINS
C1
A4
0
1
B2A401
A1
A5
0
4
B1A303D1A304 D1A303 4A201
2A2
0
1
A3
A5
1
3
B1A304
B1
A5
0
2
SE
A
M
F
O
R
S
T
A
I
N
L
E
S
S
ON
T
H
I
S
S
I
D
E
C3A512 B2A512 FD FDFD
BA
C
K
RO
O
M
10
9
WOMENS103 BREAKROOM106OFFICE107HALL104MENS105 UTILITYAREA108
SA
L
E
S
10
2
C2
/
B
1
C
3
A2
1
2
C3
D2
/
B
1
107 105103 106109D 109CBC NOTES:1.REFER TO DRAWING A-603 FOR COLOR/ FINISH/MATERIAL SCHEDULES.2.ALL PARTITION DIMENSIONS ARE TO FACE OF STUDUNLESS NOTED OTHERWISE (IE. CLEAR)3.PROVIDE BLOCKING AS NEEDED FOR ALL WALLMOUNTED ITEMS4.FLAT STEEL IS REQ'D AT MERCH. FIXTURES COORDLOCATIONS w/ ALDI REP.5.REFER TO DRAWING A-603 FOR INTERIOR METALSTUD INFORMATION6.EXTENT OF INSULATED COOLER AND FREEZER SLABTO OUTSIDE FACE OF FREEZER AND COOLER BOXESINDICATES COLUMN DESIGNATION 3/4" PORCELAIN TILE OVER1 7/8" MORTAR BEDOVER CONCRETE SLAB -PROVIDED BY OWNERCONCRETE SLAB - SMOOTH FINISHCONCRETE SLAB (FREEZER)- MEDIUM BROOM FINISHCONCRETE SLAB (COOLER) - SMOOTH FINISH FLOOR FINISH SCHEDULEA213A1D1-D3A511 B1A305A215C1B1A1D1A216B1A1D1C1A215D2A2B2C2A215C3B3A3D3A216D2C2B2A2 BOLLARD CENTERLINE DIMENS
I
O
N
S
ARE FOR REFERENCE ONLY - V
E
R
I
F
Y
WITH EXACT LOCATION OFEQUIPMENT IN FIELDDEFGA1A306REFER TO DWG A-1
1
1
FOR WALLS THAT E
X
T
E
N
D
TO UNDERSIDE OF
D
E
C
K
A
H
K
A1A301A1A302 VESTIBULE101101A101B 101C12'-4"17'-11"A602 D1C1B1A1
16
D
O
O
R
C
O
O
L
E
R
22
'
-
0
"
x
65
'
-
0
"
VE
R
I
F
Y
C
O
O
L
E
R
S
I
Z
E
W
I
T
H
A
L
D
I
R
E
P
BE
F
O
R
E
C
O
N
S
T
R
U
C
T
I
O
N
B
E
G
I
N
S
A2
A5
1
1
B1
A5
1
1
C1
-
C
2
A5
1
1
A1
A5
1
1
C3
A5
1
1
B2A5
1
1
B3
A5
1
1
A2
A5
1
2
A2
A5
1
3
AL
I
G
N
F
A
C
E
O
F
S
T
U
D
@
SO
F
F
I
T
W
/
S
T
U
D
A
B
O
V
E
FR
E
E
Z
E
R
ME
A
T
C
O
O
L
E
R
10
'
-
0
"
x
17
'
-
6
"
A2
1
4
C1
/
C
2
C3
A2
1
3
C1
C2
\
C
3
10
2
A
D2
A4
0
1
RE
F
.
E
V
A
P
.
AB
O
V
E
T
Y
P
.
HD
HD
HD
HD
HD
C1
A3
0
6
B1
A4
0
1
RE
F
.
E
V
A
P
.
AB
O
V
E
T
Y
P
HD
HD
1A2
0
1
3A2
0
1
C1
A3
0
5
A1
A3
0
5
D2
A5
0
3
10
9
A
10
9
B
CH
A
R
G
E
R
SH
E
L
F
32'-0"
14
2
'
-
8
"
88'-0"
118'-0"
MASONRY DIMS
OVERALL DIMS
17
8
'
-
0
"
PILASTER DIMS OVERALL DIMS
24
'
-
0
"
8"
30'-0"
COLUMN GRID DIMS 44'-1 1/2"24'-0"24'-1 1/2"
10 1/2"1'-7 1/2"
10 1/2"14'-6 1/2"14'-9"
16
'
-
6
"
5'-
6
"
11
'
-
0
"
10 1/2"
24
'
-
1
1
1
/
2
"
23
'
-
1
1
"
9"
COLUMN DIMS
B1
A5
0
5
11'-2"
10
1
/
4
"
1'-0"
25
'
-
0
"
24
'
-
8
"
1'
-
2
1
/
2
"
19'-0"
3'-4"M.O.
22
'
-
0
"
MASONRY DIMS 1'-8"4"22'-8"2'-0"22'-8"
2'
-
0
"
22
'
-
8
"
2'
-
0
"
22
'
-
8
"
2'
-
0
"
22
'
-
8
"
2'
-
0
"
22
'
-
8
"
2'
-
0
"
26
'
-
8
"
1'-
8
"
4"
4"1'-8"
26'-8"
1'-8"4"
20'-4"2'-0"20'-0"2'-0"20'-0"2'-0"20'-0"
1'-8"
PILASTER DIMS
3'
-
4
"
M.
O
.
7'
-
4
"
8'
-
0
"
M.
O
.
3'
-
0
"
1'-
0
"
T
Y
P
.
3'
-
4
"
11'-6"
4'
-
0
"
1'-
6
"
7'-6"
4"
5'
-
9
"
23
'
-
0
"
2'
-
0
"
4"
25'-4"25'-4"26'-4"
9'-10"
16
'
-
0
"
5'-
6
"
11
'
-
0
"
10
1
/
2
"
3'-4 1/2"
HDHDHDHDHDHD
PO
R
C
E
L
A
I
N
T
I
L
E
C
O
N
T
R
O
L
J
O
I
N
T
S
-
C
O
O
R
D
I
N
A
T
E
L
O
C
A
T
I
O
N
W
I
T
H
TI
L
E
I
N
S
T
A
L
L
E
R
A
N
D
A
L
D
I
RE
P
R
E
S
E
N
T
A
T
I
V
E
A214A12'-0"22'-4"3'-4"16'-0"3'-4"21'-4"
3'
-
4
"
15
4
'
-
0
"
3'-4"3'-4"21'-4"118'-8"
19'-6 1/2"24'-8"
27
'
-
5
1
/
2
"
1'-5 1/2"3'-4"24'-8"1'-1 1/2" TYP.EXTERIOR
WALL
THICKNESS
MASONRY &PILASTER DIMSCOLUMN GRID DIMSOVERALL DIMS OVERALL DIMSCOLUMN GRIDDIMSMASONRY &PILASTER DIMS
5'
-
3
"
26
'
-
8
"
15
'
-
8
"
19
'
-
6
"
24'-0"24'-1 1/2"21'-4"10 1/2"10'-0"12'-10 1/2"16'-0"19'-6 1/2"1"
1"
24
'
-
0
"
2'
-
0
"
24
'
-
8
"
2'
-
0
"
24
'
-
8
"
2'
-
0
"
25
'
-
8
"
1'
-
8
"
2'-0"22'-0"1'-8"4"
4'
-
4
"
M.
O
.
24'-0"2'-0"1'-5 1/2"
73'-1"
73'-1"
11
'
-
0
"
7'
-
2
"
43
'
-
7
"
16'-0"
17'-6"
4'-6"
22'-0"
6'
-
0
"
2'-7"
6'-0"
5'-0"
8'
-
8
"
CL
E
A
R
65
'
-
0
"
4'-2"
9
1
/
8
"
12
'
-
7
5
/
8
"
3'
-
8
7
/
8
"
3'-10"
16
'
-
6
"
9'
-
4
"
10
'
-
0
"
6'
-
6
"
8'-0"
7'-5"
10
'
-
5
"
2'-0"
FROM COLUMN C.L.
20'-8"
HD
HD
HD
HD
HD
HD
HD
HD
HD
A1
A5
1
1
B1
A3
0
6
4"
4"
J
L
D3
A5
0
5
SU
M
P
P
U
M
P
CO
V
E
R
B2
A5
0
4
SI
M
.
A1
A3
0
6
10
2
B
PL
A
N
N
O
R
T
H
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A101-A121.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
1Floor PlanSCALE: 1/8" = 1'-0"
Fl
o
o
r
P
l
a
n
A-
1
0
1
NO PARKING
NO PARKING
CONNECT TO STORM LINE,SEE CIVIL DRAWINGS LINE OF 8" DIA. DOWNSPOUTCONNECTION LOCATIONBELOW, TYP. SEE CIVILDWGS FOR CONTINUATION
TY
P
.
ABOVETYP.TYP.BLRD-3 CRT-RLSSBR BATTERY CHARGER SHELF - SEE DETAILC2/A513WALK OFF MAT - VERIFY W/ OWNER6" THICK EQUIPMENT PAD - VERIFY SIZEW/ ELEC AND PLUMBINGCONTRACTORS PRIOR TO INSTALLATIONHOLLOW METAL FRAMED "ONE WAY"TEMPERED WINDOW w/ REMOVABLESTOP ON SALES ROOM SIDE CART RAILING - 6'-0" X 2'-11" HIGH REFER TOELEVATIONS - COORD LAYOUT WITH ALDICONSTRUCTION REPRESENTATIVE. NOT USED WITH CARTWALL OPTION. 3" GALVANIZED STEEL POSTS - CENTERED WITHINROWS. ATTACH OWNER PROVIDED STARTER CHAINS FORCART SYSTEM - COORD LAYOUT WITH ALDICONSTRUCTION REPRESENTATIVEMOP BASIN - INSTALL BOTTOM OF BASIN @ FINISHEDFLOOR ELEVATION SEE DETAIL A2,C3/A511 BLRD-4TR-1AC-5 ANODIZED ALU
M
I
N
U
M
D
O
O
R
P
R
O
T
E
C
T
O
R
S
(
Q
U
A
N
T
I
T
Y
OF 4) COORD L
O
C
A
T
I
O
N
S
W
I
T
H
A
L
D
I
C
O
N
S
T
R
U
C
T
I
O
N
REPRESENTATIV
E
.
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
E
C
T
I
O
N
0
5
5
0
0
0
PIPE RAILINGSSTAINLESS STEEL
C
O
L
U
M
N
C
O
V
E
R
S
T
O
6
'
-
0
"
A
.
F
.
F
.
-
SEE DETAIL A3/A
5
1
3
SEE SE
C
T
I
O
N
A
1
/
A
3
0
2
TRASH
R
E
C
E
P
T
A
C
L
E
-
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
W
I
T
H
OWNER'S REPRE
S
E
N
T
A
T
I
V
E
UPS SHELF. REFE
R
T
O
I
N
T
E
R
I
O
R
ELEVATIONS FO
R
L
O
C
A
T
I
O
N
C
3
/
A
5
1
3
FIRE EXTINGUISH
E
R
FIRE & WATER S
E
R
V
I
C
E
-
S
E
E
P
L
U
M
B
I
N
G
D
W
G
S
.
ROOF LEADER -
S
E
E
P
L
U
M
B
I
N
G
D
R
A
W
I
N
G
S
HAND
D
R
Y
E
R
-
3
5
2
9
,
'
(
µ
:
,
'
(
;
µ
7
$
/
/
;
µ7+,&.%58
6
+
(
'
6
7
$
,
1
/
(
6
6
6
7
(
(
/
:
$
/
/
*
8
$
5
'
:
,
7
+
6$7,1),1,6+%(
/
2
:
+
$
1
'
'
5
<
(
5
3
5
2
9
,
'
(
ô
µ
5
$
'
,
8
6
CORNERS ON W
A
L
L
G
U
A
R
D
.
BR
SA
L
E
S
F
L
O
O
R
F
L
A
T
S
T
E
E
L
F
O
R
M
E
R
C
H
A
N
D
I
S
E
G
O
N
D
O
L
A
S
.
CO
O
R
D
L
O
C
A
T
I
O
N
S
W
I
T
H
A
L
D
I
C
O
N
S
T
R
U
C
T
I
O
N
R
E
P
.
S
E
E
SP
E
C
.
S
E
C
T
I
O
N
0
5
5
0
0
0
;
P
A
I
N
T
T
O
M
A
T
C
H
V
I
N
Y
L
B
A
S
E
HA
N
G
I
N
G
S
I
G
N
F
R
A
M
E
-
G
R
A
P
H
I
C
I
N
S
E
R
T
P
R
O
V
I
D
E
D
B
Y
OW
N
E
R
.
S
E
E
D
E
T
A
I
L
S
C
2
,
D
2
/
A
6
0
2
.
(4
)
H
E
A
V
Y
D
U
T
Y
C
O
A
T
H
O
O
K
S
RO
O
F
L
E
A
D
E
R
C
L
E
A
N
-
O
U
T
O
N
E
X
T
E
R
I
O
R
HO
S
E
B
I
B
FI
R
E
D
E
P
A
R
T
M
E
N
T
C
O
N
N
E
C
T
I
O
N
-
S
E
E
F
I
R
E
P
R
O
T
E
C
T
I
O
N
DW
G
S
.
ST
R
I
P
E
A
R
E
A
I
N
F
R
O
N
T
O
F
I
M
P
A
C
T
D
O
O
R
S
,
M
A
N
A
G
E
R
'
S
DE
S
K
,
A
N
D
E
L
E
C
P
A
N
E
L
S
P
T
-
1
0
/
C
L
-
4
.
IM
P
A
C
T
D
O
O
R
S
&
H
A
R
D
W
A
R
E
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
P
E
R
MF
R
'
S
W
R
I
T
T
E
N
I
N
S
T
R
U
C
T
I
O
N
S
.
F
L
O
O
R
M
O
U
N
T
E
D
B
U
M
P
E
R
R
A
I
L
-
P
R
E
-
D
R
I
L
L
MO
U
N
T
I
N
G
H
O
L
E
S
P
R
I
O
R
T
O
I
N
S
T
A
L
L
A
T
I
O
N
O
F
MU
L
T
I
D
E
C
K
U
N
I
T
S
.
H
O
L
D
A
S
C
L
O
S
E
A
S
P
O
S
S
I
B
L
E
T
O
MU
L
T
I
D
E
C
K
U
N
I
T
S
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
P
E
R
M
F
R
'
S
W
R
I
T
T
E
N
IN
S
T
R
U
C
T
I
O
N
S
.
AC
-
1
DO
C
K
L
E
V
E
L
E
R
A
N
D
S
E
A
L
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
P
E
R
M
F
R
'
S
WR
I
T
T
E
N
I
N
S
T
R
U
C
T
I
O
N
S
.
Mc
C
U
E
S
E
C
U
R
I
T
Y
R
A
I
L
I
N
G
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
P
E
R
M
F
R
'
S
WR
I
T
T
E
N
I
N
S
T
R
U
C
T
I
O
N
S
.
TR
A
C
K
G
U
A
R
D
S
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
P
E
R
M
F
R
'
S
W
R
I
T
T
E
N
IN
S
T
R
U
C
T
I
O
N
S
.
Mc
C
U
E
E
Q
U
I
P
M
E
N
T
G
U
A
R
D
R
A
I
L
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
P
E
R
MF
R
'
S
W
R
I
T
T
E
N
I
N
S
T
R
U
C
T
I
O
N
S
.
B
A
B
Y
C
H
A
N
G
I
N
G
S
T
A
T
I
O
N
RE
C
A
L
L
S
H
E
L
V
I
N
G
-
S
E
E
A
4
0
1
F
O
R
A
D
D
I
T
I
O
N
A
L
IN
F
O
R
M
A
T
I
O
N
M
c
C
U
E
C
A
R
T
S
T
O
P
U
G
1
5
0
1
2
-
S
E
E
S
P
E
C
;
I
N
S
T
A
L
L
PE
R
M
F
R
'
S
W
R
I
T
T
E
N
I
N
S
T
R
U
C
T
I
O
N
S
BR
-
C
WA
L
L
M
O
U
N
T
E
D
S
A
C
K
I
N
G
CO
U
N
T
E
R
,
S
E
E
D
E
T
A
I
L
C
3
/
A
5
1
2
I
N
S
T
A
L
L
A
T
A
L
L
I
N
S
I
D
E
AN
D
O
U
T
S
I
D
E
C
O
R
N
E
R
S
A
T
SA
L
E
S
A
N
D
H
A
L
L
PO
W
E
R
W
A
L
L
-
R
E
F
E
R
T
O
EL
E
C
T
R
I
C
A
L
D
R
A
W
I
N
G
S
SP
O
T
M
E
R
C
H
A
N
D
I
S
E
R
ME
R
C
H
A
N
D
I
S
I
N
G
F
I
X
T
U
R
E
S
CG
-
A
KEYED NOTES:NUMBERS 00 THRU 49 ARECONTRACTOR PROVIDED (Furnished & Installed) 6" PALLET BUMPER REFER TO DWG. B1/A502 -CONTRACTOR SHALL FULLY WELD ALL SEAMS AND GRINDSMOOTH PRIOR TO PAINT 4" CONC. CART BUMPER - PROVIDE SAWN ORTOOLED JOINTS AT ALL CORNERS TUBE STEEL - SEE DETAIL D1/A513ROOF ACCESS LADDER PROVIDE AT ALL INSIDE AND OUTSIDE CORNERSOF UTILITY ROOM AND BACK ROOM3,3(%2//$5'SEE STRUCTURAL DWGS.3/8" x 4" x 12" w/ LLV BENT PLATE PALLET BUMPER; HOLDTIGHT TO WALL - TYP @ MEAT COOLER & RECALLSHELVINGREVERSE ANGLE PALLET BUMPER - HOLD TIGHTTO WALLMcCUE BUMPER GUARD - REFER TO INTERIORELEVATIONS FOR LOCATIONS. INSTALL PER MFRRECOMMENDATIONS; SEE SPEC.WATER HEATER SHELF - SEE INT. ELEV. A1/A213 CPBCRTBSTBBLRD-2 CG-ST
NU
M
B
E
R
S
5
0
T
H
R
U
6
9
A
R
E
OW
N
E
R
F
U
R
N
I
S
H
E
D
&
C
O
N
T
R
A
C
T
O
R
I
N
S
T
A
L
L
E
D
REFER TO APPENDIX 'A' OF THE PROJECT MANUA
HA
N
G
I
N
G
"
N
O
P
A
R
K
I
N
G
"
S
I
G
N
CH
E
C
K
O
U
T
C
O
U
N
T
E
R
W
I
T
H
DU
M
P
B
I
N
-
P
A
R
T
I
A
L
L
Y
AS
S
E
M
B
L
E
D
CH
E
C
K
O
U
T
C
O
U
N
T
E
R
S
-
PA
R
T
I
A
L
L
Y
A
S
S
E
M
B
L
E
D
IN
T
E
R
I
O
R
G
R
A
P
H
I
C
S
&
MI
L
L
W
O
R
K
-
T
O
B
E
I
N
S
T
A
L
L
E
D
PR
I
O
R
T
O
S
T
O
R
E
T
U
R
N
O
V
E
R
T
O
OP
E
R
A
T
I
O
N
S
CO
O
L
E
R
/
F
R
E
E
Z
E
R
R
A
C
K
I
N
G
SY
S
T
E
M
SA
F
E
&
S
A
F
E
C
A
B
I
N
E
T
,
S
E
E
DE
T
A
I
L
S
C
1
,
B
2
/
A
5
1
3
LO
C
K
E
R
S
CA
B
I
N
E
T
S
&
C
A
S
E
W
O
R
K
CO
A
T
C
L
O
S
E
T
TA
B
L
E
&
C
H
A
I
R
S
NU
M
B
E
R
S
7
0
T
H
R
U
9
9
A
R
E
OW
N
E
R
P
R
O
V
I
D
E
D
(
F
u
r
n
i
s
h
e
d
&
I
n
s
t
a
l
l
e
d
)
-
RE
F
E
R
T
O
A
P
P
E
N
D
I
X
'
B
'
O
F
T
H
E
P
R
O
J
E
C
T
M
A
N
U
A
L
WA
L
K
-
I
N
C
O
O
L
E
R
WA
L
K
-
I
N
F
R
E
E
Z
E
R
PA
L
L
E
T
J
A
C
K
S
/
S
T
A
C
K
E
R
S
FU
T
U
R
E
C
H
E
C
K
O
U
T
MU
L
T
I
D
E
C
K
U
N
I
T
AU
T
O
M
A
T
I
C
S
L
I
D
I
N
G
D
O
O
R
S
W
I
T
H
BR
E
A
K
A
W
A
Y
H
I
N
G
E
D
E
M
E
R
G
E
N
C
Y
E
X
I
T
TI
M
E
C
L
O
C
K
M
O
U
N
T
I
N
G
B
R
A
C
K
E
T
DU
M
P
S
T
E
R
I.
T
.
R
A
C
K
WA
L
K
-
I
N
M
E
A
T
C
O
O
L
E
R
SH
O
P
P
I
N
G
C
A
R
T
S
BA
L
E
R
AL
A
R
M
C
O
N
T
R
O
L
B
O
A
R
D
UN
D
E
R
C
O
U
N
T
E
R
S
M
A
R
T
S
A
F
E
FL
O
O
R
S
C
R
U
B
B
E
R
RE
F
R
I
G
E
R
A
T
I
O
N
C
O
M
P
R
E
S
S
O
R
SO
A
P
D
I
S
P
E
N
S
E
R
TO
I
L
E
T
T
I
S
S
U
E
D
I
S
P
E
N
S
E
R
-
S
E
E
D
R
A
W
I
N
G
A2
1
5
IN
T
E
R
I
O
R
G
R
A
P
H
I
C
S
P
A
C
K
A
G
E
(
P
R
I
N
T
GR
A
P
H
I
C
L
E
T
T
E
R
I
N
G
A
N
D
B
A
N
N
E
R
S
)
T
O
B
E
IN
S
T
A
L
L
E
D
B
Y
O
W
N
E
R
P
R
I
O
R
T
O
S
T
O
R
E
TU
R
N
O
V
E
R
O
P
E
R
A
T
I
O
N
S
(A
B
O
V
E
)
PL
A
N
N
O
R
T
H
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A101-A121.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
1
Ke
y
e
d
N
o
t
e
s
P
l
a
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
NO
T
E
S
:
A.
VE
R
I
F
Y
I
N
S
T
A
L
L
A
T
I
O
N
O
F
A
L
L
OW
N
E
R
F
U
R
N
I
S
H
E
D
I
T
E
M
S
W
I
T
H
OW
N
E
R
'
S
R
E
P
R
E
S
E
N
T
A
T
I
V
E
.
B.
RE
F
E
R
T
O
D
R
A
W
I
N
G
A
-
6
0
3
F
O
R
CO
L
O
R
/
F
I
N
I
S
H
/
M
A
T
E
R
I
A
L
SC
H
E
D
U
L
E
S
.
Ke
y
e
d
No
t
e
s
P
l
a
n
A-
1
0
2
+9'-6"+9'-6"+9'-6"+10'-0"+10'-0"FREEZ
E
R
B
O
X
TOP @
+
1
0
'
-
0
"
CO
O
L
E
R
B
O
X
TO
P
@
+
1
0
'
-
0
"
7'-4"+/-15'-2 3/8"13'-11 1/2"15'-10 1/4"5'-10"
A1
A5
1
1
ALUM SOFFIT - REFER TOWALL SECTIONS 6'-1"12'-0"13'-0"
EX
P
-
1
5'-3 3/8"
CO
O
R
D
W
/
EL
E
C
T
R
I
C
A
L
DW
G
S
2'-8 1/2"
C2
A5
1
1
5'-10"17'-6"17'-6"
17
'
-
6
"
17
'
-
6
"
17
'
-
6
"
17
'
-
6
"
5'
-
7
"
4'
-
1
0
"
4'-8 3/4"
BA
C
K
RO
O
M
10
9
WOMENS103 BREAKROOM106OFFICE107MENS105 UTILITYAREA108HALL104
8"
EQ
.
EQ
.
NO
T
E
:
1.
CO
O
R
D
I
N
A
T
E
W
I
T
H
S
T
R
U
C
T
U
R
A
L
,
P
L
U
M
B
I
N
G
,
M
E
C
H
A
N
I
C
A
L
AN
D
E
L
E
C
T
R
I
C
A
L
F
O
R
A
L
L
I
T
E
M
S
P
R
O
V
I
D
E
D
B
Y
T
H
O
S
E
DI
S
C
I
P
L
I
N
E
S
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
LA
Y
I
N
G
O
U
T
A
L
L
C
E
I
L
I
N
G
M
O
U
N
T
E
D
E
L
E
M
E
N
T
S
W
I
T
H
A
L
L
OT
H
E
R
C
E
I
L
I
N
G
M
O
U
N
T
E
D
E
Q
U
I
P
M
E
N
T
A
N
D
S
T
R
U
C
T
U
R
E
A
N
D
CO
R
R
E
C
T
I
N
G
A
N
Y
I
N
T
E
R
F
E
R
E
N
C
E
P
R
I
O
R
T
O
I
N
S
T
A
L
L
A
T
I
O
N
.
2.
PA
I
N
T
A
L
L
C
E
I
L
I
N
G
M
O
U
N
T
E
D
I
T
E
M
S
O
N
S
A
L
E
S
F
L
O
O
R
,
IN
C
L
U
D
I
N
G
B
U
T
N
O
T
L
I
M
I
T
E
D
T
O
H
V
A
C
D
I
F
F
U
S
E
R
S
A
N
D
RE
T
U
R
N
S
,
T
H
R
E
A
D
E
D
R
O
D
,
C
O
N
D
U
I
T
A
N
D
S
P
R
I
N
K
L
E
R
P
I
P
I
N
G
.
DO
N
O
T
P
A
I
N
T
L
O
U
V
R
E
A
N
D
F
R
A
M
E
O
N
C
E
S
U
N
I
T
S
U
P
P
L
Y
DI
F
F
U
S
E
R
.
3.
AL
L
D
I
M
E
N
S
I
O
N
S
A
R
E
T
O
F
A
C
E
O
F
W
A
L
L
F
I
N
I
S
H
U
N
L
E
S
S
OT
H
E
R
W
I
S
E
N
O
T
E
D
.
4.
AL
L
D
I
M
E
N
S
I
O
N
S
T
O
L
I
G
H
T
L
O
C
A
T
I
O
N
S
A
R
E
T
O
C
E
N
T
E
R
L
I
N
E
OF
F
I
X
T
U
R
E
.
5.
CA
U
L
K
A
L
L
S
U
S
P
E
N
D
E
D
C
E
I
L
I
N
G
T
O
W
A
L
L
I
N
T
E
R
S
E
C
T
I
O
N
S
-
SE
E
S
P
E
C
S
E
C
T
I
O
N
0
7
9
2
0
0
.
6.
AL
L
I
N
T
E
R
I
O
R
W
A
L
L
S
E
X
C
E
P
T
S
H
A
D
E
D
P
O
R
T
I
O
N
S
E
X
T
E
N
D
T
O
UN
D
E
R
S
I
D
E
O
F
D
E
C
K
.
7.
PR
O
V
I
D
E
H
O
L
D
D
O
W
N
C
L
I
P
S
A
T
C
E
I
L
I
N
G
S
I
N
E
N
T
R
Y
VE
S
T
I
B
U
L
E
.
8.
AL
L
D
I
M
E
N
S
I
O
N
S
T
O
L
I
G
H
T
L
O
C
A
T
I
O
N
S
A
R
E
T
O
T
H
E
CE
N
T
E
R
L
I
N
E
O
F
T
H
E
F
I
X
T
U
R
E
.
C
E
N
T
E
R
L
I
G
H
T
F
I
X
T
U
R
E
S
I
N
AI
S
L
E
S
I
N
S
A
L
E
S
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
.
C
O
N
F
I
R
M
ME
R
C
H
A
N
D
I
S
I
N
G
F
I
X
T
U
R
E
S
L
A
Y
O
U
T
W
I
T
H
A
L
D
I
R
E
P
P
R
I
O
R
T
O
IN
S
T
A
L
L
A
T
I
O
N
O
F
L
I
G
H
T
F
I
X
T
U
R
E
S
.
6-WAY DIFFUSE
R
-
S
E
E
M
E
C
H
A
N
I
C
A
L
D
W
G
S
14'-9 1/2"
C2
A5
1
1
CO
O
R
D
I
N
A
T
E
L
O
C
A
T
I
O
N
OF
B
A
L
E
R
R
A
M
W
/
A
L
L
CE
I
L
I
N
G
M
O
U
N
T
E
D
I
T
E
M
S
PR
I
O
R
T
O
I
N
S
T
A
L
L
A
T
I
O
N
SA
L
E
S
10
2
EXPCL-1FLATPT-2ABOVE
EX
P
CL
-
1
FL
A
T
PT
-
2
AB
O
V
E
GY
P
B
D
CL
-
2
FL
A
T
PT
-
7
SO
F
F
I
T
@
8
'
-
9
"
A
.
F
.
F
.
GY
P
B
D
CL
-
8
FL
A
T
PT
-
6
CE
I
L
I
N
G
@
1
0
'
-
0
"
A
.
F
.
F
.
GYP BDCL-2FLATPT-7SOFFIT @ 8'-9" A.F.F.
GY
P
B
D
CL
-
2
FL
A
T
PT
-
7
SO
F
F
I
T
@
7
'
-
3
3
/
4
"
A
.
F
.
F
.
8'
-
9
"
8'-10"
18
'
-
0
"
18
'
-
0
"
4'-8"
9'
-
5
"
5'
-
0
"
12
'
-
1
0
"
18
'
-
9
"
8'-5"
HA
N
G
I
N
G
"
N
O
P
A
R
K
I
N
G
"
S
I
G
N
TO
B
E
H
U
N
G
F
R
O
M
N
E
A
R
E
S
T
JO
I
S
T
A
N
D
B
O
T
T
O
M
O
F
S
I
G
N
TO
B
E
A
T
9
'
-
0
"
A
.
F
.
F
.
HANGING SIGN - SEE DETAILD2/A602; CENTER BETWEENCART CORRAL WALLSHANGING SIGN - SEE DETAILD2/A602; CENTER BETWEENCART CORRAL WALLS +10'-0"3'-5 3/4"VESTIBULE101J-BOXES ABOVE CEILING FOR 'FOODMARKET' AND 'ALDI' LOGO SIGNS - SEEELECTRICAL DWGS; DO NOT INSTALL GYPBD UNTIL SIGNAGE ELECTRICALROUGH-IN IS COMPLETE J-BOXES ABOVE CEILING FOR 'FOODMARKET' AND 'ALDI' LOGO SIGNS - SEEELECTRICAL DWGS; DO NOT INSTALLGYP BD UNTIL SIGNAGE ELECTRICALROUGH-IN IS COMPLETE
18
'
-
0
"
18
'
-
0
"
12'-0"
11
'
-
4
1
/
2
"
GYP BDCL-2FLATPT-7SOFFIT @ 8'-9" A.F.F.GYP BDCL-2FLATPT-7CEILING @ 9'-0" A.F.F.
4'-
1
1
1
/
4
"
11'-2"
13'-11"
8'-1 3/8"
7'-
0
3
/
4
"
6'
-
9
"
8'-2 3/4"
EX
P
CL
-
1
FL
A
T
PT
-
2
AB
O
V
E
2A1
1
1
GC
T
O
P
R
O
V
I
D
E
G
Y
P
.
B
D
.
FI
N
I
S
H
E
D
C
H
A
S
E
T
O
A
B
O
V
E
CO
O
L
E
R
F
O
R
M
D
U
R
E
F
.
PI
P
I
N
G
.
C
O
O
R
D
I
N
A
T
E
W
/
RE
F
.
C
O
N
T
R
A
C
T
O
R
.
A1
A5
1
1
8'-0"
6"6"
6"
1'-9"
3'-6"
1'-9"
5'
-
3
"
16
'
-
7
"
6"
17
'
-
0
"
OU
T
L
I
N
E
O
F
M
E
R
C
H
A
N
D
I
S
I
N
G
F
I
X
T
U
R
E
B
E
L
O
W
4'
-
0
"
4'
-
0
"
5'
-
3
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
6"4'-0"
4'
-
0
"
4'
-
0
"
4'
-
0
"
3'-6"
6"
EQ
.
EQ
.
EQ.
4'
-
0
"
3'
-
3
"
4'
-
0
"
3'
-
3
"
HA
N
G
I
N
G
G
R
A
P
H
I
C
S
-
T
O
P
@
1
0
'
-
6
"
A
F
F
.
BO
T
T
O
M
@
8
'
6
"
;
C
O
O
R
D
w
/
A
L
D
I
R
E
P
EQ.
PL
A
N
N
O
R
T
H
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A101-A121.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
1
Re
f
l
e
c
t
e
d
C
e
i
l
i
n
g
P
l
a
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
Re
f
l
e
c
t
e
d
Ce
i
l
i
n
g
P
l
a
n
A-
1
1
1
2
Tr
a
c
k
L
i
g
h
t
i
n
g
L
a
y
o
u
t
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
PL
A
N
N
O
R
T
H
SLOPED
STRUCTURE
OU
T
L
I
N
E
O
F
C
O
O
L
E
R
(
B
E
L
O
W
)
OUTLINE OF FREEZER
(
B
E
L
O
W
)
OU
T
L
I
N
E
O
F
MU
L
T
I
-
D
E
C
K
(
B
E
L
O
W
)
WALKWAY PADSROOF HATCH w/ SAFETYRAILS - COORD. LOCATIONW/ ROOF STRUCTURE ANDLADDER PLACEMENT BELOW
B2
A5
0
1
A2A501B3A501LINE OF EXTERIORBLDG. FACE (TYP.)
20
'
-
7
"
V
.
I
.
F
.
SLOPEDSTRUCTUREB3A501
24'-11 3/8" V.I.F.7'-3"
35'-10"18'-1"2" DIA. RGSCONDUIT - SEE ELEC EXHAUST VENTS - SEEMECH DWGS.
UN
I
T
H
E
A
T
E
R
F
L
U
E
-
SE
E
M
E
C
H
D
W
G
S
.
A1A503 A1A503 ROOF HYDRANT - SEEPLUMBING DRAWINGS77'-1" V.I.F.
85'-9" V.I.F.
RT
U
-
1
CR
I
C
K
E
T
EXHAUST VENT -SEE MECH DWGS.GRAY ROOF MEMBRANEAT BACK OF RAISEDPARAPETS - SEE SPEC GRAY ROOF MEMBRANEAT BACK OF RAISEDPARAPETS - SEE SPEC NOTE:1.ROOFTOP EQUIPMENT , SCUPPER AND ROOF DRAIN LOCATIONDIMENSIONS REFER TO EXTERIOR FACE OF MASONRY @FINISHED FLOOR.2.ROOF SYSTEM PERFORMANCE REQUIREMENTSA.ACCELERATED WEATHERING: ROOFING SYSTEM SHALLWITHSTAND 2000 HOURS OF EXPOSURE WHEN TESTED$&&25',1*72$670¬*¬$670¬*¬25$670¬*¬B.IMPACT RESISTANCE: ROOFING SYSTEM SHALL RESIST IMPACTDAMAGE WHEN TESTED ACCORDING TO $670¬'¬ OR$670¬'¬C.ROOFING SYSTEM DESIGN: TESTED BY A QUALIFIED TESTINGAGENCY TO RESIST THE FOLLOWING UPLIFT PRESSURES:1.1.CORNER UPLIFT PRESSURE: 72.2T LBF/SQ. FT.1.2.PERIMETER UPLIFT PRESSURE: 47 LB/SQ. FT.1.3.FIELD-OF-ROOF UPLIFT PRESSURE: 37.6 LBF/SQ. FT.D1A503 D1A503OPP.HAND DNDNDNDNCRICKET - SLOPE 1/4"PER FT @ CANOPY(TYP.)CRICKETCRICKET
42
'
-
5
"
SLOPED
STRUCTURE
PA
R
A
P
E
T
S
E
X
C
L
U
D
E
D
)
SQ
U
A
R
E
F
E
E
T
MA
I
N
R
O
O
F
A
R
E
A
18
,
1
4
8
CA
N
O
P
Y
R
O
O
F
A
R
E
A
71
4
TO
T
A
L
R
O
O
F
A
R
E
A
18
,
8
6
2
UN
I
T
H
E
A
T
E
R
F
L
U
E
-
SE
E
M
E
C
H
D
W
G
S
.
DN
22'-4"37'-9"
38
'
-
1
1
"
ROOF DRAIN ȭ DIMSRD D2A502
7'-5 1/2"
TYP.
RD
DN
DN
DNDNDN
RD
36
'
-
7
"
RD
DN
DN16
'
-
0
"
V
.
I
.
F
.
D3A503RDRDDOWNSPOUT (DS)DS ROUTE CANOPY ROOF DRAIN(DS) PIPING TO PILASTER, THENDOWN INSIDE PILASTER & TIEINTO STORM (TYP OF 2)TAPERED INSUL - SLOPE1/8" PER FTTAPERED INSUL - SLOPE1/8" PER FT DNDNDNDN
CL
CL
RE
F
R
I
G
E
R
A
T
I
O
N
UN
I
T
C
O
N
D
E
N
S
E
R
"P
A
T
E
"
P
I
P
E
C
U
R
B
P
C
A
-
2
WI
T
H
P
C
C
-
5
C
A
P
B
Y
G
C
-
SE
E
D
E
T
A
I
L
D
1
/
A
5
0
1
RO
O
F
C
U
R
B
B
Y
GC
SI
M
.
OP
P
.
HA
N
D
A2
A5
0
1
EX
T
E
N
T
O
F
C
O
N
T
I
N
U
O
U
S
KI
C
K
E
R
S
-
S
E
E
S
T
R
U
C
T
DW
G
S
EX
T
E
N
T
O
F
C
O
N
T
I
N
U
O
U
S
KI
C
K
E
R
S
-
S
E
E
S
T
R
U
C
T
DW
G
S
EX
T
E
N
T
O
F
C
O
N
T
I
N
U
O
U
S
KI
C
K
E
R
S
-
S
E
E
S
T
R
U
C
T
DW
G
S
EXTENT OF CONTINUOUSKICKERS - SEE STRUCTDWGS
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A101-A121.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
Ro
o
f
P
l
a
n
A-
1
2
1
1Roof PlanSCALE: 1/8" = 1'-0"PLAN NORTH
NO PARKING
NO PARKING
HU
B
D
R
A
I
N
(
C
A
P
P
E
D
FO
R
F
U
T
U
R
E
U
S
E
)
McCUESECURITY RAILVESTIBULE101 (73) MODEL 563WCART STORAGE(42) MODEL 563WCART STORAGE TRASH CAN 17'-10 1/2"12'-4"5'-11 3/4"7'-8"3'-2"
92
'
-
0
"
12'-0"3'-0"
DU
M
P
S
T
E
R
CH
A
R
G
E
R
S
H
E
L
F
15
3
'
-
4
"
24
'
-
8
"
17
8
'
-
0
"
30'-0"88'-0"
118'-0"
PA
L
L
E
T
JA
C
K
S
/
S
T
A
C
K
E
R
S
32
'
-
0
"
48
'
-
0
"
3'-
1
"
12'-0"
72'-11 1/4" CLEAR
WATER &FIRE RISERSCHECK LANE 52'-1"REF.DRINKINGFOUNTAINS
16
D
O
O
R
C
O
O
L
E
R
22
'
-
0
"
x
65
'
-
0
"
6" DIA. COVERED STEELPIPE BOLLARD (TYP. OF 7)1'-1 1/2" TYP.EXTERIORWALLTHICKNESS
3'-1"8'-6 3/4"7'-0"6'-2"7'-9"7'-0"7'-10"6'-2"11'-7 3/4"
3'
-
0
"
3'-0"LOCKERS
10
'
-
0
"
FLOOR DRAIN
65
'
-
0
"
22'-0"
8'
-
8
"
CL
E
A
R
BA
C
K
RO
O
M
10
9
WOMENS103 BREAKROOM106OFFICE107HALL104MENS105UTILITYAREA108
SA
L
E
S
10
2
7'-9"
8'-7 1/2"CLEAR
6'-7 5/8"
CLEAR
3'
-
3
"
3'-1"
32
'
-
0
"
3'
-
1
"
AL
D
I
F
I
N
D
S
7'-0"7'-10"6'-2"
3'
-
1
"
4'-8"4'-8"3'-0"4'-8"3'-0"4'-8"3'-0"
73'-1"
15
1
'
-
1
"
14'-0"
32
'
-
0
"
48
'
-
0
"
AL
D
I
F
I
N
D
S
16'-2"
5'-0"
RACKING
FLOORSCRUBBER
ME
A
T
CO
O
L
E
R
MA
N
A
G
E
R
OR
G
A
N
I
Z
A
T
I
O
N
D
E
S
K
HU
B
DR
A
I
N
7'-10"
3'-0"
HU
B
DR
A
I
N
11'-7"16'-0"
6'-2"
4'-8"
48
'
-
0
"
COAT CLOSETROOF LADDER
PR
O
D
U
C
E
7'-9"
3'-1"
12
'
-
5
7
/
8
"
C
L
E
A
R
3'
-
1
"
HU
B
DR
A
I
N
3'-
1
"
3'
-
1
"
3'
-
0
"
3'
-
3
"
3'
-
1
"
48
'
-
0
"
3'
-
0
"
8'-5 3/4"7'-2"
32
'
-
0
"
72'-9" MULTI-DECK UNITS
3'-1"
MC
C
U
E
BU
M
P
E
R
10
'
-
0
"
18'-2"
6'
-
0
"
HU
B
DR
A
I
N
10
'
-
5
"
TU
B
E
S
T
E
E
L
8'-0 1/2"
(8) AHT 'SY
D
N
E
Y
'
S
P
O
T
MERC
H
A
N
D
I
S
E
R
S
16
D
O
O
R
F
R
E
E
Z
E
R
16
'
-
0
"
x
43
'
-
7
"
16'-0"
2'-7"
6'-9 3/8"
27
'
-
2
3
/
4
"
16'-6"
13
'
-
5
3
/
4
"
CLEAR
43
'
-
7
"
6'-0"
4'-0"RACKING
5'-4"
BA
L
E
R
8'-0"4'-10"
HU
B
DR
A
I
N
RE
F
R
I
G
E
R
A
T
I
O
N
U
N
I
T
Mc
C
U
E
GU
A
R
D
R
A
I
L
HU
B
DR
A
I
N
7'-5"
12'-0"3'-1"
Mc
C
U
E
G
U
A
R
D
R
A
I
L
RE
C
A
L
L
S
H
E
L
V
I
N
G
16
'
-
6
"
5'
-
9
5
/
8
"
24
'
-
7
3
/
4
"
1'
-
8
5
/
8
"
12'-0"CHECKLANEBLASTS NOTINCLUDEDIN LINEARFOOTAGEOF BASE
12' 5DMLH-NRG
FRESH MEAT
12
'
5
D
M
L
H
-
N
R
G
FR
E
S
H
M
E
A
T
12' 6DMLH-NRG
PRODUCE
HU
B
D
R
A
I
N
(
C
A
P
P
E
D
FO
R
F
U
T
U
R
E
U
S
E
)
12
'
6
D
M
L
H
-
N
R
G
PR
O
D
U
C
E
8'-0"
HU
B
DR
A
I
N
HU
B
DR
A
I
N
12' 6DMLH-NRG
FRESH MEAT
12' 6DMLH-NRG
FRESH MEAT
12' 6DMLH-NRG
FRESH MEAT
12' 6DMLH-NRG
FRESH MEAT
OV
E
R
F
L
O
W
SIDE DOCK AREA SUMMARY OCCUPANCY USE ROOM NAMESQUARE FOOTAGE MERCANTILE SALES / VESTIBULE11,825 OFFICE252 BREAK ROOM305 MEN'S ROOM85 WOMEN'S ROOM83 HALL145 SUBTOTAL (MERCANTILE)12,695 STORAGE / STOCK BACKROOM3,235 COOLER1,311 FREEZER646 SUBTOTAL (STORAGE / STOCK)5,192 SUBTOTAL (OCCUPANCIES)17,887 EXTERIOR /INTERIOR WALLS / UNOCCUPIED SPACE963 BUILDING SQUARE FOOTAGE18,850 EXTERIOR CANOPY714 TOTAL SQUARE FOOTAGE (INCLUDING CANOPY)19,564 SIDE DOCK OP
E
R
A
T
I
O
N
S
D
A
T
A
ITEMV7.0 PROTOTY
P
E
TH
I
S
P
L
A
N
LINEAR FOOTAGE OF BASE(PRODUCE INCLUDED)877'-8"
87
7
'
-
8
"
ASSUMED PALLET STORAGE59
59
BUILDING DIMENSIONS118'-0" x 153'-4
"
11
8
'
-
0
"
x
1
5
3
'
-
4
"
SALES FLOOR DIMENSIONS73'-1" x 151'-1"
73
'
-
1
"
x
1
5
1
'
-
1
"
LENGTH OF MULTI-DECK96'
96
'
COOLER MILK DOORS4
4
COOLER GENERAL DOORS12
12
FREEZER GENERAL DOORS16
16
SPOT MERCHANDISERS8
8
CART STORAGE(115) MODEL 5
6
3
W
(1
1
5
)
M
O
D
E
L
5
6
3
W
NO
T
E
S
:
1.
TH
I
S
D
R
A
W
I
N
G
I
S
F
O
R
G
E
N
E
R
A
L
F
I
X
T
U
R
I
N
G
L
A
Y
O
U
T
AN
D
R
E
F
E
R
E
N
C
E
T
O
E
Q
U
I
P
M
E
N
T
O
N
L
Y
.
A
L
L
IN
F
O
R
M
A
T
I
O
N
I
S
F
O
R
A
L
D
I
O
P
E
R
A
T
I
O
N
A
L
U
S
E
O
N
L
Y
AN
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
O
R
BI
D
D
I
N
G
P
U
R
P
O
S
E
S
.
2.
AL
L
D
I
M
E
N
S
I
O
N
S
T
O
W
A
L
L
S
A
R
E
T
O
F
A
C
E
O
F
S
T
U
D
.
3.
TH
I
S
F
A
C
I
L
I
T
Y
D
O
E
S
N
O
T
C
O
N
T
A
I
N
A
B
A
K
E
R
Y
,
A
BU
T
C
H
E
R
,
A
D
E
L
I
O
R
F
I
S
H
C
O
U
N
T
E
R
.
4.
AL
L
F
O
O
D
I
S
P
R
E
P
A
C
K
A
G
E
D
.
T
H
E
R
E
I
S
N
O
O
N
S
I
T
E
FO
O
D
P
R
E
P
A
R
A
T
I
O
N
.
PL
A
N
N
O
R
T
H
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A131.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
1
Op
e
r
a
t
i
o
n
s
P
l
a
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
Op
e
r
a
t
i
o
n
s
P
l
a
n
A-
1
3
1
GR
A
D
E
L
I
N
E
-
S
E
E
C
I
V
I
L
D
W
G
S
.
TY
P
.
0'-0"FIN. FL
O
O
R
3'-6 3/
4
"
A
.
F
.
F
.
T.O. W
.
T
.
19'-9 1
/
2
"
A
.
F
.
F
.
T.O. O
U
T
R
I
G
G
E
R
S
T
U
D
EQEQ12'-0" A.F.F.B.O. PANELS11'-0" A.F.F.T.O. CANOPYSTEEL0'-0"FIN. FLOOR
TY
P
.
7'-11 5/8"SIGNOPNG.
TY
P
.
EQ EQEQEQ9'-6"SIGN OPNG.C1A5043'-6 3/4" A.F.F.T.O. W.T.GRADE LINE - SEE CIVIL DWGS.EQ EQ 28'-0" A.F.F.T.O. TOWER OUTRIGGER STUD24'-0" A.F.F.T.O. TOWER OUTRIGGER STUD19'-9 1/2" A.F.F.T.O. OUTRIGGER STUD
0'
-
0
"
FI
N
.
F
L
O
O
R
TY
P
.
TYP.
TY
P
.
3'
-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
.
T
.
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
O
U
T
R
I
G
G
E
R
S
T
U
D
EQ
EQ
0'
-
0
"
FI
N
.
F
L
O
O
R
12
'
-
0
"
A
.
F
.
F
.
B.
O
.
P
A
N
E
L
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
ST
E
E
L
7'
-
1
1
5
/
8
"
SI
G
N
OP
N
G
.
TY
P
.
TY
P
.
EQ EQ
EQ
EQ
EQ EQ
9'-6"
SIGN OPNG.
3'
-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
.
T
.
GR
A
D
E
L
I
N
E
-
S
E
E
C
I
V
I
L
D
W
G
S
.
28
'
-
0
"
A
.
F
.
F
.
T.
O
.
T
O
W
E
R
O
U
T
R
I
G
G
E
R
S
T
U
D
24
'
-
0
"
A
.
F
.
F
.
T.
O
.
T
O
W
E
R
O
U
T
R
I
G
G
E
R
S
T
U
D
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
O
U
T
R
I
G
G
E
R
S
T
U
D
C1
A5
0
4
OP
P
.
H
A
N
D
EXTERIOR FINISH SCHEDULEKEYMATERIAL / MFG.COLOR / NO.NOTESEDGE METAL BY FIRESTONEA1 - SLATE GRAYA1a - SILVER METALLICMODULAR BRICKFIELD COLOR - SEE SPECFIELD AND TRANSOM WINDOW SILLSMODULAR BRICKACCENT COLOR - SEE SPECPILASTERSSTOREFRONTANODIZED ALUM.RE: DWG. A602MEMBRANE ROOFINGGRAYAT BACK OF ALDI LOGO SIGN TOWER, FOOD MARKET SIGNTOWER AND CANOPY ROOF - SEE SPECIFICATIONS APPENDIX 'B'METAL SOFFIT PANELSSOLID PANELS - SEE SPECRE: DWG. A301-A304EXTERIOR PAINT BYSHERWIN-WILLIAMSPT-15 / CL-5RE: DWG. A603ALUMINUM COMPOSITEPANELA9 - BRIGHT SILVERA9a - SLATE GRAY PROVIDE PANEL JOINTS AS SHOWN - PROVIDE ONE PIECE TIGHTFIT EXTRUDED MOLDING INSTALLATION SYSTEM WITH CENTERREVEAL TRIM BETWEEN PANELS AND J TRIM AT PANEL EDGES.SPLIT-FACE CMUSEE SPECWATER TABLE FIELD - USE SMOOTH FACE BEHIND TRUCK DOCKSEAL.BLRD-2PT-15 / CL-4RE: DWG A603BLRD-4FACTORY FINISH - CHARCOALRE: DWG A603GUARD RAIL TYPE "A"PT-16 / CL-5RE: DWG A3/A503, A603GUARD RAIL TYPE "B"PT-16 / CL-5RE: DWG A3/A503, A603CART RAIL & STARTER POSTGALVANIZEDDOCK LEVELER / SEAL ANDBUMPERSLEVELER - FACTORY FINISH / SEAL AND BUMPERS- FACTORY FINISH - BLACKPROVIDE BRICK BEHIND DOCK SEAL IN LIEU OF CAST STONE SILLCONTROL JOINTMAX 30' OC RE: DWG. A504OVERFLOWPT-15 / CL-5LAMB'S TONGUE OVERFLOWFOOD MARKET SIGNAGEBY SIGN VENDOR19'-0 3/8"w. x 2'-0"h.ALDI TOWER SIGNBY SIGN VENDOR7'-11 1/8" w. x 9'-5 1/2" h. SEE DETAIL D1/A504; VERIFY SIGN SIZEPRIOR TO FRAMING OPENINGCRTBNATURALRE: DWG A603 - SEE STRUCTURAL DWGSCAST STONE SILLSEE SPECWATER TABLE TRIME.I.F.S. CORNICEBASIS OF DESIGN #142 SPECTRUM BROWNINCLUDES MATCHING PREFINISHED DRIP EDGEKNOX BOXFACTORY FINISHCONFIRM TYPE AND LOCATION WITH LOCAL FIRE MARSHALEXIT DISCHARGE LIGHTFACTORY FINISHMOUNT @ 8'-0" A.F.F.WALL SCONCEFACTORY FINISHMOUNT @ 7'-6" A.F.F.EXTERNAL SIRENFACTORY FINISHMOUNT @ 12'-0" A.F.F.UTILITY METERING & C.T.FACTORY FINISHSEE ELECTRICAL DWGSEXTERIOR WALL PACKFACTORY FINISHMOUNT @ 12'-0" A.F.F.EXTERIOR DUPLEXRECEPTACLEFACTORY FINISHMOUNT @ 1'-6" A.F.F. IN 4" SQUARE J-BOXFIRE DEPT. CONNECTIONFACTORY FINISHSEE FIRE PROTECTION DWGSMOTOR GONGFACTORY FINISHSEE FIRE PROTECTION DWGSHOSE BIBFACTORY FINISHSEE PLUMBING DWGSRPZ DISCHARGEFACTORY FINISHSEE PLUMBING DWGSSTOREFRONT KEYANODIZED ALUMINUMSHADED WINDOWS ARE SPANDREL - RE: DWG A602 DUMPSTER ENCLOSURERE. DWG A505 SIGNAGEDESCRIPTION
QU
A
N
T
I
T
Y
SQ
.
F
T
.
P
E
R
S
I
G
N
TO
T
A
L
S
TOWER SIGN
2
74
.
9
14
9
.
8
FOOD MARKET SIGN
2
38
.
1
76
.
2
TOTAL SIGNAGE
22
6
.
0
SIGNAGE IS SHOWN F
O
R
R
E
F
E
R
E
N
C
E
O
N
L
Y
A
N
D
S
H
A
L
L
B
E
U
N
D
E
R
S
E
P
A
R
A
T
E
PERMIT SUBMITTAL
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A201.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
1
Re
a
r
E
l
e
v
a
t
i
o
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
2
Fr
o
n
t
E
l
e
v
a
t
i
o
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
3
Si
d
e
E
l
e
v
a
t
i
o
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
4
Si
d
e
E
l
e
v
a
t
i
o
n
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
Ex
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
0
1
10'-6"
TRIM-TEX TE
A
R
A
W
A
Y
L
B
E
A
D
MOLDING -
(
T
Y
P
)
A
T
T
O
P
O
F
A
L
L
SALES FLOO
R
G
Y
P
.
B
D
.
W
A
L
L
S
C
J
A1
A3
0
5
A1
A5
1
1
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
(T
Y
P
)
EX
P
CL
-
1
FL
A
T
PT
-
2
(T
Y
P
)
C
J
LP
B
-
2
LPB-5
4'
-
0
"
SIGNAGE - TO BEDETERMINED
C
J
PL
Y
W
D
B
E
H
I
N
D
G
Y
P
B
D
F
R
O
M
7'
-
5
"
A
.
F
.
F
.
T
O
1
2
'
-
5
"
A
.
F
.
F
.
A
T
BA
C
K
W
A
L
L
F
O
R
G
R
A
P
H
I
C
B
O
X
AT
T
A
C
H
M
E
N
T
-
SE
E
S
E
C
T
I
O
N
S
DOUBLE THICKNESS GYP BDABOVE 12'-5" AT BACK WALL -SEE A1/A305LPB-1 GYP BDCL-8FLATPT-6CEILINGGYP BDCL-2FLATPT-6(TYP)STBCPBSALES CPBBACK ROOM(TYP.)13'-0"
MU
L
T
I
D
E
C
K
U
N
I
T
S
-
B
Y
O
W
N
E
R
DUPLEX RECEPT -SEE ELEC DWGS TRANSFER GRILLE -SEE MECH DWGS LED FIXTURE -SEE ELEC DWGSCG - A(TYP)VB-1 0'-0"FINISHED FLOOR 5'-10"T.O. LAMINATE 8'-9"B.O. SOFFIT 10'-0"CEILING
12
'
-
5
"
T.
O
.
P
L
Y
W
D
5'-
1
0
"
T.
O
.
L
A
M
I
N
A
T
E
B.
O
.
V
A
L
A
N
C
E
7'
-
5
"
B.
O
.
P
L
Y
W
D
/
T
I
L
E
10"
3'-6"
12
'
-
0
"
8'-
6
"
4'
-
0
"
16
'
-
0
"
4'
-
0
"
12'-
0
"
8'
-
6
"
4'
-
0
"
2'-6"
11'-8"PAINT LINECL-2 CL-1
11
'
-
8
"
T.
O
.
T
I
L
E
/
L
A
M
I
N
A
T
E
B
O
X
3'-6"
4'-0"
8'-2"
4'-0"
T-
4
LP
B
-
2
VA
L
A
N
C
E
M
O
U
N
T
E
D
SI
G
N
A
G
E
,
T
Y
P
-
O
W
N
E
R
SU
P
P
L
I
E
D
,
G
C
I
N
S
T
A
L
L
E
D
WA
L
L
M
O
U
N
T
E
D
G
R
A
P
H
I
C
-
O
W
N
E
R
SU
P
P
L
I
E
D
,
G
C
I
N
S
T
A
L
L
E
D
SU
S
P
E
N
D
E
D
G
R
A
P
H
I
C
H
U
N
G
w
/
AI
R
C
R
A
F
T
C
A
B
L
E
.
C
O
O
R
D
.
LO
C
A
T
I
O
N
O
F
F
O
F
W
A
L
L
W
I
T
H
AL
D
I
R
E
P
.
-
O
W
N
E
R
S
U
P
P
L
I
E
D
,
GC
I
N
S
T
A
L
L
E
D
10'-6"
20
'
-
0
1
/
2
"
TO
S
T
U
D
7'-8"
B.O. SIGN TYP.
SU
S
P
E
N
D
E
D
G
R
A
P
H
I
C
H
U
N
G
w
/
AI
R
C
R
A
F
T
C
A
B
L
E
.
C
O
O
R
D
.
LO
C
A
T
I
O
N
O
F
F
O
F
W
A
L
L
W
I
T
H
AL
D
I
R
E
P
.
-
O
W
N
E
R
S
U
P
P
L
I
E
D
,
GC
I
N
S
T
A
L
L
E
D
7'-8"
B.O. SIGN TYP.
MU
L
T
I
D
E
C
K
U
N
I
T
S
-
B
Y
O
W
N
E
R
BR
20
'
-
0
1
/
2
"
TO
S
T
U
D
MI
L
K
D
O
O
R
S
T
O
F
L
O
O
R
GCG - A(TYP)VB - 1LPB - 1 CG - A(TYP
)
VB - 1
SS
B
R
VB
-
1
LP
B
-
1
VB
-
1
LP
B
-
1
ST
B
CP
B
TRIM-TEX TEAR AWAY L BEAD MOLDING - (TYP
)
A
T
TOP OF ALL SALES FLOOR GYP. BD. WALLS
CG
-
A
(T
Y
P
)
FIRE EXTINGUISHER -SEE SPECIFICATIONS
ME
T
A
L
CL
-
2
FL
A
T
PT
-
4
GR
I
L
L
E
(
T
Y
P
)
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
SO
F
F
I
T
HMCL-5SEMIGLOSSPT-3FRAME
EX
P
CL
-
1
FL
A
T
PT
-
2
(T
Y
P
)
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
GYPSUM WALL BOARD CONTROLJOINTS (TYP) AT WINDOW/DOORJAMBS, AND AT 30'-0" O.C. (MAX.)
10
2
A
GYP BDCL-2FLATPT-6SOFFIT
HMCL
-
5
SE
M
I
G
L
O
S
S
PT
-
3
FR
A
M
E
D3A511TYP. @ALL JOISTS
TR
A
N
S
F
E
R
G
R
I
L
L
E
(
B
E
Y
O
N
D
)
-
SE
E
M
E
C
H
D
W
G
S
TRANSFER GRILLES - SEE MECH DWGS
IL
L
U
M
I
N
A
T
E
D
,
R
A
I
L
M
O
U
N
T
E
D
GR
A
P
H
I
C
-
O
W
N
E
R
S
U
P
P
L
I
E
D
,
G
C
IN
S
T
A
L
L
E
D
;
R
E
C
E
P
T
A
C
L
E
B
Y
E
.
C
.
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
RA
I
L
M
O
U
N
T
E
D
G
R
A
P
H
I
C
S
-
P
R
O
V
I
D
E
SO
L
I
D
W
O
O
D
B
L
O
C
K
I
N
G
A
T
C
E
N
T
E
R
L
I
N
E
OF
R
A
I
L
A
T
1
1
'
-
7
"
A
F
F
LPB - 1 106
9'
-
1
1
/
8
"
TO
S
T
U
D
CL-2 CL-1
10'-6"
8'
-
6
"
1'
-
6
1
/
4
"
3'
-
6
7
/
8
"
8'
-
6
"
5'
-
8
"
5'
-
1
0
"
5'
-
8
"
8'
-
6
"
3'
-
3
1
/
8
"
LI
N
E
O
F
F
R
E
E
Z
E
R
B
O
X
WALL MOUNTED GRAPHIC -OWNER SUPPLIED, GC INSTALLED.DUPLEX RECEPT -SEE ELEC DWGS
C
J
C
J
C
J
C JC J
LI
N
E
O
F
C
O
O
L
E
R
B
O
X
0'-0"FINISHED FLOOR 5'-0"T.O. LAMINATE 8'-9"B.O. SOFFIT
LI
N
E
O
F
F
R
E
E
Z
E
R
B
O
X
METALCL-2FLATPT-4GRILLE (TYP
)
CG-A 11'-8"PAINT LINE
9"
25
'
-
8
"
LP
B
-
2
LP
B
-
2
9"
VA
L
A
N
C
E
M
O
U
N
T
E
D
S
I
G
N
A
G
E
,
T
Y
P
-
OW
N
E
R
S
U
P
P
L
I
E
D
,
G
C
I
N
S
T
A
L
L
E
D
(2) 3" DIA x 12" L CONDUIT - ALIGNw/ CHECKLANE POWER POLES FORLOW VOLTAGE CABLING
CG
-
A
(B
E
Y
O
N
D
)
C
J
OP
P
.
HA
N
D
ST
A
I
N
L
E
S
S
S
T
E
E
L
T
R
I
M
B
Y
C
O
O
L
E
R
M
F
R
.
SS
B
R
VB
-
1
LP
B
-
1
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
M
O
L
D
I
N
G
-
(
T
Y
P
)
AT
T
O
P
O
F
A
L
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
.
B
D
.
W
A
L
L
S
MU
L
T
I
D
E
C
K
U
N
I
T
-
BY
O
W
N
E
R
CG
-
A
(T
Y
P
)
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
EX
P
CL
-
1
FL
A
T
PT
-
2
(T
Y
P
)
C
J
IL
L
U
M
I
N
A
T
E
D
,
R
A
I
L
M
O
U
N
T
E
D
GR
A
P
H
I
C
-
O
W
N
E
R
S
U
P
P
L
I
E
D
,
G
C
IN
S
T
A
L
L
E
D
;
R
E
C
E
P
T
A
C
L
E
B
Y
E
.
C
.
CL-2 CL-1
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
RA
I
L
M
O
U
N
T
E
D
G
R
A
P
H
I
C
S
-
P
R
O
V
I
D
E
S
O
L
I
D
WO
O
D
B
L
O
C
K
I
N
G
A
T
C
E
N
T
E
R
L
I
N
E
O
F
R
A
I
L
A
T
11
'
-
7
"
A
F
F
26
'
-
1
1
/
2
"
LP
B
-
5
10'-6"
1'
-
2
1
/
2
"
5'
-
1
0
"
4'-
0
"
8'
-
6
"
4'
-
0
"
5'
-
1
0
"
4'
-
0
"
P
R
O
V
I
D
E
C
L
E
A
R
SE
A
L
A
N
T
A
T
A
L
L
E
D
G
E
S
5'
-
1
0
"
T.
O
.
L
A
M
I
N
A
T
E
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
11
'
-
8
"
PA
I
N
T
L
I
N
E
A1
A5
1
1
C
J
C
J
22
'
-
4
"
10
'
-
0
1
/
4
"
TO
S
T
U
D
B.
O
.
V
A
L
A
N
C
E
10"
9"
LP
B
-
2
2'
-
0
1
/
4
"
8'
-
6
"
2'-
0
1
/
4
"
3'-6"
TYP.
1'
-
1
0
"
TY
P
.
2"
TY
P
.
VA
L
A
N
C
E
M
O
U
N
T
E
D
S
I
G
N
A
G
E
,
T
Y
P
-
OW
N
E
R
S
U
P
P
L
I
E
D
,
G
C
I
N
S
T
A
L
L
E
D
LO
C
A
T
E
M
D
U
P
E
R
M
F
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
.
E
N
D
P
A
N
E
L
S
O
F
MD
U
S
H
A
L
L
N
O
T
P
R
O
T
R
U
D
E
B
E
Y
O
N
D
F
A
C
E
OF
G
Y
P
.
B
D
.
;
L
A
M
I
N
A
T
E
V
A
L
E
N
C
E
S
H
A
L
L
CL
E
A
R
M
D
U
E
N
D
P
A
N
E
L
S
BR
CG
-
A
(B
E
Y
O
N
D
)
ST
A
I
N
L
E
S
S
S
T
E
E
L
T
R
I
M
B
Y
C
O
O
L
E
R
M
F
R
.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A211-A216.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
C3Inte
r
i
o
r
E
l
e
v
a
t
i
o
n
Ret
a
i
l
SCALE: 1
/
4
"
=
1
'
-
0
"
C2Inte
r
i
o
r
E
l
e
v
a
t
i
o
n
Ret
a
i
l
SCALE: 1
/
4
"
=
1
'
-
0
"
B1
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
Re
t
a
i
l
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
In
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
1
1
GENERAL NOTES:1. ALL WALLS TO BE SANDED AFTER PAINTING OF CE
I
L
I
N
G
T
O
REMOVE DRYFALL PAINT RESIDUE. COMPLETE SAND
I
N
G
P
R
I
O
R
TO INSTALLATION OF OWNER FURNISHED GRAPHICS
P
A
C
K
A
G
E
.
2. REFER TO DRAWING A-603 FOR ALL FINISH CALL-O
U
T
S
.
3. GC TO INSTALL OWNER FURNISHED MILLWORK PA
C
K
A
G
E
.
OWNER TO INSTALL INTERIOR PRINT GRAPHICS AND
B
A
N
N
E
R
S
.
REFER TO INSTALLATION INSTRUCTIONS AND CUT SH
E
E
T
S
P
O
S
T
E
D
TO WWW.SHARENOLOGY.COMINTERIOR GRAPHICS:VENDOR INFO > SBPI INTERIOR GRAPHICSMILLWORK:VENDOR INFO > RIDDLEY CABINET CO INCVENDOR INFO > KPI CONCEPTS INC4. COORDINATE LOCATIONS OF ALL CONTROL JOI
N
T
S
WITH THE GRAPHICS PACKAGE TO MINIMIZE INTERF
E
R
E
N
C
E
WITH THE GRAPHICS.5. ALL SALES AREA WALLS TO BE FREE OF ABANDON
E
D
D
E
V
I
C
E
BOXES AND NO BLANK COVER PLATES ARE TO BE EX
P
O
S
E
D
.
2
3
4
5
1
10'-0"T.O. STOREFRONT0'-0"FINISHED FLOOR
C
J
5'
-
1
0
"
T.
O
.
L
A
M
I
N
A
T
E
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
GYP BDCL-1FLATPT-6
EX
P
CL
-
1
FL
A
T
PT
-
2
(T
Y
P
)
DO
N
O
T
I
N
S
T
A
L
L
G
Y
P
B
D
A
B
O
V
E
WI
N
D
O
W
S
U
N
T
I
L
S
I
G
N
A
G
E
EL
E
C
T
R
I
C
A
L
R
O
U
G
H
-
I
N
I
S
C
O
M
P
L
E
T
E
C
J
C
J
C JC J
DU
C
T
W
O
R
K
-
S
E
E
ME
C
H
A
N
I
C
A
L
D
W
G
S
ME
T
A
L
CL
-
1
FL
A
T
PT
-
4
AL
D
I
G
R
A
P
H
I
C
S
CG
-
A
(T
Y
P
)
6'-
2
"
GRAPHICS ATVESTIBULE GLAZINGSUPPLIED ANDINSTALLED BY ALDI101BSECURITY RAILING
3'-1 3/4"
AC
C
E
S
S
.
C
H
E
C
K
L
A
N
E
VB
-
1
LP
B
-
1
BG
AT
S
A
C
K
I
N
G
CO
U
N
T
E
R
(
B
E
Y
O
N
D
)
FIRE EX
T
I
N
G
U
I
S
H
E
R
-
SEE SP
E
C
I
F
I
C
A
T
I
O
N
S
PR
O
V
I
D
E
C
L
E
A
R
S
E
A
L
A
N
T
AL
O
N
G
E
D
G
E
O
F
C
H
E
C
K
L
A
N
E
AT
F
L
O
O
R
I
N
T
E
R
S
E
C
T
I
O
N
(
T
Y
P
.
)
DUPLE
X
R
E
C
E
P
T
-
S
E
E
ELEC D
W
G
S
3'-4"
LP
B
-
1
GY
P
B
D
CL
-
8
FL
A
T
PT
-
6
CE
I
L
I
N
G
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
(T
Y
P
)
ST
B
CP
B
SA
L
E
S
CP
B
BA
C
K
R
O
O
M
(T
Y
P
.
)
TR
A
N
S
F
E
R
G
R
I
L
L
E
-
SE
E
M
E
C
H
D
W
G
S
LE
D
F
I
X
T
U
R
E
-
SE
E
E
L
E
C
D
W
G
S
CG
-
A
(T
Y
P
)
VB
-
1
AL
D
I
GR
A
P
H
I
C
S
LP
B
-
1
CL-2 CL-1
8'
-
9
"
B.
O
.
S
O
F
F
I
T
10
'
-
0
"
CE
I
L
I
N
G
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
11
'
-
8
"
PA
I
N
T
L
I
N
E
SI
G
N
A
G
E
-
T
O
BE
D
E
T
E
R
M
I
N
E
D
EQ
.
EQ
.
REFRIGERATION LINEPENETRATION OUT OFWALL
-
W
R
A
P
V
A
L
A
N
C
E
AR
O
U
N
D
T
O
P
O
F
M
D
U
EXIT SIGN - SEEELEC. DWGS.
KE
Y
S
W
I
T
C
H
-
S
E
E
CO
N
D
U
I
T
L
A
Y
O
U
T
P
L
A
N
S
102BCG - AVB - 1
LP
B
-
1
(T
Y
P
)
VB
-
1
(T
Y
P
)
BA
B
C
O
C
K
D
A
V
I
S
1
0
"
X
1
0
"
B
-
N
T
SE
R
I
E
S
F
L
U
S
H
A
C
C
E
S
S
P
A
N
E
L
T
O
AC
C
E
S
S
D
R
I
P
B
A
L
L
V
A
L
V
E
A
T
F
I
R
E
DE
P
A
R
T
M
E
N
T
C
O
N
N
E
C
T
I
O
N
;
CO
O
R
D
I
N
A
T
E
L
O
C
A
T
I
O
N
W
I
T
H
FI
R
E
D
E
P
A
R
T
M
E
N
T
C
O
N
N
E
C
T
I
O
N
FIRE EXTINGUISHER -SEE SPECIFICATIONS
EX
P
CL
-
1
FL
A
T
PT
-
2
(T
Y
P
)
HMCL-5SEMIGLOSSPT-3DOOR & FRAME
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
19
'
-
1
0
"
TO
S
T
U
D
DU
P
L
E
X
R
E
C
E
P
T
-
SE
E
E
L
E
C
D
W
G
S
C
J
C
J
0'-0"FINISHED FLOOR 5'-10"T.O. LAMINATE CL-2 CL-111'-4"PAINT LINE
6'
-
8
"
6'
-
4
"
5'
-
0
"
3'
-
0
"
1'
-
3
"
9'
-
6
"
6'
-
8
"
6'-
4
"
31
'
-
9
"
31
'
-
9
"
B.O. VALANCE
LP
B
-
5
10"
3'
-
9
1
/
4
"
BR
BR
MU
L
T
I
D
E
C
K
U
N
I
T
-
BY
O
W
N
E
R
BU
I
L
D
I
N
G
C
O
L
U
M
N
I
N
W
A
L
L
-
S
E
E
S
T
R
U
C
T
D
W
G
S
BUILDING COLUMN ANDDIAGONAL BRACE INWALL - SEE STRUCT DWGSREFRIGERANT LINES -CONCEALED IN WALL REFRIGERANT LINES - ROUTETHROUGH JOIST SPACEREFRIGERANT LINEPENETRATION INTOWALL REFRIGERANT LINES
-
C
O
N
C
E
A
L
E
D
I
N
W
A
L
L
REFRIGERANT LINE P
E
N
E
T
R
A
T
I
O
N
O
U
T
OF WALL AT BOTTO
M
O
F
B
E
A
M
LPB - 1(TYP)
C
J
RE
F
R
I
G
E
R
A
N
T
L
I
N
E
S
-
RO
U
T
E
B
E
H
I
N
D
M
D
U
BR
-
C
REFRIGERANT LINE P
E
N
E
T
R
A
T
I
O
N
I
N
T
O
WALL ABOVE DIAG
O
N
A
L
B
R
A
C
E
9'-0" (TYP.)
IL
L
U
M
I
N
A
T
E
D
,
R
A
I
L
M
O
U
N
T
E
D
GR
A
P
H
I
C
-
O
W
N
E
R
S
U
P
P
L
I
E
D
,
G
C
IN
S
T
A
L
L
E
D
;
R
E
C
E
P
T
A
C
L
E
B
Y
E
.
C
.
RA
I
L
M
O
U
N
T
E
D
G
R
A
P
H
I
C
S
-
P
R
O
V
I
D
E
S
O
L
I
D
WO
O
D
B
L
O
C
K
I
N
G
A
T
C
E
N
T
E
R
L
I
N
E
O
F
R
A
I
L
AT
1
1
'
-
1
"
A
F
F
11'-1"[Q
W
T
VQ
10
'
-
0
"
T.
O
.
S
T
O
R
E
F
R
O
N
T
0'-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
VB
-
1
(T
Y
P
)
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
(
T
Y
P
)
A
T
T
O
P
O
F
A
L
L
SA
L
E
S
F
L
O
O
R
G
Y
P
.
B
D
.
W
A
L
L
S
EX
I
T
S
I
G
N
-
S
E
E
EL
E
C
.
D
W
G
S
.
EX
P
CL
-
1
FL
A
T
PT
-
2
(T
Y
P
)
DO
N
O
T
I
N
S
T
A
L
L
G
Y
P
B
D
A
B
O
V
E
W
I
N
D
O
W
S
U
N
T
I
L
SI
G
N
A
G
E
E
L
E
C
T
R
I
C
A
L
R
O
U
G
H
-
I
N
I
S
C
O
M
P
L
E
T
E
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
IL
L
U
M
I
N
A
T
E
D
,
R
A
I
L
M
O
U
N
T
E
D
GR
A
P
H
I
C
-
O
W
N
E
R
S
U
P
P
L
I
E
D
,
G
C
IN
S
T
A
L
L
E
D
;
R
E
C
E
P
T
A
C
L
E
B
Y
E
.
C
.
RA
I
L
M
O
U
N
T
E
D
G
R
A
P
H
I
C
S
-
P
R
O
V
I
D
E
S
O
L
I
D
WO
O
D
B
L
O
C
K
I
N
G
A
T
C
E
N
T
E
R
L
I
N
E
O
F
R
A
I
L
AT
1
1
'
-
1
"
A
F
F
LP
B
-
1
(T
Y
P
)
9'-0"
5'
-
2
1
/
2
"
6'
-
4
"
GR
A
P
H
I
C
S
A
T
VE
S
T
I
B
U
L
E
G
L
A
Z
I
N
G
SU
P
P
L
I
E
D
A
N
D
IN
S
T
A
L
L
E
D
B
Y
A
L
D
I
10
1
C
SE
C
U
R
I
T
Y
R
A
I
L
I
N
G
15
'
-
0
"
LP
B
-
1
C
J
C
J
C J
GY
P
B
D
CL
-
1
FL
A
T
PT
-
6
5'
-
0
"
3'
-
0
"
1'
-
3
"
9'
-
6
"
WA
L
L
M
O
U
N
T
E
D
G
R
A
P
H
I
C
S
CE
N
T
E
R
E
D
A
B
O
V
E
W
I
N
D
O
W
-
OW
N
E
R
S
U
P
P
L
I
E
D
,
G
C
I
N
S
T
A
L
L
E
D
.
4'-0"
TYP.
2'
-
0
"
TY
P
.
2"
TY
P
.
6'
-
0
"
11
'
-
0
"
O
R
1
4
'
-
0
"
BA
S
E
D
O
N
L
E
N
G
T
H
O
F
C
I
T
Y
N
A
M
E
10'-6 3/8"
5'
-
1
0
"
T.
O
.
L
A
M
I
N
A
T
E
VE
R
I
F
Y
W
I
T
H
A
L
D
I
R
E
P
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A211-A216.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
C3Interior Elevation RetailSCALE: 1/4" = 1'-0"D2Interior Elevation RetailSCALE: 1/4" = 1'-0"
B1
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
Re
t
a
i
l
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
In
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
1
2
CL-2 CL-1
11
'
-
4
"
PA
I
N
T
L
I
N
E
GENERAL NOTES:1. ALL WALLS TO BE SANDED AFTER PAINTING OF CEILING TOREMOVE DRYFALL PAINT RESIDUE. COMPLETE SANDING PRIORTO INSTALLATION OF OWNER FURNISHED GRAPHICS PACKAGE.2. REFER TO DRAWING A-603 FOR ALL FINISH CALL-OUTS.3. GC TO INSTALL OWNER FURNISHED MILLWORK PACKAGE.OWNER TO INSTALL INTERIOR PRINT GRAPHICS AND BANNERS.REFER TO INSTALLATION INSTRUCTIONS AND CUT SHEETS POSTEDTO WWW.SHARENOLOGY.COMINTERIOR GRAPHICS:VENDOR INFO > SBPI INTERIOR GRAPHICSMILLWORK:VENDOR INFO > RIDDLEY CABINET CO INCVENDOR INFO > KPI CONCEPTS INC4. COORDINATE LOCATIONS OF ALL CONTROL JOINTSWITH THE GRAPHICS PACKAGE TO MINIMIZE INTERFERENCEWITH THE GRAPHICS.5. ALL SALES AREA WALLS TO BE FREE OF ABANDONED DEVICEBOXES AND NO BLANK COVER PLATES ARE TO BE EXPOSED.
GYP BDCL-8EGGSHELLPT-6(TYP)PLWDCL-6SEMIGLOSSPT-7(TYP)FIRE EXT
I
N
G
U
I
S
H
E
R
-
SEE SPEC
I
F
I
C
A
T
I
O
N
S
TRACK GUARDS BYGC; ADJUST LOCKINGHEIGHT UP TO 60" A.F.F DUPLEX RECEPT. &LIGHT FIXTURE @ +(90")BY ELEC. CONTR.3" PVC TO HOLD MANUALDOCK LEVELER BAR EXTRA DEEP VIEWERSUPPLIED BY OVERHEADDOOR COMPANYTELEPHONE @ +60"OVERHEAD DOORTRACK - MOUNT ASHIGH AS POSSIBLE EMPTY CONDUIT FROM EXTERIORSIREN (ABOVE DOCK SEAL), THRUWALL TO BOTTOM OF DECKRECESSED DOCK LEVELERCONTROLS 109B109A 8'-0"T.O. PLYWOOD0'-0"FINISHED FLOORSECURITY EQUIP - SEECONDUIT LAYOUT PLANS HMCL-5SEMIGLOSSPT-3DOOR & FRAMECG
-
S
T
CL
-
6
SEM
I
G
L
O
S
S
PT
-
6
TY
P
.
CPB(TYP.)
(2
0
G
A
)
G
A
L
V
A
N
I
Z
E
D
M
E
T
A
L
CL
O
S
U
R
E
w
/
1
/
2
"
R
E
T
U
R
N
-
P
R
O
V
I
D
E
SE
A
L
A
N
T
@
E
D
G
E
S
O
F
C
L
O
S
U
R
E
RE
F
R
I
G
E
R
A
T
I
O
N
U
N
I
T
RE
B
S
H
E
L
V
I
N
G
-
S
E
E
A
4
0
1
F
O
R
M
O
R
E
IN
F
O
R
M
A
T
I
O
N
;
I
N
S
T
A
L
L
R
E
V
E
R
S
E
A
N
G
L
E
PA
L
L
E
T
B
U
M
P
E
R
A
T
F
L
O
O
R
F
A
C
E
CO
O
L
E
R
SL
I
D
E
10
2
A
EX
P
-
1
(T
Y
P
)
CO
O
L
E
R
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
(
T
Y
P
)
A
T
B
O
T
T
O
M
O
F
AL
L
B
A
C
K
R
O
O
M
G
Y
P
.
B
D
.
W
A
L
L
S
EX
T
E
N
D
R
E
F
R
I
G
E
R
A
T
I
O
N
U
N
I
T
CH
A
S
E
W
A
L
L
T
O
D
E
C
K
4'
-
0
"
EX
T
E
N
D
G
Y
P
B
D
F
I
N
I
S
H
A
T
B
A
C
K
O
F
CO
O
L
E
R
S
O
F
F
I
T
W
A
L
L
(
B
E
Y
O
N
D
)
4
'
-
0
"
O
N
EA
C
H
S
I
D
E
O
F
I
M
P
A
C
T
D
O
O
R
A
L
C
O
V
E
Mc
C
U
E
E
Q
U
I
P
M
E
N
T
G
U
A
R
D
R
A
I
L
DU
P
L
E
X
R
E
C
E
P
T
-
S
E
E
E
L
E
C
D
W
G
S
CG
-
S
T
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
3
TY
P
.
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
CP
B
(T
Y
P
.
)
2'-
0
"
x
4
'
-
0
"
P
E
G
B
O
A
R
D
B
Y
M
I
L
L
W
O
R
K
P
R
O
V
I
D
E
R
-
HO
L
D
A
W
A
Y
F
R
O
M
W
A
L
L
w
/
2
"
x
4
"
P
E
R
I
M
E
T
E
R
FU
R
R
I
N
G
.
P
A
I
N
T
F
U
R
R
I
N
G
T
O
M
A
T
C
H
P
L
Y
W
O
O
D
MA
N
A
G
E
R
O
R
G
A
N
I
Z
A
T
I
O
N
D
E
S
K
-
NO
T
C
H
B
O
T
T
O
M
T
O
A
L
L
O
W
F
O
R
P
A
L
L
E
T
BU
M
P
E
R
T
O
C
O
N
T
I
N
U
E
B
E
H
I
N
D
Mc
C
U
E
E
Q
U
I
P
M
E
N
T
G
U
A
R
D
R
A
I
L
FI
R
E
E
X
T
I
N
G
U
I
S
H
E
R
-
SE
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
ME
T
A
L
CL
-
6
FL
A
T
PT
-
4
GR
I
L
L
E
(
T
Y
P
)
HA
N
G
I
N
G
"
N
O
PA
R
K
I
N
G
"
S
I
G
N
BA
L
E
R
8'
-
0
"
T.
O
.
P
L
Y
W
O
O
D
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
EX
P
-
1
(T
Y
P
)
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
FR
E
E
Z
E
R
SL
I
D
E
J-
B
O
X
M
O
U
N
T
E
D
T
O
FR
E
E
Z
E
R
W
A
L
L
B
Y
R
C
@
2
'
-
6
"
A
F
F
10'-0"T.O. FREEZERCPBBACK ROOM(TYP.)J-BOX MOUNTED TOFREEZER WALL BY RC@ 9'-0" AFF (BEYOND)1" RIGID M
T
L
C
O
N
D
U
I
T
E
M
B
E
D
D
E
D
I
N
SLAB FOR
H
E
A
T
T
R
A
C
E
T
A
P
E
B
Y
R
C
-
COORD w
/
R
C
A
N
D
S
T
R
U
C
T
D
W
G
S
;
S
E
E
DETAIL B2
/
A
5
1
1
CP
B
BA
C
K
R
O
O
M
(T
Y
P
.
)
EL
E
C
E
Q
U
I
P
(
B
E
Y
O
N
D
)
NO
T
S
H
O
W
N
F
O
R
CL
A
R
I
T
Y
-
S
E
E
A
1
/
A
2
1
3
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
(
T
Y
P
)
A
T
B
O
T
T
O
M
OF
A
L
L
B
A
C
K
R
O
O
M
G
Y
P
.
BD
.
W
A
L
L
S
8'
-
0
"
T.
O
.
P
L
Y
W
O
O
D
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
6"
EX
P
-
1
(T
Y
P
)
FR
E
E
Z
E
R
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
ME
T
A
L
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
3
CO
L
U
M
N
WA
T
E
R
H
E
A
T
E
R
S
H
E
L
F
,
T
O
P
@
+
8
'
-
0
"
-
F
R
A
M
E
W
/
6"
S
T
U
D
S
@
1
2
"
O
.
C
.
W
/
(
2
)
L
A
Y
E
R
S
O
F
1
/
4
"
P
L
W
D
ON
T
O
P
A
N
D
(
1
)
L
A
Y
E
R
O
N
B
O
T
T
O
M
;
P
A
I
N
T
T
O
MA
T
C
H
B
A
C
K
R
O
O
M
P
L
W
D
MO
P
S
I
N
K
-
H
O
L
D
W
I
N
G
W
A
L
L
S
T
I
G
H
T
TO
M
O
P
S
I
N
K
.
I
N
S
T
A
L
L
B
O
T
T
O
M
O
F
BA
S
I
N
@
F
I
N
.
F
L
R
.
E
L
E
V
A
T
I
O
N
CG
-
S
T
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
3
TY
P
.
PR
O
V
I
D
E
M
O
P
H
A
N
G
E
R
S
O
N
SI
D
E
W
A
L
L
A
B
O
V
E
M
O
P
S
I
N
K
7"
C
L
E
A
R
M
I
N
.
2'
-
0
"
C
L
E
A
R
M
I
N
.
RO
O
F
L
A
D
D
E
R
-
SE
E
S
P
E
C
FR
P
CP
B(T
Y
P
.
)
CP
B
(T
Y
P
.
)
2'-
0
"
4'-6"
(4
)
H
E
A
V
Y
D
U
T
Y
CO
A
T
H
O
O
K
S
2x
4
B
O
X
F
O
R
P
A
N
I
C
A
L
A
R
M
-
CO
O
R
D
I
N
A
T
E
T
E
R
M
I
N
A
T
I
O
N
OF
C
O
N
D
U
I
T
W
I
T
H
S
E
C
U
R
I
T
Y
SY
S
T
E
M
I
N
S
T
A
L
L
A
T
I
O
N
RE
C
P
T
.
-
S
E
E
E
L
E
C
T
R
I
C
A
L
EX
T
E
N
D
G
Y
P
B
D
F
I
N
I
S
H
AT
B
A
C
K
O
F
F
R
E
E
Z
E
R
S
O
F
F
I
T
WA
L
L
4
'
-
0
"
O
N
E
A
C
H
S
I
D
E
OF
I
M
P
A
C
T
D
O
O
R
A
L
C
O
V
E
HMCL
-
5
SE
M
I
G
L
O
S
S
PT
-
3
FR
A
M
E
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
TR
A
N
S
F
E
R
G
R
I
L
L
E
-
S
E
E
M
E
C
H
D
W
G
S
TR
I
M
-
T
E
X
T
E
A
R
AW
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
(
T
Y
P
)
A
T
BO
T
T
O
M
O
F
A
L
L
BA
C
K
R
O
O
M
G
Y
P
.
BD
.
W
A
L
L
S
4'-
0
"
EX
T
E
N
D
F
R
P
T
O
U
N
D
E
R
S
I
D
E
O
F
WA
T
E
R
H
E
A
T
E
R
S
H
E
L
F
A
N
D
CO
N
T
I
N
U
E
O
N
U
N
D
E
R
S
I
D
E
SU
R
F
A
C
E
O
F
S
H
E
L
F
PO
W
E
R
W
A
L
L
-
S
E
E
EL
E
C
.
D
W
G
S
UP
S
S
H
E
L
F
@
6
'
-
6
"
A.
F
.
F
.
UP
S
P
O
W
E
R
-
S
E
E
EL
E
C
.
D
W
G
S
.
8'
-
0
"
T.
O
.
P
L
Y
W
O
O
D
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
WA
T
E
R
M
A
I
N
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
S
.
10
9
D
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
HMCL
-
5
SE
M
I
G
L
O
S
S
PT
-
3
DO
O
R
&
F
R
A
M
E
EX
P
-
1
(T
Y
P
)
FI
R
E
E
X
T
I
N
G
U
I
S
H
E
R
-
SE
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
CP
B
(T
Y
P
.
)
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
M
O
L
D
I
N
G
-
(T
Y
P
)
A
T
B
O
T
T
O
M
O
F
AL
L
B
A
C
K
R
O
O
M
GY
P
.
B
D
.
W
A
L
L
S
CG
-
S
T
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
3
TY
P
.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A211-A216.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
C3Interior Eleva
t
i
o
n
BackroomSCALE: 1/4" = 1'-0"C1Interior Eleva
t
i
o
n
BackroomSCALE: 1/4" = 1'-0"
In
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
1
3
C2Interior Eleva
t
i
o
n
BackroomSCALE: 1/4" = 1'-0"
NO
T
E
:
1.
RE
F
E
R
T
O
D
R
A
W
I
N
G
A-
6
0
3
F
O
R
A
L
L
F
I
N
I
S
H
CA
L
L
-
O
U
T
S
2.
VE
R
I
F
Y
T
H
E
L
O
C
A
T
I
O
N
OF
E
L
E
C
T
R
I
C
A
L
OU
T
L
E
T
S
W
I
T
H
EL
E
C
T
R
I
C
A
L
P
L
A
N
S
BE
F
O
R
E
I
N
S
T
A
L
L
A
T
I
O
N
.
IF
T
H
E
R
E
I
S
A
C
O
N
F
L
I
C
T
,
NO
T
I
F
Y
O
W
N
E
R
P
R
I
O
R
TO
A
N
Y
W
O
R
K
.
A1
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
Ba
c
k
r
o
o
m
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
CA
R
D
B
O
A
R
D
B
A
L
E
R
16
'
-
0
"
3'-2"
6"
P
V
C
T
O
H
O
L
D
B
A
L
E
R
WI
R
E
-
M
O
U
N
T
T
O
W
A
L
L
;
PA
I
N
T
T
O
M
A
T
C
H
W
A
L
L
BA
L
E
R
D
I
S
C
O
N
N
E
C
T
109C SECURITY EQUIP -SEE CONDUITLAYOUT PLANS
AL
A
R
M
A
N
D
B
U
Z
Z
E
R
-
SE
E
E
L
E
C
.
D
W
G
S
.
C
J
C
J
C
J
SPRINKLER RISER - SEE FPDWGS.WATER MAIN - SEE PLUMBINGDWGS.RPZ DUCT SMOKE DETECTOR KEYSWITCHES - SEE ELEC. DWGS.EXIT SIGN - SEEELEC. DWGS.
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
GY
P
B
D
CL
-
8
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
HMCL-5SEMIGLOSSPT-3DOOR & FRAME UPS SHELFTELEPHONE SERVICEDEMARCATION POINT -COORDINATE LOCATION WITHINSTALLER TO ENSURE ADEQUATECLEARANCE AT ALL DEVICES 4'-0"4'-0"
CP
B
(T
Y
P
.
)
CP
B
(T
Y
P
.
)
CPB(TYP.)
GY
P
S
U
M
W
A
L
L
B
O
A
R
D
C
O
N
T
R
O
L
JO
I
N
T
S
(
T
Y
P
)
A
T
W
I
N
D
O
W
/
D
O
O
R
JA
M
B
S
,
A
N
D
A
T
3
0
'
-
0
"
O
.
C
.
(
M
A
X
.
)
8" PVC w/ REMOVABLE ENDCAPS FOR AS-BUILT DRAWINGS -MOUNT TO WALL; LABEL TUBEUSING VINYL LETTERS STATING'AS BUILT DRAWINGS'
EX
P
-
1
(T
Y
P
)
EX
P
-
1
(T
Y
P
)
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
(
T
Y
P
)
A
T
B
O
T
T
O
M
O
F
AL
L
B
A
C
K
R
O
O
M
G
Y
P
.
B
D
.
W
A
L
L
S
RO
O
F
D
R
A
I
N
S
&
LE
A
D
E
R
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
S
.
OV
E
R
H
E
A
D
D
O
O
R
T
R
A
C
K
(B
E
Y
O
N
D
)
-
M
O
U
N
T
A
S
HI
G
H
A
S
P
O
S
S
I
B
L
E
8'-0"T.O. PLYWOOD0'-0"FINISHED FLOOR BATTERY CHARG
E
R
S
H
E
L
F
@
(
+
7
'
-
0
"
)
ROOF LEADER -
S
E
E
P
L
U
M
B
D
W
G
S
EX
P
-
1
(T
Y
P
)
REB SHELVING -
I
N
S
T
A
L
L
R
E
V
E
R
S
E
A
N
G
L
E
PALLET BUMPER
A
T
F
L
O
O
R
F
A
C
E
McCUE EQUIPM
E
N
T
G
U
A
R
D
R
A
I
L
RE
F
R
I
G
E
R
A
T
I
O
N
U
N
I
T
CH
A
S
E
W
A
L
L
T
O
UN
D
E
R
S
I
D
E
O
F
D
E
C
K
TRIM-TEX TEAR A
W
A
Y
L
B
E
A
D
MOLDING - (TYP
)
A
T
B
O
T
T
O
M
O
F
ALL BACKROOM
G
Y
P
.
B
D
.
W
A
L
L
S
PE
G
B
O
A
R
D
GYP BDCL-8EGGSHELLPT-6(TYP)CPB(TYP.)
CP
B
(T
Y
P
.
)
CO
O
L
E
R
PLWDCL-6SEMIGLOSSPT-7(VERTICAL)MANAGER ORG
A
N
I
Z
A
T
I
O
N
D
E
S
K
-
NOTCH BOTTOM
T
O
A
L
L
O
W
F
O
R
P
A
L
L
E
T
BUMPER TO CO
N
T
I
N
U
E
B
E
H
I
N
D
REFRIGERATION
U
N
I
T
RO
O
F
L
E
A
D
E
R
-
S
E
E
PL
U
M
B
D
W
G
S
C J
8'-
0
"
T.
O
.
P
L
Y
W
O
O
D
0'-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
BA
T
T
E
R
Y
C
H
A
R
G
E
R
SH
E
L
F
@
(
+
7
'
-
0
"
)
DU
P
L
E
X
R
E
C
E
P
T
.
-
S
E
E
EL
E
C
.
D
W
G
S
.
SI
M
P
L
E
X
R
E
C
E
P
T
.
-
S
E
E
EL
E
C
.
D
W
G
S
.
C
J
TRIM-TEX TEAR AWAY L BEADMOLDING - (TYP) AT BOTTOM OFALL BACKROOM GYP. BD. WALLS
RO
O
F
A
C
C
E
S
S
L
A
D
D
E
R
-
S
E
E
SP
E
C
S
.
F
O
R
M
O
R
E
IN
F
O
R
M
A
T
I
O
N
.
W
A
L
L
F
I
N
I
S
H
BE
H
I
N
D
L
A
D
D
E
R
I
S
T
O
B
E
PL
Y
W
O
O
D
F
O
R
E
N
T
I
R
E
HE
I
G
H
T
O
F
W
A
L
L
.
VE
R
I
F
Y
T
H
A
T
T
O
P
B
R
A
C
K
E
T
OF
R
O
O
F
L
A
D
D
E
R
D
O
E
S
NO
T
I
N
T
E
R
F
E
R
E
W
I
T
H
RO
O
F
H
A
T
C
H
F
R
A
M
E
CG
-
S
T
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
3
TY
P
.
6"1'-
4
"
2'
-
7
3
/
8
"
LA
D
D
E
R
L
O
C
A
T
I
O
N
AP
P
R
O
X
I
M
A
T
E
-
CO
O
R
D
.
W
/
R
O
O
F
ST
R
U
C
T
U
R
E
PL
W
D
CL
-
6
SE
M
I
G
L
O
S
S
PT
-
7
(V
E
R
T
I
C
A
L
)
10
'
-
0
"
T.
O
.
F
R
E
E
Z
E
R
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
SI
M
P
L
E
X
R
E
C
E
P
T
.
-
SE
E
E
L
E
C
.
D
W
G
S
.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A211-A216.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
C2Interior Eleva
t
i
o
n
BackroomSCALE: 1/4" = 1'-0"C3Interior Eleva
t
i
o
n
BackroomSCALE: 1/4" = 1'-0"
In
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
1
4
C1Interior Eleva
t
i
o
n
BackroomSCALE: 1/4" = 1'-0"
NO
T
E
:
1.
RE
F
E
R
T
O
D
R
A
W
I
N
G
A-
6
0
3
F
O
R
A
L
L
F
I
N
I
S
H
CA
L
L
-
O
U
T
S
2.
VE
R
I
F
Y
T
H
E
L
O
C
A
T
I
O
N
OF
E
L
E
C
T
R
I
C
A
L
OU
T
L
E
T
S
W
I
T
H
EL
E
C
T
R
I
C
A
L
P
L
A
N
S
BE
F
O
R
E
I
N
S
T
A
L
L
A
T
I
O
N
.
IF
T
H
E
R
E
I
S
A
C
O
N
F
L
I
C
T
,
NO
T
I
F
Y
O
W
N
E
R
P
R
I
O
R
TO
A
N
Y
W
O
R
K
.
A1
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
Ba
c
k
r
o
o
m
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
106DRINKINGFOUNTAIN BYMECH. CONTR.VB - 1(TYP)KPLPB -1 GYP BDCL-2FLATPT-6(TYP)NOTCH KICKPLATE AROUNDDOOR HANDLE HMCL-5SEMIGLOSSPT-3DOOR & FRAME 9'-6"CEILING GYP BDCL-8FLATPT-6CEILING GYP BDCL-2FLATPT-6SOFFIT9'-0"CEILING - DF8'-9"B.O. SOFFIT5'-0"T.O. LAMINATE0'-0"FINISHED FLOOR 109D
10
7
3'-3 1/2"2'-9 1/2"
LP
B
-
1
VB
-
1
(T
Y
P
)
KP
KP
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
(T
Y
P
)
HMCL
-
5
SE
M
I
G
L
O
S
S
PT
-
3
DO
O
R
&
F
R
A
M
E
HMCL-5SEMIGLOSSPT-3DOOR & FRAME
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
SO
F
F
I
T
NO
T
C
H
K
I
C
K
PL
A
T
E
A
R
O
U
N
D
DO
O
R
H
A
N
D
L
E
(T
Y
P
.
)
1'-3"GYP BDCL-2FLATPT-6SOFFIT
9'
-
6
"
CE
I
L
I
N
G
8'
-
9
"
B.
O
.
S
O
F
F
I
T
5'
-
0
"
T.
O
.
L
A
M
I
N
A
T
E
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
SA
L
E
S
10
2
BE
Y
O
N
D
DR
I
N
K
I
N
G
FO
U
N
T
A
I
N
B
Y
ME
C
H
.
C
O
N
T
R
.
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
(T
Y
P
)
EX
I
T
S
I
G
N
-
S
E
E
EL
E
C
.
D
W
G
S
.
9'-
0
"
CE
I
L
I
N
G
-
D
F
GY
P
B
D
CL
-
8
FL
A
T
PT
-
6
CE
I
L
I
N
G
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
SO
F
F
I
T
LP
B
-
1
VB
-
1
(T
Y
P
)
9'-
6
"
CE
I
L
I
N
G
8'-
9
"
B.
O
.
S
O
F
F
I
T
5'-
0
"
T.
O
.
L
A
M
I
N
A
T
E
0'-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
5
IN
S
T
A
L
L
O
W
N
E
R
S
U
P
P
L
I
E
D
W
A
L
L
S
I
G
N
S
F
O
R
M
E
N
'
S
A
N
D
WO
M
E
N
'
S
R
E
S
T
R
O
O
M
S
,
I
N
C
O
M
P
L
I
A
N
C
E
W
I
T
H
A
N
S
I
A
1
1
7
.
1
SE
C
T
I
O
N
7
0
3
;
S
I
G
N
S
S
H
A
L
L
B
E
M
O
U
N
T
E
D
O
N
T
H
E
W
A
L
L
AD
J
A
C
E
N
T
T
O
T
H
E
L
A
T
C
H
S
I
D
E
O
F
T
H
E
E
N
T
R
Y
D
O
O
R
S
A
T
A
HE
I
G
H
T
O
F
+
(
6
0
"
)
T
O
T
H
E
C
E
N
T
E
R
L
I
N
E
O
F
T
H
E
S
I
G
N
9"
VE
R
I
F
Y
S
I
Z
E
O
F
S
I
G
N
P
R
I
O
R
T
O
MO
U
N
T
I
N
G
L
A
M
I
N
A
T
E
B
E
H
I
N
D
10
3
LP
B
-
1
(T
Y
P
)
VB
-
1
(T
Y
P
)
CG
-
A
KP
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
(T
Y
P
)
HM
CL
-
5
SE
M
I
G
L
O
S
S
PT
-
3
DO
O
R
&
F
R
A
M
E
9"
9'
-
6
"
CE
I
L
I
N
G
8'
-
9
"
B.
O
.
S
O
F
F
I
T
5'
-
0
"
T.
O
.
L
A
M
I
N
A
T
E
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
105 T - 2(TYP)TB-1(TYP)ACCESSIBLE COATHOOK @ 48" A.F.F.HMCL-5SEMIGLOSSPT-3DOOR & FRAME 7 FULL TILES7"-9"AC - 3WATER CLOSET (TYP)1'-6"TYP 1'-0"3'-6"3'-5"SS-2(TYP)CLCLCLTOILET TISSUEDISPENSER BY OWNER AC - 50'-0"FINISHED FLOOR 9'-6"CEILING GYP BDCL-7SEMIGLOSSPT-7(TYP)2'-9"3'-4"1'-5 1/2"
1'-5"
MAX.
UR
I
N
A
L
6"
3'
-
0
"
0'-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
9'-
6
"
CE
I
L
I
N
G
1'
-
6
"
CL
T
-
2
(T
Y
P
)
TB
-
1
(T
Y
P
)
WATER CLOSET(TYP)
AC
-
3
TO
I
L
E
T
P
A
R
T
I
T
I
O
N
-
SE
E
S
P
E
C
SS -2(TYP)
7 FULL TILES
CL CLCL CL
CL
CL
1'
-
3
"
GYP BDCL-7SEMIGLOSSPT-7(TYP)
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
9'
-
6
"
CE
I
L
I
N
G
LA
V
A
T
O
R
Y
2'-5"
MAX.
2'-10"
MAX.
3'-4" MAX. TO
REFLECTIVE
SURFACE
T
-
2
(T
Y
P
)
AC
-
4
AC
-
6
WA
T
E
R
CL
O
S
E
T
(
T
Y
P
)
TB
-
1
(T
Y
P
)
1'-0"5'-4"9"
TO
I
L
E
T
P
A
R
T
I
T
I
O
N
-
SE
E
S
P
E
C
SS
-
2
(T
Y
P
)
7 FULL TILES
AC
-
1
SO
A
P
DI
S
P
E
N
S
E
R
B
Y
OW
N
E
R
GY
P
B
D
CL
-
7
SE
M
I
G
L
O
S
S
PT
-
7
(T
Y
P
)
3'-4"
2'-9"
T.O. TABLE
3'-4"
MAX.
REFLECTIVE
SURFACE
TB
-
1
(T
Y
P
)
AC
-
6
AC
-
5
AC
-
4
T
-
2
(T
Y
P
)
SS
-
2
(T
Y
P
)
7 FULL TILES
1'-
3
"
2'
-
1
1
"
CL
AC
-
1
SO
A
P
D
I
S
P
E
N
S
E
R
BY
O
W
N
E
R
CL
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
9'
-
6
"
CE
I
L
I
N
G
GY
P
B
D
CL
-
7
SE
M
I
G
L
O
S
S
PT
-
7
(T
Y
P
)
1030'-0"FINISHED FLOOR 9'-6"CEILING7"-9"AC - 3WATER CLOSET(TYP)ACCESSIBLE COATHOOK @ 48" A.F.F.T - 2(TYP)TB-1(TYP)1'-6"TYP 1'-0"3'-6"3'-5"HMCL-5SEMIGLOSSPT-3DOOR & FRAME GYP BDCL-7SEMIGLOSSPT-7(TYP)TOILETPARTITION -SEE SPECSS - 2(TYP)CL 7 FULL TILES CLCLCLTOILET TISSUEDISPENSER BYOWNER AC - 5 LAVATORY
3'-4"
2'-9"
T.O. TABLE
3'-4" MAX. TOREFLECTIVESURFACEAC - 6 AC - 4
AC
-
5
AC - 1
T
-
2
(T
Y
P
)
TB
-
1
(T
Y
P
)
SS
-
2
(T
Y
P
)
7 FULL TILES
1'-3"2'-1
1
"
CL
SOAP DISPENSERBY OWNERCL0'-0"FINISHED FLOOR 9'-6"CEILING
GY
P
B
D
CL
-
7
SE
M
I
G
L
O
S
S
PT
-
7
(T
Y
P
)
LA
V
A
T
O
R
Y
2'-5"
MAX.
2'-10"
MAX.
3'-4" MAX. TO
REFLECTIVE
SURFACE
TB
-
1
(T
Y
P
)
AC
-
4
T
-
2
(T
Y
P
)
1'-0"5'-4"9"
TO
I
L
E
T
P
A
R
T
I
T
I
O
N
-
SE
E
S
P
E
C
AC
-
6
SS
-
2
(T
Y
P
)
7 FULL TILES
AC
-
1
SO
A
P
DI
S
P
E
N
S
E
R
B
Y
OW
N
E
R
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
9'
-
6
"
CE
I
L
I
N
G
GY
P
B
D
CL
-
7
SE
M
I
G
L
O
S
S
PT
-
7
(T
Y
P
)
1'
-
6
"
CL
0'-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
9'-
6
"
CE
I
L
I
N
G
2'-9"
3'-4"
1'-5 1/2"
AC
-
3
T
-
2
(T
Y
P
)
TB
-
1
(T
Y
P
)
3'
-
0
"
SS
-
2
(T
Y
P
)
7 FULL TILES
CL
CLCL
CL
CL
WA
T
E
R
CL
O
S
E
T
(
T
Y
P
)
GY
P
B
D
CL
-
7
SE
M
I
G
L
O
S
S
PT
-
7
(T
Y
P
)
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A211-A216.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D2Hallway #104SCALE: 1/4" = 1'-0"C2Hallway #10
4
SCALE: 1/4" = 1'-0"
B2
Ha
l
l
w
a
y
#
1
0
4
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A2
Ha
l
l
w
a
y
#
1
0
4
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A1
Wo
m
e
n
'
s
L
a
v
.
#
1
0
3
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B1
Wo
m
e
n
'
s
L
a
v
.
#
1
0
3
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
C1Women's Lav
.
#
1
0
3
SCALE: 1/4" = 1'-0"D1Women's Lav. #103SCALE: 1/4" = 1'-0"D3Men's Lav. #105SCALE: 1/4" = 1'-0"C3Men's Lav. #
1
0
5
SCALE: 1/4" = 1'-0"
B3
Me
n
'
s
L
a
v
.
#
1
0
5
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A3
Me
n
'
s
L
a
v
.
#
1
0
5
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
In
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
1
5
NO
T
E
:
RE
F
E
R
T
O
D
R
A
W
I
N
G
A
-
6
0
3
FO
R
A
L
L
F
I
N
I
S
H
C
A
L
L
-
O
U
T
S
CHIME BY ELEC.CONTR. @ +(7'-6")QUAD RECEPT.BY E.C. @ +(18")3'-0"CAB 2'-3"CAB 2'-3"SHELVESSUPPORT BRACKETS PER MANF. REC.VB - 1(TYP)SINGLE GANG BOX BY E.C. @ +(18") WITH3/4" CONDUIT TO 6" ABOVE CEILING FORCOMMUNICATIONS CABLING 2'-9"2'-6"3'-0"QUADRECEPT. BYE.C. @ +(40")NO DOORS AT THISCABINET - CENTERSHELF ONLYRECEPT. BY E.C. @ +(9")GYP BDCL-7EGGSHELLPT-6(TYP)LPB-4LPB-31'-9"FILE CABINETSSMART SAFESINGLE GANG BOX BY E.C. @+(9") w/ 3/4" CONDUIT TO 6"ABOVE CEILING FORCOMMUNICATIONS CABLING 0'-0"FINISHED FLOOR 10'-0"CEILING2" GROMMET CONFIRM LOCATIONw/ ALDI REP. PRIOR TO DRILLING7'-0"2'-0"CLOSET WITH SHELFAND ROD 2x4 BOX FOR PANIC ALARM -COORDINATE TERMINATION OFCONDUIT WITH SECURITYSYSTEM INSTALLATION106VB - 1(TYP)(2) ACCESSIBLECOAT HOOKS @48" A.F.F.2'-9"HMCL-5SEMIGLOSSPT-3DOOR & FRAME GYP BDCL-7EGGSHELLPT-6(TYP)LOCKERS - PROVIDEMINIMUM 5%ACCESSIBLELOCKERS0'-0"FINISHED FLOOR 10'-0"CEILING 2x8 BOX FORSECURITY KEYPADw/ CONDUIT -COORDINATETERMINATION OFCONDUIT WITHSECURITY SYSTEMINSTALLATION107
5'-0"1'
-
1
1
"
FA
C
I
L
I
T
Y
S
T
A
T
U
S
DI
S
P
L
A
Y
(
F
S
D
)
2x
4
B
O
X
@
+
(
6
0
"
)
&
3
/
4
"
C
O
N
D
U
I
T
T
O
AB
O
V
E
C
E
I
L
I
N
G
F
O
R
T
E
M
P
.
S
E
N
S
O
R
-
CO
O
R
.
W
/
C
P
C
I
N
S
T
A
L
L
A
T
I
O
N
VB - 1(TYP)RECESSED ALARM CONTROLBOARD - SEE DETAIL D2/A5121'-8"D2A512
3'-
1
"
4'-6"1'-8"HMCL-5SEMIGLOSSPT-3DOOR & FRAME
GY
P
B
D
CL
-
7
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
2'-9"
3'-8"4"MIN
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
'
-
0
"
CE
I
L
I
N
G
G
2x
4
B
O
X
F
O
R
P
A
N
I
C
A
L
A
R
M
-
CO
O
R
D
I
N
A
T
E
T
E
R
M
I
N
A
T
I
O
N
OF
C
O
N
D
U
I
T
W
I
T
H
S
E
C
U
R
I
T
Y
SY
S
T
E
M
I
N
S
T
A
L
L
A
T
I
O
N
QU
A
D
R
E
C
E
P
T
.
B
Y
E.
C
.
@
+
(
1
8
"
)
PR
O
V
I
D
E
2
"
GR
O
M
M
E
T
S
I
N
CO
U
N
T
E
R
T
O
P
S
-
CO
N
F
I
R
M
LO
C
A
T
I
O
N
S
W
/
AL
D
I
R
E
P
.
P
R
I
O
R
TO
D
R
I
L
L
I
N
G
2'-9"
SU
P
P
O
R
T
B
R
A
C
K
E
T
S
PE
R
M
A
N
F
.
R
E
C
.
VB
-
1
(T
Y
P
)
GY
P
B
D
CL
-
7
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
HMCL
-
5
SE
M
I
G
L
O
S
S
PT
-
3
FR
A
M
E
LP
B
-
3
RO
L
L
E
R
S
H
A
D
E
-
S
E
E
SP
E
C
S
E
C
T
I
O
N
1
0
2
8
1
3
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
'
-
0
"
CE
I
L
I
N
G
C2
A5
1
2
OP
P
.
HA
N
D
1'-6"1'-6"4'-0"
6'
-
0
"
1
x
4
C
L
I
P
B
O
A
R
D
H
A
N
G
E
R
S
,
V
E
R
I
F
Y
LO
C
A
T
I
O
N
W
I
T
H
A
L
D
I
R
E
P
.
(
T
Y
P
)
SU
P
P
O
R
T
B
R
A
C
K
E
T
S
PE
R
M
A
N
F
.
R
E
C
.
QU
A
D
R
E
C
E
P
T
.
BY
E
.
C
.
@
+
(
1
8
"
)
VB
-
1
(T
Y
P
)
CA
L
L
P
U
S
H
B
U
T
T
O
N
B
Y
E
.
C
.
@
+
(
4
0
"
)
QU
A
D
R
E
C
E
P
T
.
B
Y
E
.
C
.
@
+
(
4
0
"
)
QU
A
D
RE
C
E
P
T
.
B
Y
E.
C
.
@
+
(
4
0
"
)
PR
O
V
I
D
E
2
"
G
R
O
M
M
E
T
S
I
N
C
O
U
N
T
E
R
T
O
P
S
-
C
O
N
F
I
R
M
LO
C
A
T
I
O
N
S
W
/
A
L
D
I
R
E
P
.
P
R
I
O
R
T
O
D
R
I
L
L
I
N
G
SI
N
G
L
E
G
A
N
G
B
O
X
B
Y
E
.
C
.
@
+(
1
8
"
)
W
I
T
H
3
/
4
"
C
O
N
D
U
I
T
T
O
6"
A
B
O
V
E
C
E
I
L
I
N
G
F
O
R
CO
M
M
U
N
I
C
A
T
I
O
N
S
C
A
B
L
I
N
G
SI
N
G
L
E
G
A
N
G
B
O
X
B
Y
E
.
C
.
@
+
(
1
8
"
)
WI
T
H
3
/
4
"
C
O
N
D
U
I
T
T
O
6
"
A
B
O
V
E
CE
I
L
I
N
G
F
O
R
C
O
M
M
U
N
I
C
A
T
I
O
N
S
CA
B
L
I
N
G
SI
N
G
L
E
G
A
N
G
B
O
X
B
Y
E
.
C
.
@
+
(
1
8
"
)
W
I
T
H
3
/
4
"
C
O
N
D
U
I
T
TO
6
"
A
B
O
V
E
C
E
I
L
I
N
G
F
O
R
C
O
M
M
U
N
I
C
A
T
I
O
N
S
C
A
B
L
I
N
G
DU
P
L
E
X
R
E
C
E
P
T
.
B
Y
E
.
C
.
@
+
(
1
8
"
)
GY
P
B
D
CL
-
7
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
UP
S
UP
S
DU
P
L
E
X
R
E
C
E
P
T
.
B
Y
E
.
C
.
@
+
(
1
8
"
)
SI
N
G
L
E
G
A
N
G
B
O
X
B
Y
E.
C
.
@
+
(
1
8
"
)
W
I
T
H
3
/
4
"
CO
N
D
U
I
T
T
O
6
"
A
B
O
V
E
CE
I
L
I
N
G
F
O
R
P
C
CO
N
N
E
C
T
I
O
N
S
QU
A
D
R
E
C
E
P
T
.
B
Y
E
.
C
.
@
+
(
1
8
"
)
2'-9"
LP
B
-
3
SA
F
E
F
U
R
N
I
S
H
E
D
B
Y
OW
N
E
R
-
S
E
E
D
E
T
A
I
L
B2
/
A
5
1
3
QU
A
D
R
E
C
E
P
T
.
B
Y
E
.
C
.
@
+
(
3
9
"
)
-
I
N
S
T
A
L
L
A
S
CL
O
S
E
T
O
8
x
8
B
O
X
A
S
PO
S
S
I
B
L
E
I.
T
.
R
A
C
K
-
C
O
O
R
D
I
N
A
T
E
W
I
T
H
A
L
D
I
CO
N
S
T
R
U
C
T
I
O
N
R
E
P
R
E
S
E
N
T
A
T
I
V
E
8x
8
B
O
X
B
Y
E
.
C
.
@
+
(
4
2
"
)
W
I
T
H
(
3
)
2
"
CO
N
D
U
I
T
S
T
O
6
"
A
B
O
V
E
C
E
I
L
I
N
G
-
CE
N
T
E
R
B
O
X
I
N
A
L
C
O
V
E
PU
S
H
S
A
F
E
T
O
F
R
O
N
T
OF
S
T
A
N
D
B
E
F
O
R
E
SE
C
U
R
I
N
G
1x
4
W
D
T
R
I
M
A
R
O
U
N
D
SA
F
E
O
P
N
G
RE
C
E
P
T
.
B
Y
E
.
C
.
@
+(
4
5
"
)
-
I
N
S
T
A
L
L
A
S
CL
O
S
E
T
O
8
x
8
B
O
X
A
S
PO
S
S
I
B
L
E
LP
B
-
4
FI
L
L
V
O
I
D
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
'
-
0
"
CE
I
L
I
N
G
2'-0"CAB
2'
-
6
"
CA
B
2'
-
6
"
CA
B
2'-3"
FULL CABINETDOOR FORGARBAGE BIN REF. BY OWNER CHIME
B
Y
E
L
E
C
.
CONTR
.
@
+
(
7
'
-
6
"
)
DUPLEX RECEPT.BY E.C. @ +(36")QUAD RECEPT.BY E.C. @ +(44")T - 5BACKSPLASHAC - 6 AC - 2
LO
C
K
E
R
S
-
PR
O
V
I
D
E
MI
N
I
M
U
M
5
%
AC
C
E
S
S
I
B
L
E
LO
C
K
E
R
S
VB
-
1
(T
Y
P
)
3'-0"CABOPEN 2'-0"CAB
GY
P
B
D
CL
-
7
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
DU
P
L
E
X
RE
C
E
P
T
.
B
Y
E.
C
.
@
+
(
4
4
"
)
2'
-
6
"
CA
B
QU
A
D
RE
C
E
P
T
.
B
Y
E.
C
.
@
+
(
4
4
"
)
LPB-4
LP
B
-
3
LP
B
-
4
2'-0"
SS-2
2'-9"
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
'
-
0
"
CE
I
L
I
N
G
RE
F
R
I
G
E
R
A
T
O
R
BE
Y
O
N
D
-
B
Y
OW
N
E
R
VB
-
1
(T
Y
P
)
GY
P
B
D
CL
-
7
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
QU
A
D
R
E
C
E
P
T
.
BY
E
.
C
.
@
+
(
1
8
"
)
36
"
A
D
V
A
N
T
U
S
GR
I
P
-
A
-
S
T
R
I
P
D
I
S
P
L
A
Y
RA
I
L
S
B
Y
G
C
-
V
E
R
I
F
Y
SI
Z
E
A
N
D
L
O
C
A
T
I
O
N
WI
T
H
A
L
D
I
R
E
P
.
TA
B
L
E
S
A
N
D
CH
A
I
R
S
B
Y
CA
S
E
W
O
R
K
MA
N
U
F
A
C
T
U
R
E
R
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
'
-
0
"
CE
I
L
I
N
G
3'
-
0
"
2'
-
0
"
CL
O
S
E
T
W
I
T
H
SH
E
L
F
A
N
D
RO
D
VB
-
1
(T
Y
P
)
8x
8
B
O
X
B
Y
E
.
C
.
F
O
R
E
L
E
C
T
R
I
C
A
L
AN
D
C
O
M
M
U
N
I
C
A
T
I
O
N
S
CO
N
N
E
C
T
I
O
N
S
F
O
R
T
I
M
E
C
L
O
C
K
.
TI
M
E
C
L
O
C
K
I
N
S
T
A
L
L
E
D
B
Y
CO
M
M
U
N
I
C
A
T
I
O
N
S
C
O
N
T
R
A
C
T
O
R
QU
A
D
R
E
C
E
P
T
.
B
Y
E.
C
.
@
+
(
1
8
"
)
3'-8"
TI
M
E
C
L
O
C
K
M
O
U
N
T
I
N
G
BR
A
C
K
E
T
P
R
O
V
I
D
E
D
B
Y
OW
N
E
R
4'
-
6
"
(2
)
3
6
"
AD
V
A
N
T
U
S
GR
I
P
-
A
-
S
T
R
I
P
DI
S
P
L
A
Y
R
A
I
L
S
BY
G
C
-
V
E
R
I
F
Y
SI
Z
E
A
N
D
LO
C
A
T
I
O
N
WI
T
H
A
L
D
I
R
E
P
.
TA
B
L
E
S
A
N
D
CH
A
I
R
S
B
Y
CA
S
E
W
O
R
K
MA
N
U
F
A
C
T
U
R
E
R
0'
-
0
"
FI
N
I
S
H
E
D
F
L
O
O
R
10
'
-
0
"
CE
I
L
I
N
G
GY
P
B
D
CL
-
7
EG
G
S
H
E
L
L
PT
-
6
(T
Y
P
)
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A211-A216.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D2Office #107SCALE: 1/4" = 1'-0"C2Office #107SCALE: 1/4" = 1'-0"
B2
Of
f
i
c
e
#
1
0
7
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A2
Of
f
i
c
e
#
1
0
7
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A1
Br
e
a
k
R
o
o
m
#
1
0
6
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B1
Br
e
a
k
R
o
o
m
#
1
0
6
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
C1Break Room
#
1
0
6
SCALE: 1/4" = 1'-0"D1Break Room #106SCALE: 1/4" = 1'-0"
In
t
e
r
i
o
r
El
e
v
a
t
i
o
n
s
A-
2
1
6
NO
T
E
:
RE
F
E
R
T
O
D
R
A
W
I
N
G
A
-
6
0
3
FO
R
A
L
L
F
I
N
I
S
H
C
A
L
L
-
O
U
T
S
-
H
O
L
D
1
/
2
"
A
F
F
;
PR
O
V
I
D
E
H
E
A
V
Y
D
U
T
Y
SI
L
I
C
O
N
E
S
E
A
L
A
N
T
(
T
Y
P
)
2% SLOPE -MAXIMUM 1"B3A501SIM.OPP.HANDBEYONDBLRD - 4SIDEWALK - SEESTRUCT DWGS PAVEMENT OR CONC -SEE CIVIL DWGS
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
W
R
A
P
M
E
M
B
R
A
N
E
U
P
PA
R
A
P
E
T
W
A
L
L
,
O
V
E
R
O
U
T
R
I
G
G
E
R
A
N
D
U
N
D
E
R
D
R
I
P
ED
G
E
STL CANOPY FRAMING -SEE STRUCT DWGS ALDI LOGO SIGN BY SIGNVENDOR - SEE DETAIL D1/A50410" MTL JOISTS @ 24" OC - SEESTRUCT DWGS FOR GAUGE 2 x WD BLKG 6" MTL STUDS @ 16"OC - SEE STRUCTDWGS 18'-11 1/2" A.F.F.CENTER OF TOWERLOGO SIGN3/4" C-D EXPOSURE 1 (CDX) FIRERETARDANT TREATED PLYWD SHEATHING TAPERED INSUL - SEE APPENDIX 'B'GRAY MEMBRANE ROOFING - SEE APPENDIX 'B'8"+/-COORDINATE LOGOSIGN DEPTH WITH OWNER
D1
A5
0
4
1/
2
"
D
E
N
S
D
E
C
K
@
B
A
C
K
S
I
D
E
O
F
A
L
L
P
A
R
A
P
E
T
S
F
O
R
ME
M
B
R
A
N
E
A
D
H
E
S
I
O
N
;
G
C
T
O
V
E
R
I
F
Y
S
U
B
S
T
R
A
T
E
CO
M
P
A
T
I
B
I
L
I
T
Y
W
I
T
H
R
O
O
F
I
N
G
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
TO
I
N
S
T
A
L
L
A
T
I
O
N
MEMBRANE FLASHING &ALUM REGLET (.040") - SEEAPPENDIX 'B'PLYWD FOR SPRAY FOAMINSUL INSTALLATION 1 1/2" DOW THERMAX (ci)EXTERIOR INSUL
EX
P
-
1
A1A502
A3
A5
0
2
A2
A5
0
2
3'
-
6
3
/
4
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
10
'
-
0
"
A
.
F
.
F
.
CE
I
L
I
N
G
H
E
I
G
H
T
0'
-
0
"
FI
N
.
F
L
O
O
R
ALUM STOREFRONTSYSTEM w/ HEADRECEPTOR TO MATCH, TYPSEE STRUCT DWGS FORFOUNDATION CONDITIONS GRAVEL SUBBASE - SEESTRUCT DWGS
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
PILASTER BEYONDMASONRY VENEER -SEE SPEC SEE PLAN FORLOCATIONS; SEE STRUCTDWGS PROVIDE CAVITY DRAINAGEMATERIAL - SEE SPECCRTB CAST STONE SILLMASONRY VENEERANCHORS @ 16" O.C.(BOTH DIRECTIONS) MAX.COPPER LAMINATEDTHROUGH-WALL FLASHING -ATTACH TO RIGID INSUL w/TERMINATION BAR ANDWEATHERMATE FLASHING -SEE SPEC PROVIDE MESH WEEPS @ 32"OC - SEE SPEC
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
F
O
R
W
O
O
D
T
O
ST
E
E
L
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
SOLID PREFINISHED ALUMSOFFIT; SILVER - SEE SPEC2 x WD BLKGGROUT CAVITY BELOWFLASHING SOLID
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
F
O
R
WO
O
D
B
L
O
C
K
I
N
G
T
O
S
T
E
E
L
AT
T
A
C
H
M
E
N
T
D
E
T
A
I
L
LP
B
-
3
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
1/
2
"
G
Y
P
B
D
VB
-
1
-
S
E
E
R
E
F
L
E
C
T
E
D
CE
I
L
I
N
G
P
L
A
N
A
N
D
S
P
E
C
;
PR
O
V
I
D
E
H
O
L
D
D
O
W
N
C
L
I
P
S
SA
P
C
AL
I
G
N
F
A
C
E
O
F
G
Y
P
B
D
W
I
T
H
FA
C
E
O
F
H
E
A
D
R
E
C
E
P
T
O
R
6"
(
1
6
G
A
.
)
M
T
L
S
T
U
D
B
O
X
HE
A
D
E
R
F
O
R
S
T
O
R
E
F
R
O
N
T
AT
T
A
C
H
M
E
N
T
1/
2
"
G
Y
P
B
D
(
P
R
I
M
E
D
FO
R
W
A
L
L
G
R
A
P
H
I
C
S
)
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
OF
A
L
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
WA
L
L
S
CL
E
A
R
S
I
L
I
C
O
N
E
S
E
A
L
A
N
T
AT
P
E
R
I
M
E
T
E
R
O
F
F
R
A
M
E
11
'
-
6
"
A
.
F
.
F
.
T.
O
.
T
U
B
E
S
T
E
E
L
3
5
/
8
"
(
2
0
G
A
.
)
M
T
L
S
T
U
D
S
@
16
"
O
C
AL
U
M
S
T
O
R
E
F
R
O
N
T
SY
S
T
E
M
w
/
H
E
A
D
RE
C
E
P
T
O
R
T
O
M
A
T
C
H
,
T
Y
P
EX
P
CL
-
1
FL
A
T
PT
-
2
AT
T
A
C
H
T
R
A
C
K
T
O
RO
O
F
D
E
C
K
w
/
2
#
1
0
TE
K
S
C
R
E
W
S
@
1
2
O
.
C
.
6"
(
1
6
G
A
.
)
M
T
L
S
T
R
U
T
S
@
4
8
"
OC
-
S
E
E
S
T
R
U
C
T
D
W
G
S
16
G
A
C
L
I
P
w
/
(
2
)
H
I
L
T
I
X
-
U
U
N
I
V
E
R
S
A
L
P
A
F
'
S
@
S
T
L
T
U
B
E
A
N
D
(
4
)
#
1
0
S
C
R
E
W
S
@
S
T
R
U
T
LA
P
S
T
R
U
T
w
/
W
A
L
L
S
T
U
D
S
A
N
D
FA
S
T
E
N
w
/
(
4
)
#
1
0
S
C
R
E
W
S
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
SIM.DOUBLE WYTHEMASONRY WALL - SEESTRUCTURAL DWGS CAST STONE CAPSEE A1/A5011"CART WALL FOUNDATION - SEESTRUCTURAL DRAWINGS FORFOUNDATION CONDITIONS WITH 1/4"EXPANSION JOINTAGAINST WALL, SEEPLAN FOR LOCATIONS;SEE STRUCT DWGS CRTB 11'-0" A.F.F.T.O. CANOPY STEEL1'-0"
A1
Fu
l
l
H
e
i
g
h
t
W
i
n
d
o
w
&
L
o
g
o
S
i
g
n
Pr
i
m
a
r
y
T
o
w
e
r
S
e
c
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
CO
N
C
.
PO
R
C
-
1
ST
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
DW
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
JU
N
C
T
I
O
N
B
O
X
F
O
R
F
O
O
D
MA
R
K
E
T
/
L
O
G
O
S
I
G
N
BUILDING WRAP - SEE SPEC
LP
B
-
1
CO
N
T
I
U
O
U
S
K
I
C
K
E
R
-
S
E
E
S
T
R
U
C
T
D
W
G
S
3'-6 3/4" A.F.F.T.O. W.T.1"28'-0" A.F.F.T.O. OUTRIGGER STUD
2
x
W
D
B
L
K
G
ALUM FACED COMPOSITEPANEL (BRIGHT SILVER) - SEESPEC; PROVIDE TIGHT-FITMOLDING INSTALLATIONSYSTEM AT PANEL JOINTS AND1 PIECE TIGHT FIT END OF RUN'J' MOLDING @ PERIMETER PERMFR RECOMMENDATIONS SIM.WEATHER RESISTIVEBARRIER - SEE SPEC
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
E.I.F.S. ON EPS BOARD -SEE SPEC 2 1/2" MTL. STUDSDIAGONAL BRACING@ 16" O.C.E.I.F.S. CORNICE(BEYOND)
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
C2A501
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A301-A306.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
Wa
l
l
Se
c
t
i
o
n
s
A-
3
0
1
NOTES:1.REFER TO SCHEDULES ON DRAWING A-603 FORALL FINISH AND INSULATION CALL-OUTS.2.WRB TO BE SEALED AND TAPED PER MFRRECOMMENDATION. WRB TO WRAP INSIDEOPENINGS AND ALL JOINTS LAPPED PER MFRINSTALLATION REQMT.3.PROTECT ALL EXTERIOR SHEATHING DURINGCONSTRUCTION, AS REQUIRED BY MFR.4.PROVIDE VAPOR RETARDER ON THE INTERIORSIDE OF EXTERIOR METAL STUD WALLS BEHINDTHE GYP. BOARD IN ZONES 5, 6, 7, 8 ANDMARINE 4.
B3A501SIM.OPP.HAND24" DIA. CONC. FOOTING - HOLDDOWN 4" FROM T/O SIDEWALK2'-0"8"3'-4"4'-4"4'-0 1/4"6" DIA. STEEL PIPE BLRD - 4EXPANSION JOINT SIDEWALK - SEESTRUCT DWGS PAVEMENT OR CONC -SEE CIVIL DWGS 1 1/2" DOW THERM
A
X
(
c
i
)
EXTERIOR INSUL
ST
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
2 1/2" (20 GA) MTLSTUDS @ 16" OCSTL CANOPY FRAMING -SEE STRUCT DWGS 10" MTL JOISTS @ 24" OC - SEESTRUCT DWGS FOR GAUGE
EX
P
-
1
3/4" C-D EXPOSURE 1 (CDX) FIRERETARDANT TREATED PLYWD SHEATHING TAPERED INSUL - SEE APPENDIX 'B'GRAY MEMBRANE ROOFING - SEE APPENDIX 'B'15'-7" A.F.F.JOIST BEARING
GR
A
Y
M
E
M
B
R
A
N
E
RO
O
F
I
N
G
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
D2A602 PROVIDE 'REVEAL'H-MOLDING - REFE
R
T
O
E
X
T
ELEVATIONSMEMBRANE FLASHI
N
G
&
ALUM REGLET (.040
"
)
-
S
E
E
APPENDIX 'B'PLYWD FOR SPRAY
F
O
A
M
INSUL INSTALLATION 1/2" EXTERIOR (CDX
)
PLYWD SHEATHINGFILL BEAM SPACE w
/
RIGID INSUL WEATHER RESISTIVEBARRIER - SEE SPECA1
A5
0
2
SOLID PREFINISHED ALUMSOFFIT; SILVER - SEE SPECSEE STRUCT DWGS
F
O
R
FOUNDATION CON
D
I
T
I
O
N
S
GRAVEL SUBBASE -
S
E
E
STRUCT DWGS
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
11
'
-
6
"
A
.
F
.
F
.
T.
O
.
T
U
B
E
S
T
E
E
L
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
C1
A5
0
1
AL
U
M
S
T
O
R
E
F
R
O
N
T
SY
S
T
E
M
w
/
H
E
A
D
RE
C
E
P
T
O
R
T
O
M
A
T
C
H
,
T
Y
P
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
F
O
R
W
O
O
D
T
O
ST
E
E
L
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
SEE PLANFOR LOCATIONS; S
E
E
STRUCT DWGS CRTB
10
'
-
0
"
A
.
F
.
F
.
CE
I
L
I
N
G
H
E
I
G
H
T
0'
-
0
"
FI
N
.
F
L
O
O
R
AL
I
G
N
F
A
C
E
O
F
G
Y
P
B
D
W
I
T
H
FA
C
E
O
F
H
E
A
D
R
E
C
E
P
T
O
R
6"
(
1
6
G
A
.
)
M
T
L
S
T
U
D
B
O
X
HE
A
D
E
R
F
O
R
S
T
O
R
E
F
R
O
N
T
AT
T
A
C
H
M
E
N
T
1/
2
"
G
Y
P
B
D
(
P
R
I
M
E
D
FO
R
W
A
L
L
G
R
A
P
H
I
C
S
)
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
OF
A
L
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
WA
L
L
S
CL
E
A
R
S
I
L
I
C
O
N
E
S
E
A
L
A
N
T
AT
P
E
R
I
M
E
T
E
R
O
F
F
R
A
M
E
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
WH
I
T
E
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
-
S
E
E
R
E
F
L
E
C
T
E
D
CE
I
L
I
N
G
P
L
A
N
A
N
D
S
P
E
C
;
PR
O
V
I
D
E
H
O
L
D
D
O
W
N
C
L
I
P
S
SA
P
C
CL
E
A
R
S
I
L
I
C
O
N
E
S
E
A
L
A
N
T
AT
P
E
R
I
M
E
T
E
R
O
F
F
R
A
M
E
-
BO
T
H
S
I
D
E
S
3
5
/
8
"
(
2
0
G
A
.
)
M
T
L
S
T
U
D
S
@
16
"
O
C
AL
U
M
S
T
O
R
E
F
R
O
N
T
SY
S
T
E
M
w
/
H
E
A
D
RE
C
E
P
T
O
R
T
O
M
A
T
C
H
,
T
Y
P
EX
P
CL
-
1
FL
A
T
PT
-
2
AT
T
A
C
H
T
R
A
C
K
T
O
RO
O
F
D
E
C
K
w
/
2
#
1
0
TE
K
S
C
R
E
W
S
@
1
2
O
.
C
.
6"
(
1
6
G
A
.
)
M
T
L
S
T
U
D
BR
A
C
I
N
G
@
E
A
C
H
J
O
I
S
T
6"
(
1
6
G
A
.
)
M
T
L
S
T
U
D
B
R
A
C
I
N
G
@
4
8
"
O
C
12
12
16
G
A
C
L
I
P
w
/
(
2
)
H
I
L
T
I
X
-
U
UN
I
V
E
R
S
A
L
P
A
F
'
S
@
E
A
.
J
O
I
S
T
(4
)
#
1
0
S
C
R
E
W
S
@
E
A
C
H
E
N
D
DOUBLE WYTHEMASONRY WALL - SEESTRUCTURAL DWGS 11'-0" A.F.F.T.O. CANOPY STEEL
A1
En
t
r
y
D
o
o
r
Pr
i
m
a
r
y
T
o
w
e
r
S
e
c
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
PO
R
C
-
1
CO
N
C
.
2% SLOPE -MAXIMUM
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
GY
P
B
D
C
O
N
T
R
O
L
J
O
I
N
T
SL
I
P
T
Y
P
E
H
E
A
D
J
O
I
N
T
-
IN
S
T
A
L
L
P
E
R
M
F
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
1/
2
"
G
Y
P
B
D
JU
N
C
T
I
O
N
B
O
X
F
O
R
F
O
O
D
MA
R
K
E
T
/
L
O
G
O
S
I
G
N
ALUM STOREFRONTSYSTEM w/ HEADRECEPTOR TO MATC
H
,
T
Y
P
PILASTER BEYOND SOLID PREFINISHED A
L
U
M
SOFFIT; SILVER - SEE S
P
E
C
6" MTL STUDS @ 16"OC - SEE STRUCTDWGS
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
SE
E
S
T
R
U
C
T
D
W
G
S
C2A50128'-0" A.F.F.T.O. OUTRIGGER ST
U
D
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
1/
2
"
D
E
N
S
D
E
C
K
@
B
A
C
K
S
I
D
E
O
F
A
L
L
P
A
R
A
P
E
T
S
F
O
R
ME
M
B
R
A
N
E
A
D
H
E
S
I
O
N
;
G
C
T
O
V
E
R
I
F
Y
S
U
B
S
T
R
A
T
E
CO
M
P
A
T
I
B
I
L
I
T
Y
W
I
T
H
R
O
O
F
I
N
G
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
TO
I
N
S
T
A
L
L
A
T
I
O
N
ALUM FACED COM
P
O
S
I
T
E
PANEL (BRIGHT SILV
E
R
)
-
S
E
E
SPEC; PROVIDE TIG
H
T
-
F
I
T
MOLDING INSTALLA
T
I
O
N
SYSTEM AT PANEL J
O
I
N
T
S
A
N
D
1 PIECE TIGHT FIT EN
D
O
F
R
U
N
'J' MOLDING @ PER
I
M
E
T
E
R
P
E
R
MFR RECOMMEND
A
T
I
O
N
S
E.I.F.S. ON EPS BOA
R
D
-
SEE SPEC 2 1/2" MTL. STUDSDIAGONAL BRACIN
G
@ 16" O.C.E.I.F.S. CORNICE(BEYOND)
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A301-A306.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
Wa
l
l
Se
c
t
i
o
n
s
A-
3
0
2
NO
T
E
S
:
1.
RE
F
E
R
T
O
S
C
H
E
D
U
L
E
S
O
N
D
R
A
W
I
N
G
A
-
6
0
3
F
O
R
AL
L
F
I
N
I
S
H
A
N
D
I
N
S
U
L
A
T
I
O
N
C
A
L
L
-
O
U
T
S
.
2.
WR
B
T
O
B
E
S
E
A
L
E
D
A
N
D
T
A
P
E
D
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
.
W
R
B
T
O
W
R
A
P
I
N
S
I
D
E
OP
E
N
I
N
G
S
A
N
D
A
L
L
J
O
I
N
T
S
L
A
P
P
E
D
P
E
R
M
F
R
IN
S
T
A
L
L
A
T
I
O
N
R
E
Q
M
T
.
3.
PR
O
T
E
C
T
A
L
L
E
X
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
,
A
S
R
E
Q
U
I
R
E
D
B
Y
M
F
R
.
4.
PR
O
V
I
D
E
V
A
P
O
R
R
E
T
A
R
D
E
R
O
N
T
H
E
I
N
T
E
R
I
O
R
SI
D
E
O
F
E
X
T
E
R
I
O
R
M
E
T
A
L
S
T
U
D
W
A
L
L
S
B
E
H
I
N
D
TH
E
G
Y
P
.
B
O
A
R
D
I
N
Z
O
N
E
S
5
,
6
,
7
,
8
A
N
D
MA
R
I
N
E
4
.
B2
A5
0
2
B3
A5
0
2
B3
A5
0
1
SI
M
.
OP
P
.
HA
N
D
4"
2%
S
L
O
P
E
-
MA
X
I
M
U
M
0'-
0
"
FI
N
.
F
L
O
O
R
BE
Y
O
N
D
BL
R
D
-
4
SI
D
E
W
A
L
K
-
S
E
E
ST
R
U
C
T
D
W
G
S
PA
V
E
M
E
N
T
O
R
CO
N
C
-
S
E
E
C
I
V
I
L
DW
G
S
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
S
E
E
P
L
A
N
F
O
R
LO
C
A
T
I
O
N
S
;
S
E
E
S
T
R
U
C
T
DW
G
S
PE
R
I
M
E
T
E
R
C
O
L
U
M
N
IS
O
L
A
T
I
O
N
J
O
I
N
T
-
S
E
E
ST
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CR
T
B
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
3
2
"
OC
-
S
E
E
S
P
E
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
1/
2
"
G
Y
P
B
D
VB
-
1
ST
L
C
A
N
O
P
Y
F
R
A
M
I
N
G
-
SE
E
S
T
R
U
C
T
D
W
G
S
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
F
O
R
G
A
U
G
E
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
F
I
R
E
RE
T
A
R
D
A
N
T
T
R
E
A
T
E
D
P
L
Y
W
D
S
H
E
A
T
H
I
N
G
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
11
'
-
6
"
A
.
F
.
F
.
T.
O
.
T
U
B
E
S
T
E
E
L
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
C
O
L
U
M
N
-
S
E
E
S
T
R
U
C
T
D
W
G
S
15
'
-
7
"
A
.
F
.
F
.
JO
I
S
T
B
E
A
R
I
N
G
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
O
F
A
L
L
SA
L
E
S
F
L
O
O
R
G
Y
P
B
D
W
A
L
L
S
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
TE
R
M
I
N
A
T
I
O
N
B
A
R
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
-
IN
S
T
A
L
L
A
S
L
O
W
A
S
P
O
S
S
I
B
L
E
ON
P
I
L
A
S
T
E
R
GY
P
B
D
C
O
N
T
R
O
L
J
O
I
N
T
SL
I
P
T
Y
P
E
H
E
A
D
J
O
I
N
T
-
I
N
S
T
A
L
L
PE
R
M
F
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
2
1
/
2
"
(
2
0
G
A
)
M
T
L
ST
U
D
S
@
1
6
"
O
C
EX
P
CL
-
1
FL
A
T
PT
-
2
PL
Y
W
D
F
O
R
S
P
R
A
Y
F
O
A
M
IN
S
U
L
I
N
S
T
A
L
L
A
T
I
O
N
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
SI
M
.
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
S
T
E
E
L
PO
R
C
-
1
CO
N
C
.
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
D
W
G
S
B3
A5
0
1
A3A502SIM.OPP.HAND2% SLOPE -MAXIMUM
BE
Y
O
N
D
BL
R
D
-
4
SI
D
E
W
A
L
K
-
S
E
E
S
T
R
U
C
T
DW
G
S
PA
V
E
M
E
N
T
O
R
C
O
N
C
-
S
E
E
CI
V
I
L
D
W
G
S
ALUM STOREFRONT SYSTEM w/ HEADRECEPTOR TO MATCH, TYPSEE STRUCT DWGS FORFOUNDATION CONDITIONS GRAVEL SUBBASE - SEESTRUCT DWGS 6" MTL STUDS @ 16" OC - SEESTRUCT DWGS PILASTER BEYONDMASONRY VENEER - SEE SPEC SEE PLAN FOR LOCATIONS;SEE STRUCT DWGS PROVIDE CAVITY DRAINAGE MATERIAL -SEE SPEC MASONRY VENEER ANCHORS @ 16"O.C. (BOTH DIRECTIONS) MAX.COPPER LAMINATED THROUGH-WALLFLASHING - ATTACH TO RIGID INSUL w/TERMINATION BAR AND WEATHERMATEFLASHING - SEE SPEC PROVIDE MESH WEEPS @ 32" OC - SEESPEC SOLID PREFINISHED ALUMSOFFIT; SILVER - SEE SPECWD BLKGGROUT CAVITY BELOWFLASHING SOLID STL TUBE - SEE STRUCT. DWGS. FORWOOD BLOCKING TO STEELATTACHMENT DETAILGRAVEL SUBBASE - SEESTRUCT DWGS SPRAY FOAM INSUL - SEE SPEC1/2" GYP BDVB - 1 CLEAR SILICONE SEALANT ATPERIMETER OF FRAME - BOTH SIDES STL CA
N
O
P
Y
F
R
A
M
I
N
G
-
SEE ST
R
U
C
T
D
W
G
S
10" MT
L
J
O
I
S
T
S
@
2
4
"
O
C
-
S
E
E
STRUC
T
D
W
G
S
F
O
R
G
A
U
G
E
3/4" C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
F
I
R
E
RETAR
D
A
N
T
T
R
E
A
T
E
D
P
L
Y
W
D
S
H
E
A
T
H
I
N
G
TAPER
E
D
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
GRAY
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
APPEN
D
I
X
'
B
'
0'-0"FIN. FLOOR 11'-6" A.F.F.T.O. TUBE STEELCRTBCAST STONE SILL A3A501 ROOF INSUL - SEE APPENDIX 'B'MTL DECK - SEE STRUCT DWGSSTL JOIST - SEE STRUCT DWGS WHITE MEMBRANE ROOFING - SEEAPPENDIX 'B'TRIM-TEX TEAR AWAY L BEAD MOLDING -TYPICAL AT TOP OF ALL SALES FLOORGYP BD WALLSMEMBRANE FLASHING &ALUM REGLET (.040") - SEEAPPENDIX 'B'STL TUBE - SEE STRUCT. DWGS. FOR WOODTO STEEL ATTACHMENT DETAIL 6" MTL STUDS @ 16" OC - SEE STRUCT DWGS SPRAY FOAM INSUL - SEE SPEC STL ANGLE - SEE STRUCT DWGS 'FOOD MARKET' CHANNEL LETTER SIGN BY SIGN VENDOR -SIGN VENDOR TO COORDINATE FOOD MARKET SIGNAGEINSTALLATION. DO NOT INSTALL GYP BD UNTIL SIGNAGEELECTRICAL ROUGH-IN IS COMPLETE; CENTER LETTERSVERTICALLY AND HORIZONTALLY IN SIGN FIELDPROVIDE WD BLKG & NAILERS ASREQ'DEXPCL-1FLATPT-2 ALUM FACED COMPOSITE PANEL (SLATEGRAY) - SEE SPEC; PROVIDE TIGHT-FITMOLDING INSTALLATION SYSTEM AT PANELJOINTS AND 1 PIECE TIGHT FIT END OF RUN 'J'MOLDING @ PERIMETER PER MFRRECOMMENDATIONS1/2" GYP BD PLYWD FOR SPRAY FOAMINSUL INSTALLATION2" RIGID INSUL - EXTENDVERTICALLY FROM FINISHEDFLOOR 4'-0" MIN. OR TO T.O.FOOTING, WHICHEVER IS LESS 1 1/2" DOW THERMAX (ci)EXTERIOR INSUL 1 1/2" DOW THERMAX (ci)EXTERIOR INSUL3'-6 3/4" A.F.F.B.O. OPNG LPB - 3LPB-1 - HOLD 1/2" AFF;PROVIDE HEAVY DUTYSILICONE SEALANT (TYP)LPB - 1 1"CART WALL FOUNDATION - SEESTRUCTURAL DRAWINGS FORFOUNDATION CONDITIONS
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
S
T
E
E
L
1'-0"PORC-1CONC.EXPANSION FOAM -BY TILE INSTALLER DO
U
B
L
E
W
Y
T
H
E
MA
S
O
N
R
Y
W
A
L
L
-
S
E
E
STR
U
C
T
U
R
A
L
D
W
G
S
CA
S
T
S
T
O
N
E
C
A
P
SEE
A
1
/
A
5
0
1
1"
W
I
T
H
1
/
4
"
EXP
A
N
S
I
O
N
J
O
I
N
T
AG
A
I
N
S
T
W
A
L
L
,
S
E
E
PLA
N
F
O
R
L
O
C
A
T
I
O
N
S
;
SEE
S
T
R
U
C
T
D
W
G
S
CR
T
B
3'
-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
.
T
.
1"24'-0" A.F.F.T.O. OUTRIGGER STUD1/2" DENSDECK @ BACKSIDE OF ALLPARAPETS FOR MEMBRANE ADHESION;GC TO VERIFY SUBSTRATECOMPATIBILITY WITH ROOFINGCONTRACTOR PRIOR TO INSTALLATION1/2" EXTERIOR (CDX)PLYWD SHEATHING SIM.OPP.HANDWEATHER RESISTIVEBARRIER - SEE SPEC STL TUBE - SEESTRUCT DWGSGRAY MEMBRANE ROOFING -SEE APPENDIX 'B'E.I.F.S. ON EPS BOARD -SEE SPEC 2 1/2" MTL. STUDSDIAGONAL BRACING@ 16" O.C.E.I.F.S. CORNICE(BEYOND)6" MTL STUDS @ 16" OC- SEE STRUCT DWGS C2A501CONTINUOUS KICKER -SEE STRUCT DWGS
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
1/
2
"
D
E
N
S
D
E
C
K
@
B
A
C
K
S
I
D
E
O
F
AL
L
P
A
R
A
P
E
T
S
F
O
R
M
E
M
B
R
A
N
E
AD
H
E
S
I
O
N
;
G
C
T
O
V
E
R
I
F
Y
SU
B
S
T
R
A
T
E
C
O
M
P
A
T
I
B
I
L
I
T
Y
W
I
T
H
RO
O
F
I
N
G
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
T
O
IN
S
T
A
L
L
A
T
I
O
N
24
'
-
0
"
A
.
F
.
F
.
T.
O
.
O
U
T
R
I
G
G
E
R
S
T
U
D
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
C2
A5
0
3
8"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
SE
E
S
T
R
U
C
T
D
W
G
S
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A301-A306.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D1Full Height Window Secondary Tower Section - SCALE: 3/4" = 1'-0"
B1
En
d
P
i
l
a
s
t
e
r
a
t
C
a
n
o
p
y
Se
c
o
n
d
a
r
y
T
o
w
e
r
S
e
c
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
Wa
l
l
Se
c
t
i
o
n
s
A-
3
0
3
NO
T
E
S
:
1.
RE
F
E
R
T
O
S
C
H
E
D
U
L
E
S
O
N
D
R
A
W
I
N
G
A
-
6
0
3
F
O
R
AL
L
F
I
N
I
S
H
A
N
D
I
N
S
U
L
A
T
I
O
N
C
A
L
L
-
O
U
T
S
.
2.
WR
B
T
O
B
E
S
E
A
L
E
D
A
N
D
T
A
P
E
D
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
.
W
R
B
T
O
W
R
A
P
I
N
S
I
D
E
OP
E
N
I
N
G
S
A
N
D
A
L
L
J
O
I
N
T
S
L
A
P
P
E
D
P
E
R
M
F
R
IN
S
T
A
L
L
A
T
I
O
N
R
E
Q
M
T
.
3.
PR
O
T
E
C
T
A
L
L
E
X
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
,
A
S
R
E
Q
U
I
R
E
D
B
Y
M
F
R
.
4.
PR
O
V
I
D
E
V
A
P
O
R
R
E
T
A
R
D
E
R
O
N
T
H
E
I
N
T
E
R
I
O
R
SI
D
E
O
F
E
X
T
E
R
I
O
R
M
E
T
A
L
S
T
U
D
W
A
L
L
S
B
E
H
I
N
D
TH
E
G
Y
P
.
B
O
A
R
D
I
N
Z
O
N
E
S
5
,
6
,
7
,
8
A
N
D
MA
R
I
N
E
4
.
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
S
E
E
S
P
E
C
B3
A5
0
1
SI
M
.
OP
P
.
HA
N
D
15
'
-
7
"
A
.
F
.
F
.
JO
I
S
T
B
E
A
R
I
N
G
2%
S
L
O
P
E
-
MA
X
I
M
U
M
0'
-
0
"
FI
N
.
F
L
O
O
R
BE
Y
O
N
D
BL
R
D
-
4
SI
D
E
W
A
L
K
-
S
E
E
ST
R
U
C
T
D
W
G
S
PA
V
E
M
E
N
T
O
R
C
O
N
C
-
SE
E
C
I
V
I
L
D
W
G
S
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
PE
R
I
M
E
T
E
R
C
O
L
U
M
N
IS
O
L
A
T
I
O
N
J
O
I
N
T
-
S
E
E
ST
R
U
C
T
D
W
G
S
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
1/
2
"
G
Y
P
B
D
VB
-
1
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
O
F
AL
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
W
A
L
L
S
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
C
A
N
O
P
Y
F
R
A
M
I
N
G
-
SE
E
S
T
R
U
C
T
D
W
G
S
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
F
O
R
G
A
U
G
E
ME
M
B
R
A
N
E
F
L
A
S
H
I
N
G
&
A
L
U
M
RE
G
L
E
T
(
.
0
4
0
"
)
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
F
I
R
E
RE
T
A
R
D
A
N
T
T
R
E
A
T
E
D
P
L
Y
W
D
S
H
E
A
T
H
I
N
G
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
GY
P
B
D
C
O
N
T
R
O
L
J
O
I
N
T
SL
I
P
T
Y
P
E
H
E
A
D
J
O
I
N
T
-
IN
S
T
A
L
L
P
E
R
M
F
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
11
'
-
6
"
A
.
F
.
F
.
T.
O
.
T
U
B
E
S
T
E
E
L
2
1
/
2
"
(
2
0
G
A
)
M
T
L
ST
U
D
S
@
1
6
"
O
C
PL
Y
W
D
F
O
R
S
P
R
A
Y
F
O
A
M
IN
S
U
L
I
N
S
T
A
L
L
A
T
I
O
N
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
1
x
W
D
B
L
K
G
ST
L
C
O
L
U
M
N
(
B
E
Y
O
N
D
)
-
SE
E
S
T
R
U
C
T
D
W
G
S
B1
A5
0
3
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
-
H
O
L
D
1
/
2
"
A
F
F
;
PR
O
V
I
D
E
H
E
A
V
Y
D
U
T
Y
SI
L
I
C
O
N
E
S
E
A
L
A
N
T
(
T
Y
P
)
LP
B
-
1
B3
A5
0
2
EX
P
CL
-
1
FL
A
T
PT
-
2
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
S
T
E
E
L
PO
R
C
-
1
CO
N
C
.
MA
S
O
N
R
Y
V
E
N
E
E
R
S
H
A
L
L
B
E
S
E
L
F
SU
P
P
O
R
T
I
N
G
@
P
I
L
A
S
T
E
R
-
C
O
N
T
I
N
U
E
CO
U
R
S
I
N
G
T
H
R
O
U
G
H
C
A
N
O
P
Y
&
CR
E
A
T
E
P
O
C
K
E
T
F
O
R
F
R
A
M
I
N
G
4"
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
S
E
E
P
L
A
N
F
O
R
LO
C
A
T
I
O
N
S
;
S
E
E
S
T
R
U
C
T
DW
G
S
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CR
T
B
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
3
2
"
OC
-
S
E
E
S
P
E
C
DR
A
I
N
P
I
P
E
&
C
L
E
A
N
O
U
T
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
S
.
-
G
R
A
P
H
I
C
S
SH
O
W
N
A
R
E
D
I
A
G
R
A
M
M
A
T
I
C
&
FO
R
R
E
F
E
R
E
N
C
E
O
N
L
Y
RO
O
F
D
R
A
I
N
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
S
.
RO
O
F
D
R
A
I
N
L
E
A
D
E
R
-
S
E
E
C
I
V
I
L
DW
G
S
.
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
15'-7" A.F.F.JOIST BEARING
A3
A5
0
1
B3A501 OPP.HAND2% SLOPE -MAXIMUM
7'-
5
1
/
2
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
0'
-
0
"
FI
N
.
F
L
O
O
R
1/2"BEYONDBLRD - 4SIDEWALK - SEESTRUCT DWGS PAVEMENT OR CONC -SEE CIVIL DWGS ALUM STOREFRONTSYSTEM w/ HEADRECEPTOR TO MATCH, TYPSEE STRUCT DWGS FORFOUNDATION CONDITIONS GRAVEL SUBBASE - SEESTRUCT DWGS
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
PILASTER BEYONDMASONRY VENEER -SEE SPEC SEE PLAN FORLOCATIONS; SEE STRUCTDWGS PROVIDE CAVITY DRAINAGEMATERIAL - SEE SPECCRTB SLOPED ROWLOCKCOURSE BRICK SILLMASONRY VENEERANCHORS @ 16" O.C.(BOTH DIRECTIONS) MAX.COPPER LAMINATEDTHROUGH-WALL FLASHING - ATTACHTO RIGID INSUL w/ TERMINATIONBAR AND WEATHERMATE FLASHING -SEE SPECPROVIDE MESH WEEPS @ 32"OC - SEE SPEC SOLID PREFINISHED ALUMSOFFIT; SILVER - SEE SPEC2 x WD BLKGGROUT CAVITY BELOWFLASHING SOLID
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
F
O
R
WO
O
D
B
L
O
C
K
I
N
G
T
O
S
T
E
E
L
AT
T
A
C
H
M
E
N
T
D
E
T
A
I
L
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
1/
2
"
G
Y
P
B
D
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
O
F
AL
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
W
A
L
L
S
CL
E
A
R
S
I
L
I
C
O
N
E
S
E
A
L
A
N
T
AT
P
E
R
I
M
E
T
E
R
O
F
F
R
A
M
E
-
BO
T
H
S
I
D
E
S
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
STL CANOPY FRAMING -SEE STRUCT DWGS 10" MTL JOISTS @ 24" OC - SEESTRUCT DWGS FOR GAUGEMEMBRANE FLASHING & ALUMREGLET (.040") - SEE APPENDIX 'B'3/4" C-D EXPOSURE 1 (CDX) FIRERETARDANT TREATED PLYWD SHEATHING TAPERED INSUL - SEE APPENDIX 'B'GRAY MEMBRANE ROOFING -SEE APPENDIX 'B'
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
F
O
R
WO
O
D
T
O
S
T
E
E
L
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
GY
P
B
D
C
O
N
T
R
O
L
J
O
I
N
T
SL
I
P
T
Y
P
E
H
E
A
D
J
O
I
N
T
-
I
N
S
T
A
L
L
PE
R
M
F
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
D2
A5
0
1
11
'
-
6
"
A
.
F
.
F
.
T.
O
.
T
U
B
E
S
T
E
E
L
1/
2
"
G
Y
P
B
D
OP
P
.
HA
N
D
CAST STONE SILL
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
1 1/2" DOW THERMAX (ci)EXTERIOR INSUL
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
'FOOD MARKET' CHANNEL LETTERSIGN BY SIGN VENDOR - SIGNVENDOR TO COORDINATE FOODMARKET SIGNAGE INSTALLATION. DONOT INSTALL GYP BD UNTIL SIGNAGEELECTRICAL ROUGH-IN IS COMPLETE;CENTER LETTERS VERTICALLY ANDHORIZONTALLY IN SIGN FIELD PROVIDE WD BLKG &NAILERS AS REQ'D
EX
P
CL
-
1
FL
A
T
PT
-
2
ALUM FACED COMPOSITE PANEL (SLATEGRAY) - SEE SPEC; PROVIDE TIGHT-FITMOLDING INSTALLATION SYSTEM ATPANEL JOINTS AND 1 PIECE TIGHT FITEND OF RUN 'J' MOLDING @ PERIMETERPER MFR RECOMMENDATIONS
PL
Y
W
D
F
O
R
S
P
R
A
Y
F
O
A
M
IN
S
U
L
I
N
S
T
A
L
L
A
T
I
O
N
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
1 1/2" DOW THERMAX (ci)EXTERIOR INSUL
VB
-
1
1/2" EXTERIOR (CDX)PLYWD SHEATHING
FI
L
L
B
E
A
M
S
P
A
C
E
w
/
R
I
G
I
D
IN
S
U
L
-
H
O
L
D
1
/
2
"
A
F
F
;
PR
O
V
I
D
E
H
E
A
V
Y
D
U
T
Y
SI
L
I
C
O
N
E
S
E
A
L
A
N
T
(
T
Y
P
)
LP
B
-
1
WEATHER RESISTIVEBARRIER - SEE SPEC11'-0" A.F.F.T.O. CANOPY STEEL1'-0"
PO
R
C
-
1
CO
N
C
.
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
SE
E
S
T
R
U
C
T
D
W
G
S
DOUBLE WYTHEMASONRY WALL - SEESTRUCTURAL DWGS CAST STONE CAPSEE A1/A5011" WITH 1/4"EXPANSION JOINTAGAINST WALL, SEEPLAN FOR LOCATIONS;SEE STRUCT DWGS CRTB 3'-6 3/4" A.F.F.T.O. W.T.1"
28
'
-
0
"
A
.
F
.
F
.
T.
O
.
O
U
T
R
I
G
G
E
R
S
T
U
D
C1
A5
0
3
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
1/
2
"
D
E
N
S
D
E
C
K
@
B
A
C
K
S
I
D
E
O
F
AL
L
P
A
R
A
P
E
T
S
F
O
R
M
E
M
B
R
A
N
E
AD
H
E
S
I
O
N
;
G
C
T
O
V
E
R
I
F
Y
SU
B
S
T
R
A
T
E
C
O
M
P
A
T
I
B
I
L
I
T
Y
W
I
T
H
RO
O
F
I
N
G
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
T
O
IN
S
T
A
L
L
A
T
I
O
N
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
S
E
E
ST
R
U
C
T
D
W
G
S
8"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
C2A50124'-0" A.F.F.T.O. OUTRIGGER STUD
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
1/
2
"
D
E
N
S
D
E
C
K
@
B
A
C
K
S
I
D
E
O
F
A
L
L
PA
R
A
P
E
T
S
F
O
R
M
E
M
B
R
A
N
E
A
D
H
E
S
I
O
N
;
GC
T
O
V
E
R
I
F
Y
S
U
B
S
T
R
A
T
E
C
O
M
P
A
T
I
B
I
L
I
T
Y
WI
T
H
R
O
O
F
I
N
G
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
T
O
IN
S
T
A
L
L
A
T
I
O
N
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
SIM.E.I.F.S. ON EPS BOARD -SEE SPEC 2 1/2" MTL. STUDSDIAGONAL BRACING@ 16" O.C.E.I.F.S. CORNICE(BEYOND)
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A301-A306.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D1Transom Window Secondary Tower Section - SCALE: 3/4" = 1'-0"
B1
Mi
d
d
l
e
P
i
l
a
s
t
e
r
Pr
i
m
a
r
y
T
o
w
e
r
S
e
c
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
Wa
l
l
Se
c
t
i
o
n
s
A-
3
0
4
NOTES:1.REFER TO SCHEDULES ON DRAWING A-603 FORALL FINISH AND INSULATION CALL-OUTS.2.WRB TO BE SEALED AND TAPED PER MFRRECOMMENDATION. WRB TO WRAP INSIDEOPENINGS AND ALL JOINTS LAPPED PER MFRINSTALLATION REQMT.3.PROTECT ALL EXTERIOR SHEATHING DURINGCONSTRUCTION, AS REQUIRED BY MFR.4.PROVIDE VAPOR RETARDER ON THE INTERIORSIDE OF EXTERIOR METAL STUD WALLS BEHINDTHE GYP. BOARD IN ZONES 5, 6, 7, 8 ANDMARINE 4.
4
SE
E
S
T
R
U
C
T
D
W
G
S
FO
R
F
O
U
N
D
A
T
I
O
N
CO
N
D
I
T
I
O
N
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
DW
G
S
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
GR
A
V
E
L
S
U
B
B
A
S
E
-
SE
E
S
T
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
PR
O
V
I
D
E
C
A
V
I
T
Y
DR
A
I
N
A
G
E
M
A
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
FL
A
S
H
I
N
G
-
A
T
T
A
C
H
TO
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
AN
D
W
E
A
T
H
E
R
M
A
T
E
FL
A
S
H
I
N
G
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
WE
E
P
S
@
3
2
"
O
C
-
SE
E
S
P
E
C
GR
O
U
T
C
A
V
I
T
Y
BE
L
O
W
F
L
A
S
H
I
N
G
SO
L
I
D
0'-
0
"
FI
N
.
F
L
O
O
R
CA
S
T
S
T
O
N
E
S
I
L
L
EX
P
CL
-
1
FL
A
T
PT
-
2
3'
-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
A
T
E
R
T
A
B
L
E
2"
R
I
G
I
D
I
N
S
U
L
-
EX
T
E
N
D
V
E
R
T
I
C
A
L
L
Y
FR
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
TO
T
.
O
.
F
O
O
T
I
N
G
,
WH
I
C
H
E
V
E
R
I
S
L
E
S
S
1
1
/
2
"
D
O
W
TH
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
1/
2
"
G
Y
P
B
D
O
V
E
R
1
/
2
"
P
L
Y
W
D
B
E
T
W
E
E
N
7'
-
5
"
A
N
D
1
2
'
-
5
"
A
.
F
.
F
.
-
T
Y
P
.
A
L
O
N
G
EN
T
I
R
E
B
A
C
K
W
A
L
L
O
F
S
A
L
E
S
F
L
O
O
R
MU
L
T
I
-
D
E
C
K
UN
I
T
A1
A5
1
1
SI
M
.
OP
P
.
HA
N
D
7'
-
5
"
A
.
F
.
F
.
B.
O
.
P
L
Y
W
O
O
D
1/
2
"
G
Y
P
B
D
1/
2
"
G
Y
P
B
D
OV
E
R
1
/
2
"
PL
Y
W
D
12
'
-
5
"
A
.
F
.
F
.
T.
O
.
P
L
Y
W
O
O
D
(2
)
L
A
Y
E
R
S
1
/
2
"
G
Y
P
B
D
A
B
O
V
E
12
'
-
5
"
A
.
F
.
F
.
-
T
Y
P
.
A
L
O
N
G
E
N
T
I
R
E
BA
C
K
W
A
L
L
O
F
S
A
L
E
S
F
L
O
O
R
PO
R
C
-
1
CO
N
C
.
BR
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
2
4
"
O
C
-
S
E
E
S
P
E
C
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
8"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
C1
A5
0
2
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
S
E
E
S
T
R
U
C
T
D
W
G
S
D1A50215'-7" A.F.F.JOIST BEARING2% SLOPE -MAXIMUM 7'-4" A.F.F.B.O. LINTEL0'-0"FIN. FLOORSEE STRUCT DWGS FORFOUNDATION CONDITIONS GRAVEL SUBBASE - SEESTRUCT DWGS 6" MTL STUDS @ 16" OC - SEESTRUCT DWGS ROOF INSUL - SEE APPENDIX 'B'MTL DECK - SEE STRUCT DWGSSTL JOIST - SEE STRUCT DWGSMASONRY VENEER -SEE SPECMASONRY VENEERANCHORS @ 16" O.C.(BOTH DIRECTIONS) MAX.GRAY MEMBRANE ROOFING -SEE APPENDIX 'B'GRAVEL SUBBASE - SEESTRUCT DWGS SPRAY FOAM INSUL - SEE SPEC 1/2" GYP BD TRIM-TEX TEAR AWAY L BEADMOLDING - TYPICAL AT TOP OFALL SALES FLOOR GYP BD WALLSCLEAR SILICONE SEALANTAT PERIMETER OF FRAME -BOTH SIDES STL BEAM - SEE STRUCT DWGS 19'-9 1/2" A.F.F.T.O. FRAMINGPROVIDE VAPOR VENTS @24" OC - SEE SPECGYP BD CONTROL JOINTSLIP TYPE HEAD JOINT - INSTALLPER MFR'S RECOMMENDATIONSHM DOOR FRAME - SEE DOORSCHEDULEHM DOOR - SEE DOORSCHEDULEALUM ADA COMPLIANTTHRESHOLD - DO NOT PAINT INSULATE JOIST SEAT &BEAM SPACE2 1/2" (20 GA) MTLSTUDS @ 16" OCSIDEWALK - SEE STRUCT DWGS LIGHT GAUGE HEADER - SEESTRUCT DWGSSTL CLOSURE ANGLE -SEE STRUCT DWGS PROVIDE MESH WEEPS @ 32"OC - SEE SPEC PROVIDE CAVITYDRAINAGEMATERIAL - SEE SPEC EXPCL-1FLATPT-22" RIGID INSUL - EXTENDVERTICALLY FROM FINISHEDFLOOR 4'-0" MIN. OR TO T.O.FOOTING, WHICHEVER IS LESS 1 1/2" DOW THERMAX (ci)EXTERIOR INSULLPB - 1RETURN TODOOR FRAME FILL BEAM SPACE w/RIGID INSUL1" RIGID INSUL PORC-1CONC.STL TUBE - SEESTRUCT DWGS6" MTL STUDS @ 16" OC- SEE STRUCT DWGS8" MTL STUDS @ 16" OC- SEE STRUCT DWGSE.I.F.S. ON EPS BOARD -SEE SPEC 2 1/2" MTL. STUDSDIAGONAL BRACING@ 16" O.C.CONTINUOUS KICKER -SEE STRUCT DWGS0'-0"FIN. FLOOR
4
EXP - 1SEE STRUCT DWGS FORFOUNDATION CONDITIONS GRAVEL SUBBASE - SEESTRUCT DWGS 6" MTL STUDS @ 16" OC - SEESTRUCT DWGS ROOF INSUL - SEE APPENDIX 'B'MTL DECK - SEE STRUCT DWGSSTL JOIST - SEE STRUCT DWGS
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
SPRAY FOAM INSUL - SEE SPEC 1/2" GYP BD
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
SE
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
3
2
"
OC
-
S
E
E
S
P
E
C
CONC.STL ANGLE - SEE STRUCT DWGS
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
COOLER WALL -PROVIDED BY OWNER
CA
S
T
S
T
O
N
E
S
I
L
L
3'-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
A
T
E
R
T
A
B
L
E
2" RIGID INSUL - EXTENDVERTICALLY FROM FINISHEDFLOOR 4'-0" MIN. OR TO T.O.FOOTING, WHICHEVER IS LESS
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
FI
L
L
B
E
A
M
S
P
A
C
E
w
/
R
I
G
I
D
IN
S
U
L
REFER TO A102 FORWALL PROTECTION STL TUBE - SEESTRUCT DWGS
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
6" MTL STUDS @ 16" OC- SEE STRUCT DWGS8" MTL STUDS @ 16" OC- SEE STRUCT DWGS
C1
A5
0
2
GRAY MEMBRANE ROOFING -SEE APPENDIX 'B'CONTINUOUS KICKER -SEE STRUCT DWGS
10
'
-
0
"
A
.
F
.
F
.
CE
I
L
I
N
G
D
VB
-
1
0'
-
0
"
FI
N
.
F
L
O
O
R
EX
P
-
1
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
1/
2
"
G
Y
P
B
D
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
S
E
E
SP
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
3
2
"
OC
-
S
E
E
S
P
E
C
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
PO
R
C
-
1
SA
P
C
ST
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
16
"
O
.
C
.
(
B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
MA
X
.
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
1/
2
"
G
Y
P
B
D
CA
S
T
S
T
O
N
E
S
I
L
L
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
13
'
-
1
1
/
2
"
A
.
F
.
F
.
JO
I
S
T
B
E
A
R
I
N
G
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
3'-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
A
T
E
R
T
A
B
L
E
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
FI
L
L
B
E
A
M
S
P
A
C
E
w/
R
I
G
I
D
I
N
S
U
L
CO
N
C
.
C1
A5
0
2
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
SI
M
.
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
8"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
SE
E
S
T
R
U
C
T
D
W
G
S
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A301-A306.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D1Sales Floor at Egress Door Wall Section -SCALE: 3/4" = 1'-0"
B1
Lo
w
J
o
i
s
t
B
e
a
r
i
n
g
Wa
l
l
S
e
c
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A1
Sa
l
e
s
F
l
o
o
r
a
t
M
D
U
Wa
l
l
S
e
c
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C1Back Room a
t
C
o
o
l
e
r
Wall Section
-
SCALE: 3/4" = 1'-0"
Wa
l
l
Se
c
t
i
o
n
s
A-
3
0
5
NO
T
E
S
:
1.
RE
F
E
R
T
O
S
C
H
E
D
U
L
E
S
O
N
D
R
A
W
I
N
G
A
-
6
0
3
F
O
R
AL
L
F
I
N
I
S
H
A
N
D
I
N
S
U
L
A
T
I
O
N
C
A
L
L
-
O
U
T
S
.
2.
WR
B
T
O
B
E
S
E
A
L
E
D
A
N
D
T
A
P
E
D
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
.
W
R
B
T
O
W
R
A
P
I
N
S
I
D
E
OP
E
N
I
N
G
S
A
N
D
A
L
L
J
O
I
N
T
S
L
A
P
P
E
D
P
E
R
M
F
R
IN
S
T
A
L
L
A
T
I
O
N
R
E
Q
M
T
.
3.
PR
O
T
E
C
T
A
L
L
E
X
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
,
A
S
R
E
Q
U
I
R
E
D
B
Y
M
F
R
.
4.
PR
O
V
I
D
E
V
A
P
O
R
R
E
T
A
R
D
E
R
O
N
T
H
E
I
N
T
E
R
I
O
R
SI
D
E
O
F
E
X
T
E
R
I
O
R
M
E
T
A
L
S
T
U
D
W
A
L
L
S
B
E
H
I
N
D
TH
E
G
Y
P
.
B
O
A
R
D
I
N
Z
O
N
E
S
5
,
6
,
7
,
8
A
N
D
MA
R
I
N
E
4
.
D1
A5
0
2
0'
-
0
"
FI
N
.
F
L
O
O
R
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
GR
A
V
E
L
S
U
B
B
A
S
E
-
SE
E
S
T
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
1/
2
"
G
Y
P
B
D
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
O
F
AL
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
W
A
L
L
S
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
SL
I
P
T
Y
P
E
H
E
A
D
J
O
I
N
T
-
I
N
S
T
A
L
L
PE
R
M
F
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
2
1
/
2
"
(
2
0
G
A
)
M
T
L
ST
U
D
S
@
1
6
"
O
C
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
T-
2
TB
-
1
PO
R
C
-
1
SA
P
C
9'
-
6
"
A
.
F
.
F
.
CE
I
L
I
N
G
EX
P
-
1
12
'
-
2
1
/
2
"
A
.
F
.
F
.
T.
O
.
B
E
A
M
SP
A
N
D
R
E
L
A
L
U
M
ST
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
w
/
HE
A
D
R
E
C
E
P
T
O
R
T
O
M
A
T
C
H
11
'
-
4
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
SE
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
3
2
"
OC
-
S
E
E
S
P
E
C
CA
S
T
S
T
O
N
E
S
I
L
L
3'
-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
A
T
E
R
T
A
B
L
E
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
SS
-
2
2x
W
D
B
L
K
G
-
A
T
T
A
C
H
DI
R
E
C
T
L
Y
T
O
S
T
U
D
S
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
S
E
E
SP
E
C
FI
L
L
B
E
A
M
S
P
A
C
E
w
/
R
I
G
I
D
IN
S
U
L
CO
N
C
.
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
SI
D
E
W
A
L
K
-
S
E
E
ST
R
U
C
T
D
W
G
S
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
SI
M
.
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
8"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
14
'
-
0
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
D1
A5
0
5
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
SE
E
S
T
R
U
C
T
D
W
G
S
ROOF INSUL -SEE APPENDIX 'B'MTL DECK - SEESTRUCT DWGSSTL JOIST - SEESTRUCT DWGS WHITE MEMBRANEROOFING - SEEAPPENDIX 'B'GRAVEL SUBBASE -SEE STRUCT DWGS 0'-0"FIN. FLOOR 362S162-43 @ 16" O.C.7'-5" A.F.F.B.O. BOX HEADERPROVIDE 1x4 SHIM BLKGTO PLUMB VALANCE.MODIFY AS REQUIRED TOFIT AGAINST MULTIDECKUNIT HEADER EXPCL-1FLATPT-2FASCIALPB - 5
3'
-
1
0
"
ALIGN B.O. VALANCE@ MDU (VERIFY)10"PROVIDE BANDED EDGEBOTH TOP & BOTTOM 1/2" GYP BD11'-8" A.F.F.PAINT LINECL-2 CL-1MULTI-DECK UNIT
CO
N
C
.
CO
O
L
E
R
WA
L
L
-
PR
O
V
I
D
E
D
BY
O
W
N
E
R
10
'
-
0
"
T.
O
.
C
O
O
L
E
R
EX
P
-
1
RE
F
E
R
T
O
A
1
0
2
FO
R
W
A
L
L
PR
O
T
E
C
T
I
O
N
6"
362T125-43 (33KSI)CONT. w/ #10SCREW @ EACHSTUD FLANGEPORC-1
EX
P
A
N
S
I
O
N
FO
A
M
-
B
Y
TI
L
E
I
N
S
T
A
L
L
E
R
BO
N
D
BR
E
A
K
E
R
(2) 600S162-43 BOXHEADER ATTACHED ATEITHER SIDE w/ 14 GAHEADER BRACKET;SUPPORTED ON COOLERSIDE BY DOUBLE362S625-43 POST3"x6"x12" 12GA STL BENT PLATE FORFASCIA ATTACHMENT. SCREW TOTOP OF MULTIDECK UNIT. -CONFIRM ATTACHMENTLOCATION WITH MANUFACTURERBR
0'
-
0
"
FI
N
.
F
L
O
O
R
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
1/
2
"
G
Y
P
B
D
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
O
F
AL
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
W
A
L
L
S
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
AL
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
w
/
HE
A
D
R
E
C
E
P
T
O
R
T
O
M
A
T
C
H
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
F
O
R
WO
O
D
B
L
O
C
K
I
N
G
T
O
S
T
E
E
L
AT
T
A
C
H
M
E
N
T
D
E
T
A
I
L
11
'
-
4
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
EX
P
CL
-
1
FL
A
T
PT
-
2
ST
L
P
L
A
T
E
-
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
SE
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
3
2
"
OC
-
S
E
E
S
P
E
C
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
CA
S
T
S
T
O
N
E
S
I
L
L
3'
-
6
3
/
4
"
A
.
F
.
F
.
T.
O
.
W
A
T
E
R
T
A
B
L
E
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
SI
D
E
W
A
L
K
-
S
E
E
ST
R
U
C
T
D
W
G
S
CL
E
A
R
S
I
L
I
C
O
N
E
S
E
A
L
A
N
T
A
T
PE
R
I
M
E
T
E
R
O
F
F
R
A
M
E
-
B
O
T
H
S
I
D
E
S
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
S
E
E
SP
E
C
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
PO
R
C
-
1
CO
N
C
.
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
1/
2
"
G
Y
P
B
D
14
'
-
0
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
VB
-
1
C1
A5
0
5
D1
A5
0
2
SI
M
.
PR
O
V
I
D
E
V
A
P
O
R
V
E
N
T
S
@
24
"
O
C
-
S
E
E
S
P
E
C
E.
I
.
F
.
S
.
O
N
E
P
S
B
O
A
R
D
-
SE
E
S
P
E
C
2
1
/
2
"
M
T
L
.
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@
1
6
"
O
.
C
.
ST
L
T
U
B
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
8"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
CO
N
T
I
N
U
O
U
S
K
I
C
K
E
R
-
SE
E
S
T
R
U
C
T
D
W
G
S
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A301-A306.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
Wa
l
l
S
e
c
t
i
o
n
a
t
S
p
a
n
d
r
e
l
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
Wa
l
l
Se
c
t
i
o
n
s
A-
3
0
6
C1MDU @ Coo
l
e
r
Wall Section
-
SCALE: 3/4" = 1'-0"
NO
T
E
S
:
1.
RE
F
E
R
T
O
S
C
H
E
D
U
L
E
S
O
N
D
R
A
W
I
N
G
A
-
6
0
3
F
O
R
AL
L
F
I
N
I
S
H
A
N
D
I
N
S
U
L
A
T
I
O
N
C
A
L
L
-
O
U
T
S
.
2.
WR
B
T
O
B
E
S
E
A
L
E
D
A
N
D
T
A
P
E
D
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
.
W
R
B
T
O
W
R
A
P
I
N
S
I
D
E
OP
E
N
I
N
G
S
A
N
D
A
L
L
J
O
I
N
T
S
L
A
P
P
E
D
P
E
R
M
F
R
IN
S
T
A
L
L
A
T
I
O
N
R
E
Q
M
T
.
3.
PR
O
T
E
C
T
A
L
L
E
X
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
,
A
S
R
E
Q
U
I
R
E
D
B
Y
M
F
R
.
4.
PR
O
V
I
D
E
V
A
P
O
R
R
E
T
A
R
D
E
R
O
N
T
H
E
I
N
T
E
R
I
O
R
SI
D
E
O
F
E
X
T
E
R
I
O
R
M
E
T
A
L
S
T
U
D
W
A
L
L
S
B
E
H
I
N
D
TH
E
G
Y
P
.
B
O
A
R
D
I
N
Z
O
N
E
S
5
,
6
,
7
,
8
A
N
D
MA
R
I
N
E
4
.
B1
Wa
l
l
S
e
c
t
i
o
n
a
t
C
l
e
r
e
s
t
o
r
y
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
4" CONCRETE CART BUMPER- SEE STRUCTURAL DWGS.CARTS BY OWNER -VERIFY SIZE OF CARTORDERED WITH ALDICONSTRUCTIONREPRESENTATIVE.PRIOR TOPLACEMENT OFRAILS & STARTERPOSTS
DA
S
H
E
D
L
I
N
E
A
T
A
U
T
O
M
A
T
I
C
DO
O
R
S
D
E
N
O
T
E
S
D
I
R
E
C
T
I
O
N
O
F
BR
E
A
K
A
W
A
Y
E
M
E
R
G
E
N
C
Y
EG
R
E
S
S
F
E
A
T
U
R
E
BLRD - 4(TYP.)C2A504A2A504 C3A5041'-8"10'-4"19'-4"1'-8"24'-8"
24
'
-
8
"
19'-4"10'-4"B
C
DTRASH CAN 18'-5"12'-4"8'-2"7'-9 1/2"4 1/2"3'-9"4 1/2"4'-2 5/8"4'-2 5/8"VESTIBULE101 D2A504 2'-1"101CA101B101A8'-2"7'-6 3/4" CLRBREAKOUT OPG16'-0"OPERABLEPANELOPERABLEPANEL OPERABLEPANELOPERABLEPANELFIXEDPANELFIXEDPANELFIXEDPANELFIXEDPANEL 7'-10 1/2"47'-4"1'-11"7"2'-8 1/2"1'-10"
7'-10 1/2"
28
'
-
0
"
7"
1'-10"
STL ANGLE CENTERED ONFIXED AND OPERABLEPANELS - SEE STRUCTDWGS
1'-11"2'-8 1/2"
LO
C
K
E
R
S
HO
L
D
W
I
N
G
W
A
L
L
TI
G
H
T
T
O
B
A
S
I
N
AC
-
3
60
5'
-
0
"
5'
-
0
"
CL
O
S
E
T
W
I
T
H
SH
E
L
F
A
N
D
RO
D
RE
F
.
SI
N
K
2'-10 1/2"
CLEAR
14'-6"
4'
-
0
1
/
2
"
3"
18'-11 7/8"6"11'-2 1/2"6"10'-11 5/8"6"
CO
N
C
R
E
T
E
P
A
D
F
O
R
SP
R
I
N
K
L
E
R
S
T
A
N
D
P
I
P
E
-
CO
O
R
D
P
A
D
S
I
Z
E
W
/
IN
S
T
A
L
L
E
D
E
Q
U
I
P
PO
W
E
R
W
A
L
L
RO
O
F
A
C
C
E
S
S
LA
D
D
E
R
MO
P
S
I
N
K
ON
E
W
A
Y
G
L
A
S
S
60
60
SP
R
I
N
K
L
E
R
M
A
I
N
WA
T
E
R
S
E
R
V
I
C
E
FD
FD
1'
-
6
"
CL
E
A
R
1'-
6
"
CL
E
A
R
AC
-
4
AC
-
5
AC
-
3
3
5
/
8
"
ME
N
S
10
5
HA
L
L
10
4
BR
E
A
K
RO
O
M
10
6
UT
I
L
I
T
Y
AR
E
A
10
8
BA
C
K
R
O
O
M
10
9
WO
M
E
N
S
10
3
42'-8"
12'-0"
9'-6"
17
"
D
I
A
.
3
6
"
E
L
E
C
T
R
I
C
A
L
CL
E
A
R
A
N
C
E
F
L
O
O
R
LA
B
E
L
-
E
M
E
D
C
O
S
K
U
JF
D
1
8
4
5
3
5
/
8
"
4'
-
4
"
5'
-
5
7
/
8
"
3
5
/
8
"
8'
-
3
5
/
8
"
5'
-
3
1
/
2
"
14
'
-
5
5
/
8
"
2'-1 3/4"2'-1 3/4"3 5/8"
60
54
30
48
PR
O
V
I
D
E
2
"
GR
O
M
M
E
T
S
I
N
CO
U
N
T
E
R
T
O
P
S
-
CO
N
F
I
R
M
L
O
C
A
T
I
O
N
S
W/
A
L
D
I
R
E
P
P
R
I
O
R
T
O
DR
I
L
L
I
N
G
60
13'-5 3/4"
58
TA
B
L
E
S
A
N
D
CH
A
I
R
S
28
'
-
0
3
/
4
"
1'-
4
3
/
8
"
4'-6 1/8"
60
B2
A5
1
2
AC
-
1
30
48
6"
3'-0 1/8"
EL
E
C
T
R
I
C
A
L
E
Q
U
I
P
M
E
N
T
-
SE
E
E
-
3
0
1
GA
S
M
E
T
E
R
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
S
G
10
7
10
3
10
5
10
9
D
10
6
10
9
C
3'
-
0
"
60
54
30
48
54 60
3
5
/
8
"
30
48
60
E F
1'-10 1/2"
3 5/8"
16
'
-
1
1
1
/
4
"
6"
3'
-
1
"
3
5
/
8
"
17'-9 1/8"
6'-7 3/8"
2'
-
0
"
AC
-
1
1'
-
8
1
/
8
"
C1
A5
1
3
D
D2
A5
0
5
54
OW
N
E
R
F
U
R
N
I
S
H
E
D
SA
F
E
&
C
A
B
I
N
E
T
OW
N
E
R
F
U
R
N
I
S
H
E
D
CO
U
N
T
E
R
S
CA
B
I
N
E
T
S
(
A
B
O
V
E
)
OF
F
I
C
E
10
7
I.
T
.
R
A
C
K
-
CO
O
R
D
I
N
A
T
E
W
I
T
H
AL
D
I
C
O
N
S
T
R
U
C
T
I
O
N
RE
P
R
E
S
E
N
T
A
T
I
V
E
PR
O
V
I
D
E
V
A
P
O
R
BA
R
R
I
E
R
O
N
W
A
L
L
S
AD
J
A
C
E
N
T
T
O
FR
E
E
Z
E
R
O
N
FR
E
E
Z
E
R
S
I
D
E
O
F
WA
L
L
OW
N
E
R
FU
R
N
I
S
H
E
D
SM
A
R
T
S
A
F
E
OW
N
E
R
F
U
R
N
I
S
H
E
D
FI
L
I
N
G
C
A
B
I
N
E
T
S
ST
R
I
P
E
A
R
E
A
I
N
F
R
O
N
T
OF
E
L
E
C
T
R
I
C
P
A
N
E
L
S
PT
-
1
0
/
C
L
-
4
3
5
/
8
"
11'-8 3/8"
FD
FL
O
O
R
SC
R
U
B
B
E
R
3'
-
0
3
/
8
"
3 5/8"
1'-6 3/8"
1'
-
1
0
3
/
8
"
3 5/8"
4'-2 1/2"7'
-
1
7
/
8
"
2'-1"
6"
1'-4 3/8"
1'-0"
3 5/8"
3 5/8"
2'-4 1/2"
3 5/8"
3'
-
0
1
/
4
"
6"
3
1
/
2
"
16
D
O
O
R
F
R
E
E
Z
E
R
16
'
-
0
"
x
4
3
'
-
7
"
RE
F
E
R
T
O
C
2
/
A
5
1
2
FO
R
O
F
F
I
C
E
C
O
U
N
T
E
R
AT
T
A
C
H
M
E
N
T
J
1'
-
0
"
2'-0"
1'
-
5
"
NO PARKING NO PARKIN
G
11'-6"6'-0"CENTER ON DOOROPENINGDOUBLE AC
T
I
N
G
IMPACT DO
O
R
16 DOOR FREEZER16'-0" x 43'-7"6'-0"7'-5"
22'-0"
16'-0"1'-1 1/2"8'-5 1/4
"
REVERSED ANGLEPALLET BUMPER 2'-7"
6"6"4"
6"3'-7 3/8"1'-0 1/2"8"7"8'-2 1/
2
"
CLEA
R
BA
C
K
R
O
O
M
10
9
8'-0"
3
1
/
2
"
5'-2 3/8"
A1A512
16
'
-
6
"
MA
N
A
G
E
R
OR
G
A
N
I
Z
A
T
I
O
N
DE
S
K
1'-8 1/2"
4"
EV
A
P
O
R
A
T
O
R
-
V
E
R
I
F
Y
EX
A
C
T
L
O
C
A
T
I
O
N
W
I
T
H
RE
F
R
I
G
E
R
A
T
I
O
N
P
A
C
K
A
G
E
6'
-
0
"
10
'
-
1
"
Mc
C
U
E
E
Q
U
I
P
M
E
N
T
GU
A
R
D
R
A
I
L
6'
-
0
"
1'-0"8"
6"
3'-0"
2'-3 1/2"
14
'
-
4
3
/
4
"
5'
-
0
"
1'-3 1/4"STRIPE AREAS IN FRONT O
F
MANAGER ORGANIZATIO
N
D
E
S
K
AND IMPACT DOORS PT-1
0
/
C
L
-
4
1'-0"J-BOX MOUNTEDTO FREEZER WALLBY RC @ 2'-6" AFFJ-BOXMOUNTED TOFREEZER WALLBY RC @ 9'-0"AFF 2'-7"3 5/8"1'-1"3 5/8"3'-2 3/8"
3
5
/
8
"
16
D
O
O
R
C
O
O
L
E
R
22
'
-
0
"
x
6
5
'
-
0
"
3 5/8"1'-0"1" RIGID MTL CONDUITEMBEDDED IN SLAB FORHEAT TRACE TAPE BY RC- COORD w/ RC ANDSTRUCT DWGS; SEEDETAIL B2/A5111'-6"SPOTMERCHANDISERS
Mc
C
U
E
E
Q
U
I
P
M
E
N
T
GU
A
R
D
R
A
I
L
2'-2"2'-3 1/2"
2'
-
0
"
X
6
'
-
0
"
R
E
B
H
E
A
V
Y
D
U
T
Y
AL
D
I
S
H
E
L
V
I
N
G
-
C
O
N
T
A
C
T
JB
U
D
Z
@
R
E
B
S
T
O
R
A
G
E
.
C
O
M
3/
8
"
x
4
"
x
1
2
"
L
L
V
BE
N
T
P
L
A
T
E
P
A
L
L
E
T
BU
M
P
E
R
A
T
B
A
S
E
OF
S
H
E
L
V
I
N
G
7A60110
2
A
CH
A
S
E
W
A
L
L
NO
T
E
:
1.
CO
O
R
D
I
N
A
T
E
L
O
C
A
T
I
O
N
O
F
G
U
A
R
D
R
A
I
L
S
W
I
T
H
EQ
U
I
P
M
E
N
T
B
E
F
O
R
E
P
L
A
C
E
M
E
N
T
.
2.
GU
A
R
D
R
A
I
L
D
I
M
E
N
S
I
O
N
S
A
R
E
T
O
C
E
N
T
E
R
L
I
N
E
O
F
PO
S
T
S
.
H
O
R
I
Z
O
N
T
A
L
R
A
I
L
S
C
O
M
E
I
N
8
'
-
0
"
M
A
X
.
IN
C
R
E
M
E
N
T
S
.
C
O
N
T
A
C
T
M
c
C
U
E
F
O
R
M
O
R
E
IN
F
O
R
M
A
T
I
O
N
.
RE
F
R
I
G
E
R
A
T
I
O
N
U
N
I
T
CH
A
S
E
W
A
L
L
5'-0"
1'-6"
4'
-
1
1
1
/
2
"
6"
4"
6"
16
'
-
7
"
5'
-
5
3
/
4
"
4'
-
1
1
1
/
2
"
4'-8"
1'
-
3
"
1'
-
5
"
2'-
6
"
16
'
-
7
"
Mc
C
U
E
E
Q
U
I
P
M
E
N
T
GU
A
R
D
R
A
I
L
3 5/8"
1/
2
"
1/
2
"
EV
A
P
O
R
A
T
O
R
-
V
E
R
I
F
Y
EX
A
C
T
L
O
C
A
T
I
O
N
W
I
T
H
RE
F
R
I
G
E
R
A
T
I
O
N
P
A
C
K
A
G
E
IN
S
U
L
A
T
E
C
O
L
U
M
N
I
N
S
I
D
E
O
F
C
O
O
L
E
R
W/
E
X
P
A
N
D
I
N
G
F
O
A
M
T
O
3
'
-
0
"
A
B
O
V
E
TO
P
O
F
C
O
O
L
E
R
B
O
X
6'
-
8
"
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A401.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
PL
A
N
N
O
R
T
H
B2
En
l
a
r
g
e
d
P
l
a
n
-
A
n
c
i
l
l
a
r
y
S
p
a
c
e
s
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
En
l
a
r
g
e
d
P
l
a
n
s
A-
4
0
1
NO
T
E
:
1.
CO
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
S
O
F
AL
L
W
A
L
L
M
O
U
N
T
E
D
I
T
E
M
S
A
N
D
P
R
O
V
I
D
E
SO
L
I
D
B
L
O
C
K
I
N
G
F
O
R
M
O
U
N
T
I
N
G
.
2.
MI
L
L
W
O
R
K
D
I
M
E
N
S
I
O
N
S
S
H
O
W
N
A
R
E
F
O
R
RE
F
E
R
E
N
C
E
O
N
L
Y
.
D
I
M
E
N
S
I
O
N
S
S
H
O
U
L
D
BE
V
E
R
I
F
I
E
D
A
N
D
C
O
O
R
D
I
N
A
T
E
D
W
I
T
H
MI
L
L
W
O
R
K
S
U
P
P
L
I
E
R
.
3.
(2
)
S
I
N
G
L
E
U
S
E
R
R
E
S
T
R
O
O
M
S
A
R
E
PR
O
V
I
D
E
D
F
O
R
C
U
S
T
O
M
E
R
U
S
E
.
PL
A
N
N
O
R
T
H
C1Enlarged Pla
n
-
E
n
t
r
y
SCALE: 1/4" = 1'-0"
PL
A
N
N
O
R
T
H
D2Enlarged Pla
n
-
C
o
o
l
e
r
/
F
r
e
e
z
e
r
SCALE: 1/4" = 1'-0"
PL
A
N
N
O
R
T
H
B1
En
l
a
r
g
e
d
P
l
a
n
-
R
e
f
r
i
g
e
r
a
t
i
o
n
U
n
i
t
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
S
T
E
E
L
B1
A5
0
1
OP
P
.
HA
N
D
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
FI
R
E
R
E
T
A
R
D
A
N
T
T
R
E
A
T
E
D
PL
Y
W
D
S
H
E
A
T
H
I
N
G
2
x
4
W
D
B
L
K
G
PR
E
-
F
I
N
I
S
H
E
D
D
R
I
P
E
D
G
E
;
PR
O
V
I
D
E
1
2
"
M
I
N
.
S
P
L
I
C
E
PL
A
T
E
@
J
O
I
N
T
S
ST
L
C
H
A
N
N
E
L
-
S
E
E
S
T
R
U
C
T
DW
G
S
SE
A
L
A
N
T
,
T
Y
P
PR
O
V
I
D
E
T
I
G
H
T
-
F
I
T
M
O
L
D
I
N
G
IN
S
T
A
L
L
A
T
I
O
N
S
Y
S
T
E
M
A
T
PA
N
E
L
J
O
I
N
T
S
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
2
x
6
W
D
B
L
K
G
AL
U
M
F
A
C
E
D
C
O
M
P
O
S
I
T
E
PA
N
E
L
(
B
R
I
G
H
T
S
I
L
V
E
R
)
-
S
E
E
SP
E
C
;
C
O
N
T
I
N
U
O
U
S
F
R
O
M
ED
G
E
O
F
R
O
O
F
T
O
3
/
4
"
P
A
S
T
AL
U
M
S
O
F
F
I
T
P
A
N
E
L
w
/
'
J
'
CH
A
N
N
E
L
-
P
R
E
F
I
N
I
S
H
E
D
BR
I
G
H
T
S
I
L
V
E
R
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
7/
8
"
M
T
L
H
A
T
CH
A
N
N
E
L
S
@
2
4
"
O
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
AL
U
M
S
O
F
F
I
T
;
S
I
L
V
E
R
-
SE
E
S
P
E
C
PR
E
-
F
I
N
I
S
H
E
D
D
R
I
P
E
D
G
E
;
PR
O
V
I
D
E
1
2
"
M
I
N
.
S
P
L
I
C
E
PL
A
T
E
@
J
O
I
N
T
S
AL
U
M
F
A
C
E
D
CO
M
P
O
S
I
T
E
P
A
N
E
L
-
S
E
E
S
P
E
C
;
CO
N
T
I
N
U
O
U
S
FR
O
M
E
D
G
E
O
F
RO
O
F
T
O
3
/
4
"
P
A
S
T
AL
U
M
S
O
F
F
I
T
PA
N
E
L
w
/
'
J
'
CH
A
N
N
E
L
-
PR
E
F
I
N
I
S
H
E
D
BR
I
G
H
T
S
I
L
V
E
R
TE
R
M
I
N
A
T
I
O
N
B
A
R
P
E
R
M
F
R
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
;
IN
S
T
A
L
L
A
S
L
O
W
A
S
P
O
S
S
I
B
L
E
O
N
P
I
L
A
S
T
E
R
PR
O
V
I
D
E
1
/
2
"
B
E
A
D
O
F
S
E
A
L
A
N
T
@
IN
T
E
R
S
E
C
T
I
O
N
O
F
T
E
R
M
I
N
A
T
I
O
N
B
A
R
&
MA
S
O
N
R
Y
-
P
E
R
M
F
R
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
AL
U
M
I
N
U
M
C
O
M
P
O
S
I
T
E
P
A
N
E
L
S
TE
R
M
I
N
A
T
I
O
N
B
A
R
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
1
P
I
E
C
E
T
I
G
H
T
F
I
T
E
N
D
OF
R
U
N
'
J
'
M
O
L
D
I
N
G
ME
M
B
R
A
N
E
FL
A
S
H
I
N
G
&
AL
U
M
R
E
G
L
E
T
(.
0
4
0
"
)
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
1
1
/
2
"
D
O
W
TH
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
IN
S
U
L
2
x
6
W
D
B
L
K
G
ST
L
B
E
A
M
-
S
E
E
ST
R
U
C
T
D
W
G
S
7/
8
"
M
T
L
H
A
T
CH
A
N
N
E
L
S
@
2
4
"
O
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
28'-0" A.F.F.T.O. OUTRIGGER STUD
1'
-
1
0
1
/
4
"
SL
O
P
E
T
O
R
O
O
F
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
,
PL
Y
W
D
S
H
E
A
T
H
I
N
G
-
S
L
O
P
E
TO
W
A
R
D
S
R
O
O
F
GRAY MEMBRANE ROOFING -SEE APPENDIX 'B'1 x WD BLKGPRE-FINISHED DRIP EDGE; PROVIDE12" MIN. SPLICE PLATE @ JOINTSSEALANT, TYPALUM FACED COMPOSITE PANEL(BRIGHT SILVER) - SEE SPEC; PROVIDETIGHT-FIT MOLDING INSTALLATIONSYSTEM AT PANEL JOINTS AND 1 PIECETIGHT FIT END OF RUN 'J' MOLDING @ PERIMETER PER MFRRECOMMENDATIONS 1/2" EXTERIOR (CDX)PLYWD SHEATHING PILASTER BEYOND
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
B
E
A
M
-
S
E
E
ST
R
U
C
T
D
W
G
S
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
1/
2
"
D
E
N
S
D
E
C
K
@
BA
C
K
S
I
D
E
O
F
A
L
L
PA
R
A
P
E
T
S
F
O
R
ME
M
B
R
A
N
E
AD
H
E
S
I
O
N
;
G
C
T
O
VE
R
I
F
Y
S
U
B
S
T
R
A
T
E
CO
M
P
A
T
I
B
I
L
I
T
Y
W
I
T
H
RO
O
F
I
N
G
CO
N
T
R
A
C
T
O
R
P
R
I
O
R
TO
I
N
S
T
A
L
L
A
T
I
O
N
GR
A
Y
M
E
M
B
R
A
N
E
RO
O
F
I
N
G
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
1'-
7
1
/
4
"
3"
E.I.F.S. ON 1/2" EXTERIORPLYWD SHEATHING8"3 1/2"7"6 1/2"1 3/4"3 1/2"
3/
4
"
B1A501
1"
NO
T
E
:
VE
R
I
F
Y
A
L
L
B
L
K
G
L
O
C
A
T
I
O
N
D
I
M
E
N
S
I
O
N
S
W
I
T
H
RE
F
R
I
G
E
R
A
T
I
O
N
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
T
O
R
O
O
F
I
N
S
T
A
L
L
A
T
I
O
N
.
4"
MIN.
BA
S
E
O
F
R
E
F
R
I
G
E
R
A
T
I
O
N
CO
N
D
E
N
S
E
R
24
G
A
G
A
L
V
S
T
E
E
L
C
A
P
WH
I
T
E
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
RO
O
F
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
2x
6
W
D
B
L
K
G
B
Y
G
C
-
R
I
P
HI
G
H
S
I
D
E
B
L
O
C
K
I
N
G
T
O
LE
V
E
L
U
N
I
T
MT
L
D
E
C
K
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
GC
S
H
A
L
L
V
E
R
I
F
Y
H
E
I
G
H
T
OF
B
L
O
C
K
I
N
G
W
/
RO
O
F
I
N
G
C
O
N
T
R
A
C
T
O
R
AN
D
D
E
P
T
H
O
F
I
N
S
U
L
A
T
I
O
N
PR
I
O
R
T
O
P
L
A
C
E
M
E
N
T
4"
RU
N
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
UN
D
E
R
E
D
G
E
M
E
T
A
L
PR
E
-
F
I
N
I
S
H
E
D
D
R
I
P
E
D
G
E
;
P
R
O
V
I
D
E
1
2
"
MI
N
.
S
P
L
I
C
E
P
L
A
T
E
@
J
O
I
N
T
S
PR
O
V
I
D
E
L
A
P
O
V
E
R
E
D
G
E
M
E
T
A
L
P
E
R
RO
O
F
I
N
G
M
F
R
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
LI
N
E
O
F
C
A
N
O
P
Y
O
R
T
O
W
E
R
O
U
T
R
I
G
G
E
R
CO
N
T
C
L
E
A
T
-
I
N
S
T
A
L
L
P
E
R
MF
R
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
PR
O
V
I
D
E
S
O
L
I
D
W
D
B
L
K
G
F
O
R
E
D
G
E
ME
T
A
L
A
T
T
A
C
H
M
E
N
T
IN
S
T
A
L
L
M
A
S
T
I
C
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
0'-
0
"
FI
N
.
F
L
O
O
R
VE
S
T
I
B
U
L
E
10
1
PO
R
C
-
1
2"
R
I
G
I
D
I
N
S
U
L
-
EX
T
E
N
D
V
E
R
T
I
C
A
L
L
Y
4'
-
0
"
M
I
N
.
O
R
T
O
T
O
P
OF
F
O
O
T
I
N
G
W
H
I
C
H
EV
E
R
I
S
L
E
S
S
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
CO
N
D
I
T
I
O
N
S
PILASTER BEYONDALUM SLIDING DOOR &FRAMING w/ BOTTOMTRACK @ FIXED SIDEUNITS ONLY (BY ALDI)SIDEWALK - SEESTRUCT DWGSGRAVEL SUBBASE - SEESTRUCT DWGS
HE
L
I
X
Z
2
E
N
T
R
Y
M
A
T
-
SE
E
S
P
E
C
AU
T
O
D
O
O
R
S
I
L
L
B
Y
AU
T
O
D
O
O
R
V
E
N
D
O
R
1/2"
CO
N
C
.
STEEL ANGLE - SEESTRUCT DWGS1" EXP JOINT
4
5
/
8
"
1 5/8"
3
5
/
8
"
2 5/16"
11/16"
1"
DR
I
P
E
D
G
E
1'
-
1
"
2 5/16"
11
"
1"
1"
1 5/8"
11/16"
DR
I
P
E
D
G
E
WA
T
E
R
T
A
B
L
E
T
R
I
M
CA
R
T
W
A
L
L
C
A
P
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
ST
E
E
L
PI
L
A
S
T
E
R
B
E
Y
O
N
D
AL
U
M
F
A
C
E
D
C
O
M
P
O
S
I
T
E
PA
N
E
L
-
S
E
E
S
P
E
C
;
P
R
O
V
I
D
E
TI
G
H
T
-
F
I
T
M
O
L
D
I
N
G
IN
S
T
A
L
L
A
T
I
O
N
S
Y
S
T
E
M
A
T
PA
N
E
L
J
O
I
N
T
S
A
N
D
1
P
I
E
C
E
TI
G
H
T
F
I
T
E
N
D
O
F
R
U
N
'
J
'
MO
L
D
I
N
G
@
P
E
R
I
M
E
T
E
R
P
E
R
MF
R
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
1/
2
"
E
X
T
E
R
I
O
R
(
C
D
X
)
PL
Y
W
D
S
H
E
A
T
H
I
N
G
ME
M
B
R
A
N
E
F
L
A
S
H
I
N
G
&
AL
U
M
R
E
G
L
E
T
(
.
0
4
0
"
)
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
GR
A
Y
M
E
M
B
R
A
N
E
RO
O
F
I
N
G
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
FI
R
E
R
E
T
A
R
D
A
N
T
T
R
E
A
T
E
D
PL
Y
W
D
S
H
E
A
T
H
I
N
G
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
7/
8
"
M
T
L
H
A
T
CH
A
N
N
E
L
S
@
2
4
"
O
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
SE
A
L
A
N
T
,
T
Y
P
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
ST
L
T
U
B
E
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
FO
R
W
O
O
D
B
L
O
C
K
I
N
G
T
O
ST
E
E
L
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
(2
)
L
A
Y
E
R
S
3
/
4
"
P
L
Y
W
D
AL
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
w/
H
E
A
D
R
E
C
E
P
T
O
R
T
O
MA
T
C
H
,
T
Y
P
8"
NOTE:VERIFY ALL BLKG LOCATION DIMENSIONS WITH REFRIGERATIONCONTRACTOR PRIOR TO CURB INSTALLATION.PIPE CLAMPROOF MEMBRANE - SEEPROJECT MANUALAPPENDIX 'B'REFRIGERATION LINESPIPE CLAMP"PATE" ROOF CAP PCC-5 BY GCSEALANT, TYPICAL BY GC"PATE" ROOF CURB PCA-2 BY GC2 1/2" RIGIDINSULATION BY GC2x4 P.T. WDBLKG BY GCROOF DECK ANDINSULATION BY GCSTEEL ANGLE - SEESTRUCT.7'-5 1/2"B.O. OPNG COL8"1/2" GYP BDSTL TUBE SEE STRUCT. DWGS.FOR WOOD BLOCKING TOSTEEL ATTACHMENT DETAIL1/2" GYP BDSPRAY FOAM INSUL - SEE SPEC6" MTL STUDS @ 16" OC - SEESTRUCT DWGS ALUM STOREFRONT SYSTEMSEALANT, TYP2 x WD BLKGSLOPED ROWLOCKCOURSE BRICK SILLCOPPER LAMINATED THROUGH-WALL FLASHING - SEE SPECPILASTER BEYONDMASONRY VENEER - SEE SPECMASONRY VENEER ANCHORS@ 16" O.C. (BOTHDIRECTIONS) MAX.1 1/2" DOW THERMAX (ci)EXTERIOR INSUL SILL PANFLASHING (TYP.)
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A501-A505.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C
.
A2
Ca
n
o
p
y
A
s
s
e
m
b
l
y
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
B1
Fl
a
s
h
i
n
g
a
t
C
a
n
o
p
y
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
6
"
=
1
'
-
0
"
B2
Ro
o
f
C
u
r
b
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
"
=
1
'
-
0
"
B3
En
d
o
f
C
a
n
o
p
y
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
C1Slab at Entry
/
E
x
i
t
D
o
o
r
Exterior Sect
i
o
n
D
e
t
a
i
l
-
SCALE: 1" = 1'-0"C2Parapet at T
o
w
e
r
s
Exterior Sect
i
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"
Ex
t
e
r
i
o
r
De
t
a
i
l
s
-
S
e
c
t
i
o
n
A-
5
0
1
A3
Ca
n
o
p
y
a
t
W
i
n
d
o
w
s
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
(
L
o
w
T
o
w
e
r
)
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
D1Roof Penetration curb Exterior Section Detail - SCALE: 1 1/2" = 1'-0"
A1
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
SC
A
L
E
:
3
"
=
1
'
-
0
"
D2B.O. Transom Opening Exterior Section Detail - SCALE: 1 1/2" = 1'-0"
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
ST
E
E
L
10
'
-
0
"
A
.
F
.
F
.
CE
I
L
I
N
G
T
I
L
E
CO
L
2
1
/
4
"
CL
OF
S
T
U
D
1/
2
"
E
X
T
E
R
I
O
R
(
C
D
X
)
PL
Y
W
D
S
H
E
A
T
H
I
N
G
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
SP
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
DW
G
S
.
F
O
R
W
O
O
D
BL
O
C
K
I
N
G
T
O
S
T
E
E
L
AT
T
A
C
H
M
E
N
T
D
E
T
A
I
L
2
x
1
0
W
D
B
L
K
G
2
1
/
4
"
@
E
N
T
R
A
N
C
E
D
O
O
R
S
2
1
/
2
"
@
S
T
O
R
E
F
R
O
N
T
GL
A
Z
I
N
G
PI
L
A
S
T
E
R
B
E
Y
O
N
D
AL
U
M
F
A
C
E
D
C
O
M
P
O
S
I
T
E
P
A
N
E
L
(B
R
I
G
H
T
S
I
L
V
E
R
)
-
S
E
E
S
P
E
C
;
P
R
O
V
I
D
E
TI
G
H
T
-
F
I
T
M
O
L
D
I
N
G
I
N
S
T
A
L
L
A
T
I
O
N
SY
S
T
E
M
A
T
P
A
N
E
L
J
O
I
N
T
S
A
N
D
1
PI
E
C
E
T
I
G
H
T
F
I
T
E
N
D
O
F
R
U
N
'
J
'
MO
L
D
I
N
G
@
P
E
R
I
M
E
T
E
R
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
ME
M
B
R
A
N
E
F
L
A
S
H
I
N
G
&
AL
U
M
R
E
G
L
E
T
(
.
0
4
0
"
)
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
FI
R
E
R
E
T
A
R
D
A
N
T
T
R
E
A
T
E
D
PL
Y
W
D
S
H
E
A
T
H
I
N
G
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
7/
8
"
M
T
L
H
A
T
CH
A
N
N
E
L
S
@
2
4
"
O
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
'J
'
C
H
A
N
N
E
L
-
M
A
T
C
H
S
O
F
F
I
T
CO
L
O
R
SE
A
L
A
N
T
,
T
Y
P
SA
P
C
AL
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
w
/
HE
A
D
R
E
C
E
P
T
O
R
T
O
M
A
T
C
H
,
TY
P
WE
A
T
H
E
R
R
E
S
I
S
T
I
V
E
BA
R
R
I
E
R
-
S
E
E
S
P
E
C
CL
CR
T
B
0'
-
0
"
FI
N
.
F
L
O
O
R
VB
-
1
LP
B
-
1
PO
R
C
-
1
OF
S
T
U
D
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
1
1
/
2
"
'
D
O
W
T
H
E
R
M
A
X
'
(C
1
)
I
N
S
U
L
A
T
I
O
N
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
32
"
O
C
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
SE
E
S
P
E
C
S
E
E
P
L
A
N
F
O
R
LO
C
A
T
I
O
N
S
;
S
E
E
ST
R
U
C
T
D
W
G
S
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
1/
2
"
E
X
P
J
O
I
N
T
SI
D
E
W
A
L
K
-
S
E
E
S
T
R
U
C
T
DW
G
S
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
IN
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
DW
G
S
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
FI
N
I
S
H
E
D
F
L
O
O
R
4
'
-
0
"
M
I
N
.
OR
T
O
T
.
O
.
F
O
O
T
I
N
G
,
WH
I
C
H
E
V
E
R
I
S
L
E
S
S
1/2"
PR
O
V
I
D
E
H
E
A
V
Y
DU
T
Y
S
I
L
I
C
O
N
E
SE
A
L
A
N
T
E
N
T
I
R
E
LE
N
G
T
H
O
F
G
A
P
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
HE
L
I
X
Z
2
E
N
T
R
Y
MA
T
-
S
E
E
S
P
E
C
CO
N
C
.
CO
L
8"
LP
B
-
1
LP
B
-
3
3'
-
6
3
/
4
"
A
.
F
.
F
.
B.
O
.
O
P
N
G
A1
A5
0
1
TY
P
1"
PL
A
S
T
I
C
L
A
M
I
N
A
T
E
O
N
3/
4
"
P
A
R
T
I
C
L
E
B
O
A
R
D
WI
N
D
O
W
S
I
L
L
2
x
W
D
B
L
K
G
ST
L
T
U
B
E
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
FO
R
W
O
O
D
B
L
O
C
K
I
N
G
T
O
ST
E
E
L
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
AL
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
SE
A
L
A
N
T
,
T
Y
P
CA
S
T
S
T
O
N
E
S
I
L
L
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
T
H
R
O
U
G
H
-
WA
L
L
F
L
A
S
H
I
N
G
-
S
E
E
S
P
E
C
PI
L
A
S
T
E
R
B
E
Y
O
N
D
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
1
6
"
O
.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
SI
L
L
P
A
N
F
L
A
S
H
I
N
G
(T
Y
P
.
)
NO
T
E
:
P
R
O
V
I
D
E
W
A
L
L
OP
E
N
I
N
G
F
L
A
S
H
I
N
G
A
T
AL
L
O
P
E
N
I
N
G
S
-
R
E
F
E
R
T
O
SP
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
FU
R
T
H
E
R
I
N
F
O
R
M
A
T
I
O
N
.
CL
6"
SL
O
P
E
T
O
P
CO
N
C
PL
W
D
0'
-
0
"
FI
N
.
F
L
O
O
R
OF
S
T
U
D
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
1
6
"
O
.
C
.
(
B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
MA
X
.
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
PR
O
V
I
D
E
C
A
V
I
T
Y
D
R
A
I
N
A
G
E
MA
T
E
R
I
A
L
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
2
4
"
O
C
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
A
T
T
A
C
H
TO
R
I
G
I
D
I
N
S
U
L
w
/
T
E
R
M
I
N
A
T
I
O
N
B
A
R
AN
D
W
E
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
S
E
E
SP
E
C
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
C
L
E
A
R
S
E
A
L
A
N
T
@
WA
L
L
&
F
L
O
O
R
L
I
N
E
O
F
PA
L
L
E
T
B
U
M
P
E
R
S
PA
L
L
E
T
B
U
M
P
E
R
,
T
Y
P
-
L
6
x
3
-
1
/
2
x
5
/
1
6
"
w
/
3
/
4
"
D
I
A
.
x
4
"
EX
P
A
N
S
I
O
N
A
N
C
H
O
R
S
@
4
8
"
O.
C
.
M
A
X
,
F
I
L
L
w
/
C
O
N
C
R
E
T
E
AF
T
E
R
P
L
A
C
E
M
E
N
T
-
V
E
R
I
F
Y
LO
C
A
T
I
O
N
S
w
/
P
L
A
N
,
F
U
L
L
Y
WE
L
D
A
L
L
S
E
A
M
S
A
N
D
G
R
I
N
D
SM
O
O
T
H
P
R
I
O
R
T
O
P
A
I
N
T
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
2"
R
I
G
I
D
I
N
S
U
L
-
E
X
T
E
N
D
VE
R
T
I
C
A
L
L
Y
F
R
O
M
F
I
N
I
S
H
E
D
FL
O
O
R
4
'
-
0
"
M
I
N
.
O
R
T
O
T
.
O
.
FO
O
T
I
N
G
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
0'
-
0
"
FI
N
.
F
L
O
O
R
CL
VB
-
1
CR
T
B
CO
L
OF
S
T
U
D
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
IN
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
ST
L
C
O
L
U
M
N
-
S
E
E
ST
R
U
C
T
D
W
G
S
PE
R
I
M
E
T
E
R
C
O
L
U
M
N
IS
O
L
A
T
I
O
N
J
O
I
N
T
-
SE
E
S
T
R
U
C
T
D
W
G
S
2"
R
I
G
I
D
I
N
S
U
L
-
EX
T
E
N
D
V
E
R
T
I
C
A
L
L
Y
4'
-
0
"
M
I
N
.
O
R
T
O
TO
P
O
F
F
O
O
T
I
N
G
WH
I
C
H
E
V
E
R
I
S
L
E
S
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
1
6
"
O
.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
PR
O
V
I
D
E
C
A
V
I
T
Y
DR
A
I
N
A
G
E
M
A
T
E
R
I
A
L
-
SE
E
S
P
E
C
PR
O
V
I
D
E
M
E
S
H
W
E
E
P
S
@
32
"
O
C
-
S
E
E
S
P
E
C
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
AT
T
A
C
H
T
O
R
I
G
I
D
I
N
S
U
L
w
/
TE
R
M
I
N
A
T
I
O
N
B
A
R
A
N
D
WE
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
-
SE
E
S
P
E
C
S
E
E
P
L
A
N
F
O
R
LO
C
A
T
I
O
N
S
;
S
E
E
ST
R
U
C
T
D
W
G
S
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
1/
2
"
E
X
P
J
O
I
N
T
SI
D
E
W
A
L
K
-
S
E
E
S
T
R
U
C
T
DW
G
S
SE
E
S
T
R
U
C
T
D
W
G
S
F
O
R
FO
U
N
D
A
T
I
O
N
C
O
N
D
I
T
I
O
N
S
CO
N
C
.
PO
R
C
-
1
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
11
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
A
N
O
P
Y
ST
E
E
L
CL
CO
L
OF
S
T
U
D
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
ST
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
SP
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
TE
R
M
I
N
A
T
I
O
N
B
A
R
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SE
E
A
P
P
E
N
D
I
X
'
B
'
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
PL
Y
W
D
S
H
E
A
T
H
I
N
G
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
7/
8
"
M
T
L
H
A
T
CH
A
N
N
E
L
S
@
2
4
"
O
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
'J
'
C
H
A
N
N
E
L
-
M
A
T
C
H
S
O
F
F
I
T
CO
L
O
R
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
16
"
O
.
C
.
(
B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
D
W
G
S
1'
-
1
1
/
2
"
TY
P
.
FACE OF STUD TOCL. OF DRAINȭ
13
'
-
1
1
/
2
"
A
.
F
.
F
.
JO
I
S
T
B
E
A
R
I
N
G
1
1
/
2
"
'
D
O
W
T
H
E
R
M
A
X
'
(
C
1
)
IN
S
U
L
A
T
I
O
N
IN
S
U
L
A
T
E
J
O
I
S
T
S
E
A
T
&
B
E
A
M
SP
A
C
E
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
2
1
/
2
"
(
2
0
G
A
)
M
T
L
S
T
U
D
S
@
16
"
O
C
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
1
6
"
O
.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
GYP BDCONTROL JOINT ROOF LEADER -SEE PLUMB DWGS
FI
L
L
B
E
A
M
S
P
A
C
E
w
/
R
I
G
I
D
IN
S
U
L
SECONDARY LEADER - SEEPLUMB DWGS ROOF DRAIN ANDSECONDARY DRAIN - SEEPLUMB DWGS.GRAY MEMBRANE ROOFING - SEEAPPENDIX 'B'CONTINUOUS KICKER - SEE STRUCTDWGSROOF INSUL - SEE APPENDIX 'B'MTL DECK - SEE STRUCT DWGS STL JOIST - SEE STRUCT DWGS
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
WHITE MEMBRANE ROOFING -SEE APPENDIX 'B'ROOF INSUL - SEEAPPENDIX 'B'MTL DECK - SEESTRUCT DWGSSTL ANGLE -SEE STRUCT DWGS
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
STL JOIST - SEE
PI
L
A
S
T
E
R
B
E
Y
O
N
D
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
SL
O
P
E
T
O
R
O
O
F
COL
1x
P
T
W
D
B
L
K
G
PR
E
-
F
I
N
I
S
H
E
D
D
R
I
P
E
D
G
E
;
P
R
O
V
I
D
E
12
"
M
I
N
.
S
P
L
I
C
E
P
L
A
T
E
@
J
O
I
N
T
S
PROVIDE VAPOR VENTS @24" OC - SEE SPEC 1/2" DENSDECK @ BACKSIDE OF ALL PARAPETSFOR MEMBRANE ADHESION; GC TO VERIFYSUBSTRATE COMPATIBILITY WITH ROOFINGCONTRACTOR PRIOR TO INSTALLATION STL BEAM - SEE STRUCT DWGS 3/4" C-D EXPOSURE 1 (CDX), PLYWDSHEATHING - SLOPE TOWARDS ROOF8" MLT. STUD @ 16" OC -SEE STRUCT DWGS 3"GRAY MEMBRANE ROOFING -SEE APPENDIX 'B'
SE
A
L
A
N
T
,
T
Y
P
1/
2
"
E
X
T
E
R
I
O
R
(
C
D
X
)
PL
Y
W
D
S
H
E
A
T
H
I
N
G
PI
L
A
S
T
E
R
B
E
Y
O
N
D
E.
I
.
F
.
S
.
O
N
1
/
2
"
E
X
T
E
R
I
O
R
PL
Y
W
D
S
H
E
A
T
H
I
N
G
8"3 1/2"7"6 1/2"1
3
/
4
"
3
1
/
2
"
3/
4
"
2"
1'
-
8
1
/
4
"
2
1
/
2
"
M
E
T
A
L
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@1
6
"
O
.
C
.
B1
A5
0
1
SI
M
CLOF
S
T
U
D
1 1/2" DOW THERMAX (ci)EXTERIOR INSUL WRAP MEMBRANE UP PARAPETWALL & UNDER EDGE METAL -SEAL PER MFRRECOMMENDATIONS
SL
O
P
E
T
O
R
O
O
F
1x
P
T
W
D
B
L
K
G
PR
E
-
F
I
N
I
S
H
E
D
D
R
I
P
E
D
G
E
;
PR
O
V
I
D
E
1
2
"
M
I
N
.
S
P
L
I
C
E
PL
A
T
E
@
J
O
I
N
T
S
STL BEAM - SEESTRUCT DWGS 3/4" C-D EXPOSURE 1 (CDX),PLYWD SHEATHING - SLOPETOWARDS ROOF8" MLT. STUD @ 16" OC -SEE STRUCT DWGS 3"
SE
A
L
A
N
T
,
T
Y
P
1/
2
"
E
X
T
E
R
I
O
R
(
C
D
X
)
PL
Y
W
D
S
H
E
A
T
H
I
N
G
E.
I
.
F
.
S
.
O
N
1
/
2
"
E
X
T
E
R
I
O
R
PL
Y
W
D
S
H
E
A
T
H
I
N
G
8"3 1/2"7"6 1/2"1
3
/
4
"
3
1
/
2
"
3/
4
"
2"
1'
-
8
1
/
4
"
2
1
/
2
"
M
E
T
A
L
S
T
U
D
S
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
@1
6
"
O
.
C
.
6" MLT. STUD @ 16" OC -SEE STRUCT DWGS
B1
A5
0
1
SI
M
1/2" DENSDECK @ BACKSIDE OF ALLPARAPETS FOR MEMBRANE ADHESION;GC TO VERIFY SUBSTRATECOMPATIBILITY WITH ROOFINGCONTRACTOR PRIOR TO INSTALL.
19
'
-
9
1
/
2
"
A
.
F
.
F
.
T.
O
.
F
R
A
M
I
N
G
B1A501SIMSLOPECLWRAP MEMBRANE UP PARAPETWALL & UNDER EDGE METAL -SEAL PER MFRRECOMMENDATIONSSTL BEAM - SEESTRUCT DWGS 3/4" C-D EXPOSURE 1 (CDX),PLYWD SHEATHING - SLOPETOWARDS ROOF8" MLT. STUD @ 16" OC -SEE STRUCT DWGS 3"6" MLT. STUD @ 16" OC -SEE STRUCT DWGS 1x PT WD BLKGPRE-FINISHED DRIP EDGE;PROVIDE 12" MIN. SPLICEPLATE @ JOINTSSEALANT, TYP 1/2" EXTERIOR (CDX)PLYWD SHEATHING E.I.F.S. ON 1/2"EXTERIOR PLYWDSHEATHING 8"3 1/2"7"6 1/2"1 3/4"3 1/2"3/4"2"OF STUD19'-9 1/2" A.F.F.T.O. FRAMING2 1/2" METAL STUDSDIAGONAL BRACING@16" O.C.1 1/2" DOW THERMAX (ci)EXTERIOR INSUL 1/2" DENSDECK @ BACKSIDE OFALL PARAPETS FOR MEMBRANEADHESION; GC TO VERIFYSUBSTRATE COMPATIBILITY WITHROOFING CONTRACTOR PRIORTO INSTALL.15'-7" A.F.F.T.O. STEEL STL BEAM - SEE STRUCT DWGS2 1/2" (20 GA) MTL STUDS @ 16" OC MASONRY VENEER - SEE SPECMASONRY VENEER ANCHORS @ 16"O.C. (BOTH DIRECTIONS) MAX.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A501-A505.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C
.
A1
Ca
n
o
p
y
C
o
n
n
e
c
t
i
o
n
a
t
S
t
o
r
e
f
r
o
n
t
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
(
H
i
g
h
T
o
w
e
r
)
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A2
Ty
p
.
W
a
l
l
B
a
s
e
a
t
S
i
d
e
w
a
l
k
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A3
B.
O
.
F
u
l
l
H
e
i
g
h
t
W
i
n
d
o
w
O
p
e
n
i
n
g
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B1
Ty
p
.
W
a
l
l
B
a
s
e
a
t
G
r
a
d
e
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B2
Co
l
u
m
n
B
a
s
e
a
t
E
n
d
P
i
l
a
s
t
e
r
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B3
Ca
n
o
p
y
a
t
E
n
d
P
i
l
a
s
t
e
r
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
D2Parapet at Scupper Exterior Section Detail - SCALE: 1 1/2" = 1'-0"
Ex
t
e
r
i
o
r
De
t
a
i
l
s
-
S
e
c
t
i
o
n
A-
5
0
2
C1Exterior Sect
i
o
n
D
e
t
a
i
l
SCALE: 1 1/2" = 1'-0"D1Exterior Section DetailSCALE: 1 1/2" = 1'-0"
6
T
R
E
A
D
S
@
1
1
"
=
5
'
-
6
"
11
"
2'-10"
7 EQ. RISERS
2'-10"
0'
-
0
"
FI
N
.
F
L
O
O
R
1
1
/
2
"
3'-6"
2'-10"3'-6"
2'-10"
6 TREADS @ 11" = 5'-6"0'-0"FIN. FLOOR 11"2'-10"7 EQ. RISERS 1'-0"2'-10"1 1/2" DIA SCHEDULE 40 PIPE (1.9"OD) RAILING MOUNTED TO WALLWITH 1/4" x 4" DIA STL PLATE @BOTTOM ANCHOR WITH (3) 1/4" EXPBOLTSCOORD ALL CONCCONSTRUCTIONWITH STRUCT DWGSTRUCK WELL CONC SLABSEALANT OVER 1/2"EXP JT TYP @ADJACENT SLABS PROVIDE COARSEBROOM FINISH ON STAIRS
1
1
/
2
"
D
I
A
S
C
H
E
D
U
L
E
4
0
P
I
P
E
(1
.
9
"
O
D
)
R
A
I
L
I
N
G
W
E
L
D
E
D
TO
G
U
A
R
D
R
A
I
L
I
N
G
SL
O
P
E
L
A
N
D
I
N
G
2
%
M
A
X
.
AW
A
Y
F
R
O
M
B
L
D
G
SE
T
R
A
I
L
I
N
G
I
N
NO
N
S
H
R
I
N
K
G
R
O
U
T
MI
N
4
"
E
M
B
E
D
M
E
N
T
IN
P
V
C
S
L
E
E
V
E
S
CO
O
R
D
A
L
L
C
O
N
C
CO
N
S
T
R
U
C
T
I
O
N
W
I
T
H
ST
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
C
O
A
R
S
E
BR
O
O
M
F
I
N
I
S
H
O
N
S
T
A
I
R
S
TR
U
C
K
W
E
L
L
C
O
N
C
S
L
A
B
SE
A
L
A
N
T
O
V
E
R
1
/
2
"
EX
P
J
T
T
Y
P
@
AD
J
A
C
E
N
T
S
L
A
B
S
1
1
/
2
"
D
I
A
S
C
H
E
D
U
L
E
40
P
I
P
E
(
1
.
9
"
O
D
)
RA
I
L
I
N
G
SE
T
R
A
I
L
I
N
G
I
N
NO
N
S
H
R
I
N
K
G
R
O
U
T
MI
N
4
"
E
M
B
E
D
M
E
N
T
IN
P
V
C
S
L
E
E
V
E
S
SL
O
P
E
L
A
N
D
I
N
G
2
%
MA
X
.
A
W
A
Y
F
R
O
M
BL
D
G
CO
O
R
D
A
L
L
C
O
N
C
CO
N
S
T
R
U
C
T
I
O
N
WI
T
H
S
T
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
C
O
A
R
S
E
BR
O
O
M
F
I
N
I
S
H
O
N
S
T
A
I
R
S
TR
U
C
K
W
E
L
L
C
O
N
C
S
L
A
B
SE
A
L
A
N
T
O
V
E
R
1
/
2
"
EX
P
J
T
T
Y
P
@
AD
J
A
C
E
N
T
S
L
A
B
S
1'
-
0
"
5'
-
9
"
RA
I
L
I
N
G
T
Y
P
E
'
A
'
RA
I
L
I
N
G
T
Y
P
E
'
B
'
4'
-
0
"
M
A
X
.
4'
-
0
"
M
A
X
.
6"
M
A
X
.
4
1
/
4
"
4"3"
3'-3"
3'-3"
4"3"
EQ
.
EQ
.
1'-
0
"
TY
P
.
RA
I
L
I
N
G
T
Y
P
E
'
A
'
S
H
A
L
L
N
O
T
E
X
T
E
N
D
PA
S
T
T
H
E
P
O
I
N
T
W
H
E
N
T
H
E
R
E
I
S
MO
R
E
T
H
A
N
3
0
"
O
F
G
R
A
D
E
DI
F
F
E
R
E
N
C
E
O
N
E
A
C
H
S
I
D
E
O
F
RE
T
A
I
N
I
N
G
W
A
L
L
4'
-
0
"
M
A
X
.
1
1
/
2
"
D
I
A
S
C
H
E
D
U
L
E
40
P
I
P
E
(
1
.
9
"
O
D
)
TO
P
O
F
R
E
T
A
I
N
I
N
G
WA
L
L
,
T
Y
P
2"
I
N
S
I
D
E
R
A
D
I
U
S
,
T
Y
P
1
1
/
2
"
D
I
A
S
C
H
E
D
U
L
E
40
P
I
P
E
(
1
.
9
"
O
D
)
TO
P
O
F
R
E
T
A
I
N
I
N
G
WA
L
L
,
T
Y
P
2"
I
N
S
I
D
E
R
A
D
I
U
S
,
T
Y
P
1/
2
"
D
I
A
S
C
H
E
D
U
L
E
4
0
P
I
P
E
(.
8
4
"
O
D
)
@
4
1
/
4
"
O
C
M
A
X
FA
C
E
O
F
B
U
I
L
D
I
N
G
O
R
AD
J
A
C
E
N
T
S
T
R
U
C
T
U
R
E
GR
O
U
T
S
L
E
E
V
E
,
S
E
E
DE
T
A
I
L
B
3
/
A
5
0
3
1/
2
"
D
I
A
S
C
H
E
D
U
L
E
4
0
P
I
P
E
(.
8
4
"
O
D
)
@
1
2
3
/
4
"
O
C
M
A
X
GR
O
U
T
S
L
E
E
V
E
,
S
E
E
DE
T
A
I
L
B
3
/
A
5
0
3
2'-0" CLEARMIN.ROOF ACCESSHATCH W/ SAFETYRAIL DESIGN ANDPREDRILLEDFLASHING -INSTALL PER MFRRECOMMENDATIONS PROVIDE CURBW/ BLKG FORATTACHMENTOF ROOFMEMBRANEWRAP MEMBRANEUP SIDE WALL ANDUNDER COUNTERFLASHING2 x WD BLKGMTL DECK - SEE STRUCT DWGS STL ANGLE - SEE STRUCT DWGSVERIFY LADDER BRACKET DOES NOTINTERFERE WITH ROOF HATCH FRAME
4"
1
1
/
2
"
D
I
A
(
1
.
9
"
O
.
D
.
)
PI
P
E
R
A
I
L
I
N
G
PO
U
R
A
B
L
E
S
E
A
L
A
N
T
(1
/
4
"
M
I
N
.
D
E
P
T
H
)
FI
L
L
S
L
E
E
V
E
W
/
N
O
N
-
S
H
R
I
N
K
GR
O
U
T
P
R
I
O
R
T
O
I
N
S
E
R
T
I
N
G
L
E
G
OF
P
I
P
E
R
A
I
L
I
N
G
4"
D
I
A
P
V
C
P
I
P
E
C
A
S
T
I
N
T
O
CO
N
C
2x
4
W
D
B
L
K
G
TE
R
M
I
N
A
T
I
O
N
B
A
R
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
;
IN
S
T
A
L
L
A
S
L
O
W
A
S
PO
S
S
I
B
L
E
O
N
P
I
L
A
S
T
E
R
GR
A
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
TA
P
E
R
E
D
I
N
S
U
L
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
3/
4
"
C
-
D
E
X
P
O
S
U
R
E
1
(
C
D
X
)
FI
R
E
R
E
T
A
R
D
A
N
T
T
R
E
A
T
E
D
PL
Y
W
D
S
H
E
A
T
H
I
N
G
10
"
M
T
L
J
O
I
S
T
S
@
2
4
"
O
C
-
SE
E
S
T
R
U
C
T
D
W
G
S
7/
8
"
M
T
L
H
A
T
C
H
A
N
N
E
L
S
@
24
"
O
C
SO
L
I
D
P
R
E
F
I
N
I
S
H
E
D
A
L
U
M
SO
F
F
I
T
;
S
I
L
V
E
R
-
S
E
E
S
P
E
C
PR
O
V
I
D
E
1
/
2
"
B
E
A
D
O
F
S
E
A
L
A
N
T
@
IN
T
E
R
S
E
C
T
I
O
N
O
F
T
E
R
M
I
N
A
T
I
O
N
BA
R
&
M
A
S
O
N
R
Y
-
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
PR
E
-
F
I
N
I
S
H
E
D
D
R
I
P
E
D
G
E
;
PR
O
V
I
D
E
1
2
"
M
I
N
.
S
P
L
I
C
E
PL
A
T
E
@
J
O
I
N
T
S
2
x
6
W
D
B
L
K
G
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
PR
O
V
I
D
E
C
L
I
P
&
C
A
U
L
K
FI
N
I
S
H
I
N
G
S
Y
S
T
E
M
F
O
R
A
L
U
M
FA
C
E
D
C
O
M
P
O
S
I
T
E
P
A
N
E
L
S
@
FA
C
E
O
F
C
A
N
O
P
Y
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
DW
G
S
AL
U
M
F
A
C
E
D
C
O
M
P
O
S
I
T
E
PA
N
E
L
-
S
E
E
S
P
E
C
w
/
'
J
'
CH
A
N
N
E
L
15
'
-
7
"
A
.
F
.
F
.
T.
O
.
S
T
E
E
L
WH
I
T
E
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
S
E
E
A
P
P
E
N
D
I
X
'
B
'
RO
O
F
I
N
S
U
L
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
MT
L
D
E
C
K
-
S
E
E
ST
R
U
C
T
D
W
G
S
ST
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
D
W
G
S
TR
I
M
-
T
E
X
T
E
A
R
A
W
A
Y
L
B
E
A
D
MO
L
D
I
N
G
-
T
Y
P
I
C
A
L
A
T
T
O
P
OF
A
L
L
S
A
L
E
S
F
L
O
O
R
G
Y
P
B
D
WA
L
L
S
ST
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
D
W
G
S
2
1
/
2
"
(
2
0
G
A
)
M
T
L
S
T
U
D
S
@
16
"
O
C
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
GY
P
B
D
C
O
N
T
R
O
L
J
O
I
N
T
SL
I
P
T
Y
P
E
H
E
A
D
J
O
I
N
T
-
IN
S
T
A
L
L
P
E
R
M
F
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
3
5
/
8
"
M
T
L
S
T
U
D
S
@
16
"
O
C
-
S
E
E
S
T
R
U
C
T
DW
G
S
28'-0" A.F.F.T.O. OUTRIGGER STUD
2'
-
4
1
/
4
"
2'
-
1
1
/
4
"
SL
O
P
E
T
O
R
O
O
F
PRE-FINISHED DRIP EDGE;PROVIDE 12" MIN. SPLICEPLATE @ JOINTSMASONRY VENEER -SEE SPEC1 1/2" DOW THERMAX (ci)EXTERIOR INSULMASONRY VENEER ANCHORS @ 16"O.C. (BOTH DIRECTIONS) MAX.
3
5
/
8
"
M
T
L
S
T
U
D
S
@
16
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
3/4" C-D EXPOSURE 1 (CDX),PLYWD SHEATHING - SLOPETOWARDS ROOF
8"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
DW
G
S
ST
L
B
E
A
M
-
S
E
E
ST
R
U
C
T
D
W
G
S
GR
A
Y
M
E
M
B
R
A
N
E
RO
O
F
I
N
G
-
S
E
E
AP
P
E
N
D
I
X
'
B
'
6"
M
T
L
S
T
U
D
S
@
1
6
"
OC
-
S
E
E
S
T
R
U
C
T
DW
G
S
1/
2
"
D
E
N
S
D
E
C
K
@
BA
C
K
S
I
D
E
O
F
A
L
L
PA
R
A
P
E
T
S
F
O
R
ME
M
B
R
A
N
E
AD
H
E
S
I
O
N
;
G
C
T
O
VE
R
I
F
Y
S
U
B
S
T
R
A
T
E
CO
M
P
A
T
I
B
I
L
I
T
Y
W
I
T
H
RO
O
F
I
N
G
CO
N
T
R
A
C
T
O
R
P
R
I
O
R
TO
I
N
S
T
A
L
L
A
T
I
O
N
SEALANT, TYP 1/2" EXTERIOR (CDX)PLYWD SHEATHING E.I.F.S. ON 1/2" EXTERIORPLYWD SHEATHING 2 1/2" METAL STUDSDIAGONAL BRACING@16" O.C.8"3 1/2"7"6 1/2"1 3/4"3 1/2"3/4"2"PROVIDE VAPOR VENTS@ 24" OC - SEE SPEC 20'-6" A.F.F.T.O. OUTRIGGER STUD CL28'-0" A.F.F.T.O. OUTRIGGER STUD SLOPE 2'-1 1/4"MEMBRANE FLASHING(.040") - SEE APPENDIX 'B'ALIGN FIRST ROW OFSTUDS WITH MASONRY6" MTL STUDS @ 16" OC -SEE STRUCT DWGS TERMINATION BAR PERMFR RECOMMENDATIONS PRE-FINISHED DRIP EDGE;PROVIDE 12" MIN. SPLICEPLATE @ JOINTS6" MTL STUDS @ 16" OC- SEE STRUCT DWGS 6" MTL STUDS @ 16" OC -SEE STRUCT DWGS 3/4" C-D EXPOSURE 1(CDX), PLYWD SHEATHING- SLOPE TOWARDS ROOF BRICK TO BEAR ONPLYWD/MTL STUDASSEMBLY 1 x WD BLKG2 1/2" METAL STUDSDIAGONALBRACING @ 16" O.C.E.I.F.S. ON 1/2"EXTERIOR PLYWOODSHEATHING GRAY MEMBRANEROOFING - SEEAPPENDIX 'B'8" MTL STUDS @ 16" OC- SEE STRUCT DWGS1/2" EXTERIORPLYWOODSHEATHING1 1/2" DOW THERMAX (ci)EXTERIOR INSULVERTICAL WD BLKGGRAY MEMBRANEROOFING - SEEAPPENDIX 'B'
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A501-A505.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C
.
D2Loading Dock Stair Exterior Section Detail - SCALE: 1/2" = 1'-0"
A3
Ra
i
l
i
n
g
T
y
p
e
s
Ex
t
e
r
i
o
r
D
e
t
a
i
l
-
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B3
Ra
i
l
i
n
g
P
o
s
t
B
a
s
e
Ex
t
e
r
i
o
r
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
D3Roof Hatch Exterior Section Detail - SCALE: 1 1/2" = 1'-0"
Ex
t
e
r
i
o
r
De
t
a
i
l
s
A-
5
0
3
A1
Ca
n
o
p
y
R
e
t
u
r
n
t
o
E
n
t
r
y
P
i
l
a
s
t
e
r
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B1
Wa
l
l
A
s
s
e
m
b
l
y
a
t
E
n
t
r
y
P
i
l
a
s
t
e
r
Ex
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
C1Primary Towe
r
S
i
d
e
a
t
E
n
t
r
y
P
i
l
a
s
t
e
r
Exterior Sect
i
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"D1Tower Connection Exterior Section Detail - SCALE: 1 1/2" = 1'-0"
2'
-
0
"
N
O
M
.
1"
1/
2
"
G
Y
P
B
D
1
1
/
2
"
'
D
O
W
T
H
E
R
M
A
X
'
(C
I
)
I
N
S
U
L
A
T
I
O
N
WA
T
E
R
T
A
B
L
E
T
R
I
M
BE
L
O
W
,
T
Y
P
.
CO
N
T
R
O
L
J
O
I
N
T
W
/
BA
C
K
E
R
R
O
D
&
SE
A
L
A
N
T
,
T
Y
P
.
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
M
A
X
.
1
1
/
2
"
'
D
O
W
T
H
E
R
M
A
X
'
(
C
I
)
IN
S
U
L
A
T
I
O
N
4"
1"
4"
1"
2'
-
0
"
N
O
M
.
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
MA
S
O
N
R
Y
V
E
N
E
E
R
-
S
E
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
A
N
C
H
O
R
S
@
1
6
"
O.
C
.
(
B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
M
A
X
.
WA
T
E
R
T
A
B
L
E
T
R
I
M
B
E
L
O
W
,
T
Y
P
.
CO
N
T
R
O
L
J
O
I
N
T
W
/
B
A
C
K
E
R
RO
D
&
S
E
A
L
A
N
T
,
T
Y
P
.
1/
2
"
G
Y
P
B
D
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
S
T
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
AL
U
M
.
S
T
O
R
E
F
R
O
N
T
FR
A
M
I
N
G
LP
B
-
1
8"
2 1/2"(2
)
L
A
Y
E
R
S
3
/
4
"
P
L
Y
W
O
O
D
4"
1"
AU
T
O
M
A
T
I
C
DO
O
R
A
N
D
FR
A
M
E
SE
A
L
A
N
T
@
B
O
T
H
S
I
D
E
S
OF
F
R
A
M
E
1
1
/
2
"
'
D
O
W
TH
E
R
M
A
X
'
(
C
I
)
IN
S
U
L
A
T
I
O
N
MA
S
O
N
R
Y
VE
N
E
E
R
MA
S
O
N
R
Y
VE
N
E
E
R
AN
C
H
O
R
S
@
16
"
O
.
C
.
(
B
O
T
H
DI
R
E
C
T
I
O
N
S
)
MA
X
.
AL
U
M
.
S
T
O
R
E
F
R
O
N
T
FR
A
M
I
N
G
LI
N
E
O
F
W
A
L
L
B
E
L
O
W
P.
T
.
W
D
B
L
K
G
SH
I
M
A
S
R
E
Q
U
I
R
E
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
A
T
I
O
N
-
SE
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
.
C
.
(S
E
E
S
T
R
U
C
T
D
W
G
S
F
O
R
SI
Z
I
N
G
)
P.
T
.
W
D
B
L
K
G
CL
CL
IN
T
E
R
I
O
R
A
L
U
M
.
ST
O
R
E
F
R
O
N
T
F
R
A
M
I
N
G
CG
-
A
ST
E
E
L
C
O
L
U
M
N
(
S
E
E
ST
R
U
C
T
U
R
A
L
D
W
G
S
.
)
1/
2
"
G
Y
P
B
D
LP
B
-
1
Ve
s
t
i
b
u
l
e
10
1
Sa
l
e
s
10
2
5/
8
"
E
X
T
E
R
I
O
R
(C
D
X
)
P
L
Y
W
D
SH
E
A
T
H
I
N
G
SE
A
L
A
N
T
@
B
O
T
H
SI
D
E
S
O
F
F
R
A
M
E
C.
O
.
W
/
B
R
A
S
S
C
O
V
E
R
-
S
E
E
P
L
U
M
B
I
N
G
D
W
G
.
RO
O
F
L
E
A
D
E
R
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
.
3'
-
4
"
N
O
M
.
8"
3
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
O
.
C
.
(
S
E
E
ST
R
U
C
T
D
W
G
S
F
O
R
S
I
Z
I
N
G
)
DI
E
T
R
I
C
H
5
1
/
2
"
"
F
A
S
T
C
L
I
P
"
O
R
EQ
U
I
V
A
L
E
N
T
@
4
'
-
0
"
O
.
C
.
V
E
R
T
I
C
A
L
L
Y
-
F
A
S
T
E
N
T
O
C
O
L
U
M
N
W
I
T
H
(
2
)
H
I
L
T
I
X-
U
U
N
I
V
E
R
S
A
L
P
.
A
.
F
.
'
S
8"1'-1 1/2"
3'-4" NOM.
3'
-
4
"
N
O
M
.
Ve
s
t
i
b
u
l
e
10
1
CL
CL
CG
-
A
LP
B
-
1
PLASTIC LAMINATESILL BELOWALUM. STOREFRONTFRAMINGCAST STONE SILL W/MASONRY BELOWSEALANT @ BOTHSIDES OF FRAME
P.
T
.
W
D
B
L
K
G
SPRAY FOAM INSUL -SEE SPEC6" MTL STUDS @ 16"OC - SEE STRUCTDWGS 3 5/8" MTL STUDS @16" OC - SEESTRUCT DWGS1 1/2" DOWTHERMAX (ci)EXTERIOR INSULMASONRY VENEER STEEL COLUMN(SEE STRUCTURALDWGS.)MASONRY VENEERANCHORS @ 16"O.C. (BOTHDIRECTIONS) MAX.
1/
2
"
G
Y
P
B
D
SH
I
M
A
S
RE
Q
'
D
P.
T
.
W
D
BL
K
G
SE
A
L
A
N
T
@
B
O
T
H
SI
D
E
S
O
F
F
R
A
M
E
DIETRICH 5 1/2""FASTCLIP" OREQUIVALENT @ 4'-0"O.C. VERTICALLY -FASTEN TO COLUMNWITH (2) HILTI X-UUNIVERSAL P.A.F.'S
CG
-
A
5/
8
"
E
X
T
E
R
I
O
R
(C
D
X
)
P
L
Y
W
D
SH
E
A
T
H
I
N
G
AU
T
O
M
A
T
I
C
D
O
O
R
AN
D
F
R
A
M
E
(2
)
L
A
Y
E
R
S
3
/
4
"
P
L
Y
W
O
O
D
Vestibule101 Sales102 LINE OF WALL BELOWCAST STONE SILL WITH MASONRY BELOWPLASTIC LAMINATE SILL BELOWAUTOMATIC DOOR AND FRAMEINTERIOR ALUM.STOREFRONT FRAMINGALUM. STOREFRONT FRAMINGCLEXTERIORINTERIOROF BEAM(ABOVE &BELOW)8"+/-SPRAY FOAM INSUL -SEE SPEC1 1/2" DOW THERMAX(ci) EXTERIOR INSUL6" MTL STUDS @ 16" OC -SEE STRUCT DWGS1/2" EXTERIOR (CDX) PLYWDSHEATHINGALUM FACED COMPOSITE PANEL (BRIGHTSILVER) - SEE SPEC; PROVIDE TIGHT-FITMOLDING INSTALLATION SYSTEM AT PANELJOINTS AND1 PIECE TIGHT FIT END OF RUN'J' MOLDING @ PERIMETER PER MFRRECOMMENDATIONSPROVIDE SEALANT @ ENTIRE PERIMETEROF SIGN - GC SHALL COORDINATE WITHSIGN VENDOR FOR RESPONSIBILITYFRONT ACCESSED TOWER SIGNAGE, SEEEXTERIOR ELEVATIONSCONFIRM SIGN OPENING SIZE AND DEPTHREQUIRED PRIOR TO FRAMING OPENING SELF-ADHERING MEMBRANE FLASHING @SIGN RECESS - EXTEND 24" @ PERIMETER5 1/2"
CL
D1A503 6" MTL STUDS @ 16" OC -SEE STRUCT DWGS GRA
Y
M
E
M
B
R
A
N
E
R
O
O
F
I
N
G
-
SEE A
P
P
E
N
D
I
X
'
B
'
1/2"
G
L
A
S
S
M
A
T
G
Y
P
S
U
M
WAL
L
S
H
E
A
T
H
I
N
G
ST
L
C
O
L
U
M
N
-
S
E
E
ST
R
U
C
T
D
W
G
S
TE
R
M
I
N
A
T
I
O
N
B
A
R
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
WD
B
L
K
G
LO
W
T
O
W
E
R
OU
T
R
I
G
G
E
R
B
E
L
O
W
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
MA
X
.
MA
S
O
N
R
Y
V
E
N
E
E
R
-
SE
E
S
P
E
C
1
1
/
2
"
'
D
O
W
T
H
E
R
M
A
X
'
(C
I
)
I
N
S
U
L
A
T
I
O
N
ALUM FACED COMPOSITE PANEL(BRIGHT SILVER) - SEE SPEC; PROVIDETIGHT-FIT MOLDING INSTALLATIONSYSTEM AT PANEL JOINTS AND 'J'MOLDING @ PERIMETER PER MFRRECOMMENDATIONS 1/2" EXTERIOR (CDX)PLYWD SHEATHING 1/2" EXTERIOR (CDX)PLYWD SHEATHINGBUILDING WEATHER WRAP @PLYWD UNDER ALUM FACEDCOMPOSITE PANEL (TYP.)
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
MA
S
O
N
R
Y
V
E
N
E
E
R
MA
S
O
N
R
Y
V
E
N
E
E
R
AN
C
H
O
R
S
@
1
6
"
O
.
C
.
(B
O
T
H
D
I
R
E
C
T
I
O
N
S
)
MA
X
.
CA
S
T
S
T
O
N
E
S
I
L
L
W
I
T
H
MA
S
O
N
R
Y
B
E
L
O
W
SH
I
M
A
S
R
E
Q
U
I
R
E
D
AL
U
M
.
S
T
O
R
E
F
R
O
N
T
F
R
A
M
I
N
G
SE
A
L
A
N
T
@
B
O
T
H
S
I
D
E
S
OF
F
R
A
M
E
CG
-
A
ST
L
C
O
L
U
M
N
-
S
E
E
ST
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
.
C
.
(S
E
E
S
T
R
U
C
T
D
W
G
S
F
O
R
SI
Z
I
N
G
)
1/
2
"
G
Y
P
B
D
LP
B
-
1
CG
-
A
P.
T
.
W
D
B
L
K
G
P.
T
.
W
D
B
L
K
G
3'-4" NOM.
C.
O
.
W
/
B
R
A
S
S
C
O
V
E
R
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
.
RO
O
F
L
E
A
D
E
R
-
S
E
E
PL
U
M
B
I
N
G
D
W
G
.
DI
E
T
R
I
C
H
5
1
/
2
"
"
F
A
S
T
C
L
I
P
"
O
R
EQ
U
I
V
A
L
E
N
T
@
4
'
-
0
"
O
.
C
.
VE
R
T
I
C
A
L
L
Y
-
F
A
S
T
E
N
T
O
CO
L
U
M
N
W
I
T
H
(
2
)
H
I
L
T
I
X
-
U
UN
I
V
E
R
S
A
L
P
.
A
.
F
.
'
S
(2
)
L
A
Y
E
R
S
3
/
4
"
P
L
Y
W
O
O
D
8"
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A501-A505.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C
.
A1
Co
r
n
e
r
P
i
l
a
s
t
e
r
A
b
o
v
e
T
r
i
m
Ex
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B2
Pi
l
a
s
t
e
r
a
t
C
l
e
r
e
s
t
o
r
y
W
i
n
d
o
w
Ex
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A2
Mi
d
d
l
e
E
n
t
r
y
P
i
l
a
s
t
e
r
A
b
o
v
e
T
r
i
m
Ex
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
C2Corner Entry
P
i
l
a
s
t
e
r
Exterior Plan
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"D2Vestibule Connection to Storefront Exterior Plan Detail -SCALE: 1 1/2" = 1'-0"D1Signage Connection Exterior Plan Detail -SCALE: 3" = 1'-0"
Ex
t
e
r
i
o
r
De
t
a
i
l
s
A-
5
0
4
C3Middle Entry
P
i
l
a
s
t
e
r
A
b
o
v
e
T
r
i
m
Exterior Plan
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"C1Middle Entry
P
i
l
a
s
t
e
r
a
t
P
a
r
a
p
e
t
Exterior Plan
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"
3'-8"8'-11"
FO
U
N
D
A
T
I
O
N
-
S
E
E
ST
R
U
C
T
U
R
A
L
HE
A
V
Y
D
U
T
Y
S
P
R
I
N
G
LO
A
D
E
D
G
A
T
E
W
H
E
E
L
I
N
FO
R
E
G
R
O
U
N
D
2x
4
B
L
O
C
K
I
N
G
B
O
L
T
E
D
TO
T
U
B
E
S
T
E
E
L
F
R
A
M
E
1x
6
C
O
M
P
O
S
I
T
E
F
E
N
C
E
BO
A
R
D
S
S
C
R
E
W
E
D
T
O
BL
O
C
K
I
N
G
.
C
O
L
O
R
T
O
MA
T
C
H
D
A
R
K
G
R
A
Y
EX
T
E
R
I
O
R
D
O
O
R
S
3
1
/
2
"
x
3
1
/
2
"
T
U
B
E
S
T
E
E
L
FR
A
M
E
-
W
E
L
D
P
L
A
T
E
T
O
TO
P
O
F
P
O
S
T
1
1
/
2
"
x
1
1
/
2
"
T
U
B
E
S
T
E
E
L
FR
A
M
E
2'-
0
"
7'-6"
6"
C2
A5
0
5
7'
-
1
1
1
/
2
"
11
"
H
E
A
V
Y
D
U
T
Y
GA
T
E
P
U
L
L
HE
A
V
Y
D
U
T
Y
S
P
R
I
N
G
LO
A
D
E
D
G
A
T
E
W
H
E
E
L
ST
A
I
N
L
E
S
S
S
T
E
E
L
CA
N
E
B
O
L
T
8'-0"
1
1
/
2
"
x
1
1
/
2
"
TU
B
E
S
T
E
E
L
F
R
A
M
E
3
1
/
2
"
x
3
1
/
2
"
T
U
B
E
ST
E
E
L
F
R
A
M
E
-
W
E
L
D
PL
A
T
E
T
O
T
O
P
O
F
P
O
S
T
2x
4
B
L
O
C
K
I
N
G
BO
L
T
E
D
T
O
T
U
B
E
ST
E
E
L
F
R
A
M
E
1
1
/
2
"
x
1
1
/
2
"
TU
B
E
S
T
E
E
L
F
R
A
M
E
(3
)
H
E
A
V
Y
D
U
T
Y
T
E
E
HI
N
G
E
S
2x
4
B
L
O
C
K
I
N
G
BO
L
T
E
D
T
O
T
U
B
E
ST
E
E
L
F
R
A
M
E
1x
6
C
O
M
P
O
S
I
T
E
F
E
N
C
E
BO
A
R
D
S
S
C
R
E
W
E
D
T
O
BL
O
C
K
I
N
G
.
C
O
L
O
R
T
O
MA
T
C
H
D
A
R
K
G
R
A
Y
EX
T
E
R
I
O
R
D
O
O
R
S
2x
4
B
L
O
C
K
I
N
G
BO
L
T
E
D
T
O
T
U
B
E
ST
E
E
L
F
R
A
M
E
1x
6
C
O
M
P
O
S
I
T
E
F
E
N
C
E
BO
A
R
D
S
S
C
R
E
W
E
D
T
O
BL
O
C
K
I
N
G
1
1
/
2
"
x
1
1
/
2
"
T
U
B
E
ST
E
E
L
F
R
A
M
E
3
1
/
2
"
x
3
1
/
2
"
T
U
B
E
ST
E
E
L
F
R
A
M
E
-
W
E
L
D
PL
A
T
E
T
O
T
O
P
O
F
PO
S
T
HE
A
V
Y
D
U
T
Y
T
E
E
HI
N
G
E
,
T
Y
P
.
O
F
3
SHIM AS REQUIREDMASONRY BELOW ALUM. STOREFRONT FRAMING CG-A 2'-0" NOM CLOF STUD9"SEALANT @ ENTIREPERIMETER OF FRAME MASONRYALUM STOREFRONTFRAMINGWATER TABLE TRIMBELOW, TYP.2x WD BLKG LPB-1 MASONRY VENEERMASONRY VENEERANCHORS @ 16" O.C.(BOTH DIRECTIONS) MAX1 1/2" DOW THERMAX (ci)EXTERIOR INSUL 1/2" GYP BD SPRAY FOAM INSUL -SEE SPEC 6" MTL STUDS @ 16" OC- SEE STRUCT DWGSFOR SIZING 4"1"5 1/2"2'-0" NOM.MASONRY VENEERMASONRY VENEERANCHORS @ 16" O.C.(BOTH DIRECTIONS) MAX 1 1/2" DOW THERMAX (ci)EXTERIOR INSUL 1/2" GYP BD 6" MTL STUDS @ 16" OC- SEE STRUCT DWGSFOR SIZINGSPRAY FOAM INSUL -SEE SPEC WATER TABLE TRIM BELOW, TYP.CONTROL JOINT W/ BACKERROD & SEALANT, TYP.WATER TABLE TRIM BELOW, TYP.4"
CL
11'-4"B.O. OPNG
1/
2
"
G
Y
P
B
D
ST
L
T
U
B
E
S
E
E
S
T
R
U
C
T
.
D
W
G
S
.
FO
R
W
O
O
D
B
L
O
C
K
I
N
G
T
O
ST
E
E
L
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
1/
2
"
G
Y
P
B
D
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
S
E
E
S
P
E
C
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
-
S
E
E
ST
R
U
C
T
D
W
G
S
SI
L
L
P
A
N
FL
A
S
H
I
N
G
(
T
Y
P
.
)
PILASTER BEYONDMASONRY VENEER - SEE SPECMASONRY VENEER ANCHORS@ 16" O.C. (BOTHDIRECTIONS) MAX.1 1/2" DOW THERMAX (ci)EXTERIOR INSUL ALUM STOREFRONT SYSTEMSEALANT, TYP2 x WD BLKGCOPPER LAMINATED THROUGH-WALL FLASHING - SEE SPECMASONRY VENEER
8"
CL11'-4"B.O. OPNGPILASTER BEYONDMASONRY VENEER - SEE SPECMASONRY VENEER ANCHORS@ 16" O.C. (BOTHDIRECTIONS) MAX.1 1/2" DOW THERMAX (ci)EXTERIOR INSUL ALUM STOREFRONT SYSTEMSEALANT, TYP2 x WD BLKG COPPER LAMINATEDFLASHING - SEE SPECMASONRY VENEER 9"
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A501-A505.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C
.
Ex
t
e
r
i
o
r
De
t
a
i
l
s
A-
5
0
5
B1
Du
m
p
s
t
e
r
G
a
t
e
Ex
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
-
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
C2Dumpster Po
s
t
Exterior Sect
i
o
n
D
e
t
a
i
l
-
SCALE: 1" = 1'-0"
A3
Du
m
p
s
t
e
r
P
o
s
t
Ex
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
D2Clerestory Spandrel Glass Exterior Plan Detail - SCALE: 1 1/2" = 1'-0"D3Field Pilaster Above Trim Exterior Plan Detail - SCALE: 1 1/2" = 1'-0"C1B.O. Cleresto
r
y
Exterior Sect
i
o
n
D
e
t
a
i
l
-
SCALE:1 1/2"" = 1'-0"D1B.O. Clerestory Exterior Section Detail - SCALE:1 1/2"" = 1'-0"
0'
-
0
"
FI
N
.
F
L
O
O
R
Co
o
l
e
r
Ba
c
k
R
o
o
m
10
9
CO
N
C
.
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
PR
E
F
A
B
R
I
C
A
T
E
D
CO
O
L
E
R
D
O
O
R
SY
S
T
E
M
B
Y
A
L
D
I
5"6"
3"
0'
-
0
"
FI
N
.
F
L
O
O
R
Co
o
l
e
r
Sales102SSBR
CO
N
C
.
PREFABRICATEDCOOLER BOX BY ALDIBOND BREAKER
CO
O
L
E
R
D
O
O
R
&
F
R
A
M
E
(1
)
3
"
L
O
N
G
L
5
x
5
x
5
/
1
6
GA
L
V
S
T
L
A
N
G
L
E
CE
N
T
E
R
E
D
@
E
V
E
R
Y
OT
H
E
R
D
O
O
R
@
CO
O
L
E
R
(
E
X
C
E
P
T
M
I
L
K
DO
O
R
S
)
w
/
(
1
)
3
/
4
"
x
2
1/
2
"
E
X
P
B
O
L
T
@
E
A
C
H
AN
G
L
E
PROVIDE SEALANT INTHROUGH BOLTOPENINGS PRIOR TOINSTALLING SSBR TO SEALREFRIGERATED BOXPORC-1EXPANSION FOAM -BY TILE INSTALLERGRAVEL SUBBASE - SEESTRUCT DWGS VARIESMTL. DECKTRIM-TEX TEAR AWAY L BEADMOLDING - TYPICAL AT TOPOF ALL SALES FLOOR GYP BDWALLSDO NOT ATTACH 1/2"GYP BD TO DEFLECTIONTRACK1/2" GYP BDSOUND ATTENUATION BATTINSUL - SEE SPECPROVIDE CLEAR SPACEBELOW JOIST MEMBER ANDFILL WITH BACKER ROD ANDPAINTABLE SEALANT - TYP. @JOISTS THAT PENETRATE SALESFLOOR WALL WHITE MEMBRANEROOFING - SEEAPPENDIX 'B'ROOF INSUL - SEEAPPENDIX 'B'MTL DECK - SEESTRUCT DWGSSTL JOIST - SEESTRUCT DWGSSLIP TYPE HEAD JOINT -INSTALL PER MFR'SRECOMMENDATIONS1/2" GYP BD3 5/8" MTL STUDS@ 16" OC Sales102Office10710'-0" A.F.F.SAPC CEILINGSales102 Sales102Office107Office107LPB - 1 SAPC 1/2" GYP BDSOUND ATTENUATION BATTINSUL - SEE SPECOFFICE WINDOWW/ REMOVABLESTOP SEE WINDOWSCHEDULEALUMINUM 'J'TRIM, TYP1/2" GYP BDSOUND ATTENUATION BATTINSUL - SEE SPEC CONTINUE UP TO ROOFDECK1/2" GYP BD3 5/8" MTL STUDS@ 16" OC3 5/8" MTL STUDS@ 16" OC
10
'
-
0
"
A
.
F
.
F
.
T.
O
.
C
O
O
L
E
R
/
FR
E
E
Z
E
R
Sales102
Co
o
l
e
r
/
Fr
e
e
z
e
r
Sales102
Co
o
l
e
r
/
Fr
e
e
z
e
r
3 5/8" METAL STUDS @ 16" O.C.CONTINUE UP TO ROOFDECK - DETAIL AT ROOFDECK SIMILAR TO D3/A511PREFABRICATEDCOOLER/FREEZER BOX BYALDI1/2" MR GYP BDSCREWED TO FACE OFCOOLER / FREEZER.INSTALL UP TO 2' FROMT.O. COOLER/FREEZERCLEAR SEALANTCOOLER/FREEZERDOOR AND FRAME LPB-2
7'-
6
1
/
2
"
A
.
F
.
F
.
T.
O
.
V
A
L
A
N
C
E
9"ALIGN T.O. VALANCEw/ T.O. MDU VALANCECG-A
0'
-
0
"
FI
N
.
F
L
O
O
R
CO
N
C
CO
N
C
.
Ba
c
k
R
o
o
m
10
9
OU
T
S
I
D
E
F
A
C
E
O
F
FR
E
E
Z
E
R
W
A
L
L
6"
R
I
G
I
D
I
N
S
U
L
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
PR
E
F
A
B
R
I
C
A
T
E
D
F
R
E
E
Z
E
R
D
O
O
R
S
Y
S
T
E
M
B
Y
A
L
D
I
Fr
e
e
z
e
r
DO
O
R
F
R
A
M
E
AN
D
G
A
S
K
E
T
3"
3"
1"
R
I
G
I
D
M
T
L
C
O
N
D
U
I
T
E
M
B
E
D
D
E
D
I
N
S
L
A
B
FO
R
H
E
A
T
T
R
A
C
E
T
A
P
E
B
Y
R
C
-
C
O
O
R
D
w
/
R
C
AN
D
S
T
R
U
C
T
D
W
G
S
BO
N
D
B
R
E
A
K
E
R
6"
6"
5"
3"
0'-
0
"
FI
N
.
F
L
O
O
R
Fr
e
e
z
e
r
Sa
l
e
s
10
2
SS
B
R
CO
N
C
.
PR
E
F
A
B
R
I
C
A
T
E
D
FR
E
E
Z
E
R
B
O
X
B
Y
A
L
D
I
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
FR
E
E
Z
E
R
D
O
O
R
A
N
D
FR
A
M
E
(1
)
3
"
L
O
N
G
L
5
x
5
x
5
/
1
6
GA
L
V
S
T
L
A
N
G
L
E
CE
N
T
E
R
E
D
@
E
V
E
R
Y
OT
H
E
R
D
O
O
R
@
F
R
E
E
Z
E
R
w/
(
1
)
3
/
4
"
x
2
1
/
2
"
E
X
P
BO
L
T
@
E
A
C
H
A
N
G
L
E
1"
R
I
G
I
D
I
N
S
U
L
6"
R
I
G
I
D
I
N
S
U
L
(2
)
P
T
2
x
1
2
W
D
B
L
K
G
A
T
FR
E
E
Z
E
R
P
E
R
I
M
E
T
E
R
-
RI
P
P
E
D
T
O
1
0
"
PR
O
V
I
D
E
S
E
A
L
A
N
T
I
N
TH
R
O
U
G
H
B
O
L
T
OP
E
N
I
N
G
S
P
R
I
O
R
T
O
IN
S
T
A
L
L
I
N
G
S
S
B
R
T
O
S
E
A
L
RE
F
R
I
G
E
R
A
T
E
D
B
O
X
PO
R
C
-
1
EX
P
A
N
S
I
O
N
F
O
A
M
-
B
Y
TI
L
E
I
N
S
T
A
L
L
E
R
Sa
l
e
s
10
2
FA
S
C
I
A
10"
1
1
/
2
"
7'
-
6
1
/
2
"
A
.
F
.
F
.
T.
O
.
V
A
L
A
N
C
E
TO
S
T
U
D
VA
L
A
N
C
E
B
Y
MI
L
L
W
O
R
K
VE
N
D
O
R
LP
B
-
5
3"
x
6
"
x
1
2
"
1
2
G
A
S
T
L
B
E
N
T
P
L
A
T
E
F
O
R
F
A
S
C
I
A
A
T
T
A
C
H
M
E
N
T
.
SC
R
E
W
T
O
T
O
P
O
F
M
U
L
T
I
D
E
C
K
U
N
I
T
.
-
C
O
N
F
I
R
M
AT
T
A
C
H
M
E
N
T
L
O
C
A
T
I
O
N
W
I
T
H
M
A
N
U
F
A
C
T
U
R
E
R
PR
O
V
I
D
E
B
A
N
D
E
D
E
D
G
E
B
O
T
H
T
O
P
A
N
D
B
O
T
T
O
M
MU
L
T
I
D
E
C
K
U
N
I
T
B
Y
A
L
D
I
-
V
E
R
I
F
Y
MA
N
U
F
.
W
/
A
L
D
I
R
E
P
F
O
R
H
E
I
G
H
T
PR
O
V
I
D
E
S
H
I
M
B
L
K
G
T
O
P
L
U
M
B
V
A
L
A
N
C
E
.
M
O
D
I
F
Y
A
S
RE
Q
U
I
R
E
D
T
O
F
I
T
A
G
A
I
N
S
T
M
U
L
T
I
D
E
C
K
U
N
I
T
H
E
A
D
E
R
.
VA
L
A
N
C
E
T
O
B
E
P
O
S
I
T
I
O
N
E
D
T
O
C
L
E
A
R
E
N
D
P
A
N
E
L
S
0'
-
0
"
FI
N
.
F
L
O
O
R
6"
6"
SL
O
P
E
T
O
P
1"6"
Fr
e
e
z
e
r
CO
N
C
.
CO
N
C
.
PR
O
V
I
D
E
C
L
E
A
R
S
E
A
L
A
N
T
@
WA
L
L
&
F
L
O
O
R
L
I
N
E
O
F
PA
L
L
E
T
B
U
M
P
E
R
S
;
T
Y
P
A
T
A
L
L
PA
L
L
E
T
B
U
M
P
E
R
S
6"
R
I
G
I
D
I
N
S
U
L
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
PR
E
F
A
B
R
I
C
A
T
E
D
FR
E
E
Z
E
R
B
O
X
B
Y
A
L
D
I
PA
L
L
E
T
B
U
M
P
E
R
,
T
Y
P
-
L
6
x
3
-
1
/
2
x
5
/
1
6
"
w
/
3
/
4
"
D
I
A
.
x
2
1
/
2
"
E
X
P
BO
L
T
@
4
8
"
O
.
C
.
M
A
X
,
F
I
L
L
w
/
CO
N
C
R
E
T
E
A
F
T
E
R
P
L
A
C
E
M
E
N
T
-
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
S
w
/
P
L
A
N
,
FU
L
L
Y
W
E
L
D
A
L
L
S
E
A
M
S
A
N
D
GR
I
N
D
S
M
O
O
T
H
P
R
I
O
R
T
O
PA
I
N
T
1"
R
I
G
I
D
I
N
S
U
L
(2
)
P
T
2
x
1
2
W
D
B
L
K
G
A
T
FR
E
E
Z
E
R
P
E
R
I
M
E
T
E
R
-
RI
P
P
E
D
T
O
1
0
"
Ba
c
k
R
o
o
m
10
9
0'
-
0
"
FI
N
.
F
L
O
O
R
Sales102Coole
r
CO
N
C
.
PORC-1 1'-0"GRAVEL SUBBASE - SEESTRUCT DWGS COOLER MILKDOOR & FRAME
EX
T
E
N
D
Q
U
A
R
R
Y
T
I
L
E
1'
-
0
"
P
A
S
T
S
A
L
E
S
F
L
O
O
R
FA
C
E
O
F
C
O
O
L
E
R
A
T
EN
T
I
R
E
L
E
N
G
T
H
O
F
MI
L
K
D
O
O
R
S
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
BOND BREAKER 0'-0" FIN. FLOOR VB - 1Sales102Office107 LPB - 1CONC.PORC-1 SOUND ATTENUATION BATTINSUL - SEE SPEC1/2" GYP BDGRAVEL SUBBASE - SEESTRUCT DWGS 3 5/8" MTL STUDS@ 16" OC1/2" GYP BDPROVIDE HEAVY DUTYSILICONE SEALANT ENTIRELENGTH OF GAP1/2"EXPANSION FOAM -BY TILE INSTALLER
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A511-A513.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
A1
MD
U
V
a
l
a
n
c
e
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A2
Fr
e
e
z
e
r
a
t
G
e
n
e
r
a
l
D
o
o
r
s
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B1
Fr
e
e
z
e
r
a
t
B
a
c
k
R
o
o
m
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B2
Fr
e
e
z
e
r
a
t
S
e
r
v
i
c
e
D
o
o
r
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B3
Co
o
l
e
r
a
t
S
e
r
v
i
c
e
D
o
o
r
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
C1Cooler at Mi
l
k
D
o
o
r
s
Interior Secti
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"C2T.O. Cooler/F
r
e
e
z
e
r
a
t
S
a
l
e
s
Inteior Sectio
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"C3Cooler at Ge
n
e
r
a
l
D
o
o
r
s
Interior Secti
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"D1Wall Base at Office and Sales Interior Section Detail - SCALE: 1 1/2" = 1'-0"D2Office Window Interior Section Detail - SCALE: 1 1/2" = 1'-0"D3Interior Wall Head at Sales Interior Section Detail - SCALE: 1 1/2" = 1'-0"
In
t
e
r
i
o
r
De
t
a
i
l
s
-
S
e
c
t
i
o
n
A-
5
1
1
1'
-
8
"
'((367$1'$5'3/$67,&/$0,1$7(&28
1
7
(
5
7
2
3
1'-2"1'-2"
2'-7" A.F.F.T.O. SACKING COUNTER
VB
-
1
WD BLOCKING
LPB - 1
LP
B
-
2
D3A512 PREFABRICATED/PREFINISHEDCOUNTER BRACKET AT 32" O.C. BYCABINET MANUFACTURER GLUE AND SCREW TOTUBE STL WITH CONSTRUCTIONADHESIVE - REFER TO FINISHSCHEDULE FOR FINISH5/16" DIA. X 3" LAG BOLT W/ FLATWASHER - 3 PER BRACKET INTO WDBLKG (BETWEEN METAL STUDS)CONTINUOUS 2x WD BLKG (TYP)VERIFY HEIGHT W/ OWNER
LP
B
-
1
2'-6" A.F.F.T.O. BUMPER GUARDBGPROVIDE HEAVY DUTY SILICONESEALANT ENTIRE LENGTH OF GAP
1/2"
2x4 WD BLKG FOR FASCIAATTACHMENT
2'
-
1
"
11 3/4"2"3/8"0'-0" T.O. FIN FLOOR PREFABRICATED/PREFINISHEDCOUNTER BRACKET AT 32" O.C.BY CABINET MFRJOINTS AT FACING PANELBELOW COUNTER SHALLALIGN WITH WALL PANELJOINTS ABOVE COUNTER -COVER SEAMS PER MANUF.RECOMMENDATIONS APRON FROM BOTTOM OFSACKING COUNTER TO 1/2" AFF LPB-1 LINE OF WD BLKG INSIDEWALL FOR BRACKETATTACHMENT2 x 4 BLKG @ WALLFACE FOR LPBATTACHMENT PROVIDE HEAVY DUTY SILICONESEALANT ENTIRE LENGTH OF GAP VB - 1 2'-7" A.F.F.T.O. SACKING COUNTER3/4"3/4"1 1/4"3/8"1/2"3/4"1/2"
1/
4
"
Sa
l
e
s
10
2
LP
B
-
1
SS
B
R
CG
A
PR
E
F
A
B
R
I
C
A
T
E
D
FR
E
E
Z
E
R
B
O
X
B
Y
A
L
D
I
1/
2
"
M
R
G
Y
P
B
D
SC
R
E
W
E
D
T
O
F
A
C
E
O
F
FR
E
E
Z
E
R
.
I
N
S
T
A
L
L
U
P
TO
2
'
F
R
O
M
T
.
O
.
FR
E
E
Z
E
R
FR
E
E
Z
E
R
D
O
O
R
&
F
R
A
M
E
AL
U
M
I
N
U
M
'
J
'
T
R
I
M
(
T
Y
P
)
CL
E
A
R
S
E
A
L
A
N
T
@
FR
A
M
E
/
F
I
N
I
S
H
J
O
I
N
T
PR
O
V
I
D
E
V
A
P
O
R
B
A
R
R
I
E
R
ON
W
A
L
L
S
A
D
J
A
C
E
N
T
T
O
FR
E
E
Z
E
R
B
E
T
W
E
E
N
S
T
U
D
S
AN
D
F
I
N
I
S
H
O
N
F
R
E
E
Z
E
R
SI
D
E
O
F
W
A
L
L
ST
B
1'-
1
"
TO
S
T
U
D
2"
C
L
E
A
R
@
C
O
O
L
E
R
3 1/2"
PR
E
F
A
B
R
I
C
A
T
E
D
C
O
O
L
E
R
BO
X
B
Y
A
L
D
I
6"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
(S
E
E
S
T
R
U
C
T
U
R
A
L
D
W
G
S
F
O
R
SI
Z
I
N
G
)
1/
2
"
G
Y
P
.
B
O
A
R
D
3"
MU
L
T
I
-
D
E
C
K
U
N
I
T
3
5
/
8
"
M
E
T
A
L
S
T
U
D
S
GY
P
.
B
D
.
3'-10"
1
1
/
2
"
VA
L
A
N
C
E
T
O
B
E
P
O
S
I
T
I
O
N
E
D
TO
C
L
E
A
R
E
N
D
P
A
N
E
L
S
EN
D
P
A
N
E
L
T
O
B
E
FL
U
S
H
W
I
T
H
E
D
G
E
OF
O
P
E
N
I
N
G
Of
f
i
c
e
10
7
Ha
l
l
10
4
1/2"
PO
R
C
-
1
1/
2
"
M
R
G
Y
P
B
D
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
DR
I
N
K
I
N
G
FO
U
N
T
A
I
N
S
-
S
E
E
PL
U
M
B
D
W
G
S
IN
S
T
A
L
L
B
L
K
G
PE
R
M
F
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
SO
U
N
D
AT
T
E
N
U
A
T
I
O
N
B
A
T
T
IN
S
U
L
-
S
E
E
S
P
E
C
VB
-
1
-
H
O
L
D
1
/
2
"
AF
F
;
P
R
O
V
I
D
E
HE
A
V
Y
D
U
T
Y
SI
L
I
C
O
N
E
S
E
A
L
A
N
T
(T
Y
P
)
LP
B
-
1
5'
-
0
"
A
.
F
.
F
.
T.
O
.
L
A
M
I
N
A
T
E
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
CO
N
C
.
1'-4"1'-8"1'-8"1'-4"2"2"2"2"1"2"1"2"1"2"+4'-6"SEE2"3 3/4"3/4" EMT CONDUIT TO TELEPHONEENTRANCE & SPRINKLER RISER AREA.TERMINATE IN A 4x4 SQUARE BOX3/4" EMT CONDUIT - SEECONDUIT PLAN2" CLEAR, TYPICAL(4) SIDES16" x 16" x 3-5/8" DEEPCONTROL BOX20" x 20" x 3-7/8" FINISHWALL OPENING NO HOLES3/8" PLWD, LAMINATE TO GYPSUMWALL BOARD - FINISHED SAME ASADJACENT WALLALARM CONTROL BOARD2" CLEAR, TYPICAL (4) SIDES
1'-4"1'-2"
VB
-
1
WD BLOCKING
PO
R
C
-
1
1'
-
8
"
2'-9" A.F.F.T.O. OFFICE COUNTER
2'-
6
"
CO
N
C
.
CO
N
T
I
N
U
O
U
S
2
x
W
D
B
L
K
G
(
T
Y
P
)
VE
R
I
F
Y
H
E
I
G
H
T
W
/
O
W
N
E
R
1/
2
"
G
Y
P
B
D
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A511-A513.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D3Sacking Counter Interior Elevation Detail:SCALE: 1 1/2" = 1'-0"C3Sacking Cou
n
t
e
r
Interior Secti
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"
In
t
e
r
i
o
r
De
t
a
i
l
s
A-
5
1
2
A1
Wa
l
l
N
e
a
r
F
l
a
p
D
o
o
r
s
In
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A2
MD
U
a
n
d
C
o
o
l
e
r
A
l
c
o
v
e
In
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
B2
Dr
i
n
k
i
n
g
F
o
u
n
t
a
i
n
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
:
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
D2Alarm Control Board Interior Details -SCALE: 1" = 1'-0"C2Office Coun
t
e
r
Interior Secti
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"
PA
I
N
T
C
O
L
U
M
N
A
B
O
V
E
ST
A
I
N
L
E
S
S
S
T
E
E
L
C
O
V
E
R
(
T
Y
P
.
)
PT
-
2
CL
-
1
SE
A
M
T
O
F
A
C
E
C
O
O
L
E
R
/
F
R
E
E
Z
E
R
WA
L
L
TI
G
H
T
E
N
E
D
w
/
H
O
S
E
C
L
A
M
P
S
WI
T
H
O
U
T
D
I
M
P
L
I
N
G
,
&
P
O
P
R
I
V
E
T
T
O
CO
L
U
M
N
w
/
S
T
A
I
N
L
E
S
S
S
T
E
E
L
R
I
V
E
T
S
@
6
"
0
.
C
.
ST
R
U
C
T
U
R
A
L
C
O
L
U
M
N
(1
)
P
I
E
C
E
S
T
A
I
N
L
E
S
S
S
T
E
E
L
CO
L
U
M
N
W
R
A
P
T
O
6
'
-
0
"
A
.
F
.
F
.
FR
A
M
E
D
O
W
N
F
R
O
M
CE
I
L
I
N
G
T
O
T
O
P
O
F
S
A
F
E
AF
T
E
R
S
A
F
E
I
S
I
N
P
L
A
C
E
,
WI
T
H
3
-
5
/
8
"
M
T
L
S
T
U
D
S
@
1
6
"
O.
C
.
,
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
BO
A
R
D
,
E
X
T
E
N
D
D
O
W
N
AP
P
R
O
X
I
M
A
T
E
L
Y
1
/
2
"
O
N
T
O
FA
C
E
O
F
S
A
F
E
.
23
7
/
1
6
"
w
.
x
2
0
"
d
.
x
3
1
"
h
.
,
23
3
#
S
A
F
E
S
U
P
P
L
I
E
D
B
Y
OW
N
E
R
.
C
O
N
T
R
A
C
T
O
R
T
O
UN
L
O
A
D
&
S
E
T
I
N
P
L
A
C
E
.
SA
F
E
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
PR
I
O
R
T
O
I
N
S
T
A
L
L
A
T
I
O
N
O
F
GY
P
B
D
@
I
N
T
E
R
I
O
R
O
F
F
I
C
E
WA
L
L
S
;
S
A
F
E
S
H
A
L
L
B
E
M
A
D
E
LE
V
E
L
P
R
I
O
R
T
O
C
O
M
P
L
E
T
I
O
N
OF
S
A
F
E
C
A
B
I
N
E
T
&
F
R
A
M
I
N
G
DO
W
N
F
R
O
M
C
E
I
L
I
N
G
.
GE
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
SH
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
T
O
S
E
E
TH
A
T
S
A
F
E
I
S
L
E
V
E
L
A
N
D
T
H
E
DO
O
R
R
E
M
A
I
N
S
S
T
A
T
I
O
N
A
R
Y
@
A
N
Y
O
P
E
N
P
O
S
I
T
I
O
N
.
1x
4
W
D
T
R
I
M
B
O
A
R
D
1
x
W
D
T
R
I
M
B
O
A
R
D
AR
O
U
N
D
S
A
F
E
O
P
N
G
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
PR
O
V
I
D
E
1
/
2
"
G
Y
P
B
D
@
IN
T
E
R
I
O
R
W
A
L
L
S
N
E
X
T
T
O
SA
F
E
&
P
R
E
F
A
B
.
B
A
S
E
33
3
/
1
6
"
w
.
x
2
4
5
/
8
"
d
.
x
4
3
5/
8
"
h
.
P
R
E
F
A
B
.
S
A
F
E
B
A
S
E
SU
P
P
L
I
E
D
B
Y
O
W
N
E
R
,
IN
S
T
A
L
L
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
.
VE
R
I
F
Y
I
N
S
T
A
L
L
A
T
I
O
N
R
E
Q
.
LP
B
-
4
A
R
O
U
N
D
S
A
F
E
TO
C
O
V
E
R
O
P
E
N
I
N
G
PROVIDE1.2'-4" SHELF AT (1) UPS LO
C
A
T
I
O
N
.
(
2
B
R
A
C
K
E
T
S
R
E
Q
.
)
2'
-
0
"
9"
1'-
6
"
3/
8
"
D
I
A
.
x
2
-
1
/
2
"
L
A
G
BO
L
T
w
/
F
L
A
T
W
A
S
H
E
R
(T
O
P
&
B
O
T
T
O
M
)
3/
4
"
P
L
W
D
SU
P
P
O
R
T
B
R
A
C
K
E
T
S
O
F
L2
x
2
x
1
/
4
w
/
1
/
8
"
G
U
S
S
E
T
3/
$
7
(
[
#
:
(
/
'
(
'
@
C
O
R
N
E
R
S
&
G
U
S
S
E
T
S
2
X
4
W
D
B
L
K
G
BE
T
W
E
E
N
S
T
U
D
S
2'
-
0
"
1'-6"PROVIDE 1.3'-6" W. SH
E
L
F
A
T
B
A
T
T
E
R
Y
C
H
A
R
G
E
R
L
O
C
A
T
I
O
N
3/
8
"
D
I
A
.
x
2
-
1
/
2
"
L
A
G
B
O
L
T
w
/
FL
A
T
W
A
S
H
E
R
(
T
O
P
&
B
O
T
T
O
M
)
SU
P
P
O
R
T
B
R
A
C
K
E
T
S
O
F
L2
x
2
x
1
/
4
W
E
L
D
E
D
@
C
O
R
N
E
R
S
&
G
U
S
S
E
T
S
-
(
1
)
L
H
&
(
1
)
R
H
PE
R
S
H
E
L
F
3/
4
"
P
L
W
D
(
2
LA
Y
E
R
S
)
1/
8
"
G
U
S
S
E
T
P
L
A
T
E
;
#
RE
Q
'
D
.
(
L
H
&
R
H
)
2
X
4
W
D
B
L
K
G
BE
T
W
E
E
N
S
T
U
D
S
CO
N
T
.
1
x
4
A513
Of
f
i
c
e
10
7
Ba
c
k
Ro
o
m
10
9
1x
W
D
B
L
K
G
F
O
R
T
R
I
M
AN
D
L
P
B
A
T
T
A
C
H
M
E
N
T
TU
B
E
S
T
E
E
L
-
P
L
A
C
E
T
I
G
H
T
A
T
RE
A
R
O
F
B
A
S
E
O
N
F
L
O
O
R
T
O
PR
E
V
E
N
T
B
A
S
E
M
O
V
E
M
E
N
T
PR
O
V
I
D
E
W
D
B
L
K
G
A
T
T
O
P
O
F
PL
A
T
F
O
R
M
,
B
E
H
I
N
D
S
A
F
E
T
O
PR
E
V
E
N
T
S
A
F
E
M
O
V
E
M
E
N
T
23
7
/
1
6
"
w
.
x
2
0
"
d
.
x
3
1
"
h
.
,
23
3
#
S
A
F
E
A
N
D
B
A
S
E
S
U
P
P
L
I
E
D
BY
O
W
N
E
R
.
C
O
N
T
R
A
C
T
O
R
T
O
UN
L
O
A
D
&
S
E
T
I
N
P
L
A
C
E
.
S
A
F
E
SH
A
L
L
B
E
I
N
S
T
A
L
L
E
D
P
R
I
O
R
T
O
IN
S
T
A
L
L
A
T
I
O
N
O
F
G
Y
P
.
B
D
@
IN
T
E
R
I
O
R
O
F
F
I
C
E
W
A
L
L
S
.
1x
4
W
D
T
R
I
M
AR
O
U
N
D
S
A
F
E
T
O
C
O
V
E
R
OP
E
N
I
N
G
-
S
E
E
B
2
/
A
5
1
3
LP
B
-
4
HO
R
I
Z
O
N
T
A
L
2x
4
W
D
B
L
K
G
CE
N
T
E
R
E
D
@
4'
-
0
"
A
N
D
5
'
-
6
"
1'-
2
1
/
2
"
TO
S
T
U
D
ȭ
Fr
e
e
z
e
r
1x
W
D
T
R
I
M
3"
3"
PO
R
C
-
1
1'-
0
"
CO
N
C
.
P
A
L
L
E
T
B
U
M
P
E
R
(B
E
Y
O
N
D
)
-
T
O
P
O
F
PA
L
L
E
T
B
U
M
P
E
R
F
L
A
T
FO
R
L
E
N
G
T
H
O
F
I
M
P
A
C
T
DO
O
R
T
R
A
V
E
L
DI
S
T
A
N
C
E
.
R
E
F
E
R
T
O
7/
A
6
0
1
F
O
R
D
E
T
A
I
L
CO
N
T
I
N
U
E
S
A
L
E
S
FL
O
O
R
F
I
N
I
S
H
1
'
-
0
"
P
A
S
T
FA
C
E
O
F
S
T
U
D
@
IM
P
A
C
T
D
O
O
R
S
ST
E
E
L
A
N
G
L
E
-
S
E
E
ST
R
U
C
T
D
W
G
S
IM
P
A
C
T
D
O
O
R
FA
C
E
O
F
S
T
U
D
(B
E
Y
O
N
D
)
GR
A
V
E
L
S
U
B
B
A
S
E
-
SE
E
S
T
R
U
C
T
D
W
G
S
CO
N
C
.
SE
A
L
A
N
T
A
T
J
O
I
N
T
ST
B
4x
2
x
3
/
1
6
"
T
U
B
E
S
T
E
E
L
W
I
T
H
3
/
4
"
D
I
A
E
X
P
BO
L
T
S
P
E
N
E
T
R
A
T
I
N
G
3
"
I
N
T
O
C
O
N
C
R
E
T
E
FL
O
O
R
@
4
8
"
O
.
C
.
I
N
S
T
A
L
L
H
E
X
-
N
U
T
O
N
BO
L
T
A
T
T
O
P
O
F
T
U
B
E
S
T
E
E
L
,
C
U
T
B
O
L
T
O
F
F
,
GR
I
N
D
S
M
O
O
T
H
.
W
E
L
D
3
/
1
6
"
S
T
E
E
L
E
N
D
CL
O
S
U
R
E
.
F
U
L
L
Y
W
E
L
D
A
L
L
S
E
A
M
S
A
N
D
GR
I
N
D
S
M
O
O
T
H
P
R
I
O
R
T
O
P
A
I
N
T
.
P
A
I
N
T
TU
B
E
B
U
M
P
E
R
A
F
T
E
R
W
E
L
D
I
N
G
A
N
D
P
R
I
O
R
TO
I
N
S
T
A
L
L
A
T
I
O
N
SE
A
L
A
N
T
,
T
Y
P
.
EX
P
A
N
S
I
O
N
A
N
C
H
O
R
0'
-
0
"
FI
N
.
F
L
O
O
R
OF
F
I
C
E
10
7
GR
A
V
E
L
S
U
B
B
A
S
E
-
S
E
E
S
T
R
U
C
T
D
W
G
S
BA
C
K
E
D
G
E
O
F
S
A
F
E
B
A
S
E
-
S
E
E
S
P
E
C
1'
-
2
1
/
2
"
TO
S
T
U
D
ȭ
PO
R
C
-
1
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
C
1/
2
"
G
Y
P
B
D
CO
N
C
.
EX
P
A
N
S
I
O
N
F
O
A
M
-
BY
T
I
L
E
I
N
S
T
A
L
L
E
R
In
t
e
r
i
o
r
De
t
a
i
l
s
A-
5
1
3
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5
A
B
C
D
1 2 3
45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A511-A513.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
A3
Sa
l
e
s
A
r
e
a
C
o
l
u
m
n
W
r
a
p
In
t
e
r
i
o
r
P
l
a
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
C1Office Safe Interior Plan
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"
B2
Of
f
i
c
e
S
a
f
e
In
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
"
=
1
'
-
0
"
C2Charger She
l
f
Interior Secti
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"C3UPS Shelf Interior Secti
o
n
D
e
t
a
i
l
-
SCALE: 1 1/2" = 1'-0"
A2
Sl
a
b
a
t
I
m
p
a
c
t
D
o
o
r
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A1
ST
B
B
e
h
i
n
d
S
a
f
e
In
t
e
r
i
o
r
S
e
c
t
i
o
n
D
e
t
a
i
l
-
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
OU
T
S
I
D
E
IN
S
I
D
E
MO
D
U
L
A
R
M
A
S
O
N
R
Y
VE
N
E
E
R
ST
L
A
N
G
L
E
(
S
E
E
ST
R
U
C
T
D
W
G
S
)
SE
A
L
A
N
T
@
P
E
R
I
M
E
T
E
R
O
F
DO
O
R
F
R
A
M
E
B
O
T
H
S
I
D
E
S
SP
R
A
Y
F
O
A
M
IN
S
U
L
A
T
I
O
N
-
S
E
E
S
P
E
C
TO
P
D
R
I
P
(
S
E
E
D
O
O
R
HA
R
D
W
A
R
E
)
+7
'
-
4
"
A
.
F
.
F
.
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
&
FA
B
R
I
C
W
E
E
P
S
@
2
4
"
O
.
C
.
-
FL
A
S
H
I
N
G
U
P
U
N
D
E
R
B
U
I
L
D
I
N
G
WR
A
P
WE
L
D
E
D
H
M
D
O
O
R
FR
A
M
E
A
S
S
C
H
E
D
U
L
E
D
-
FI
L
L
S
O
L
I
D
w
/
G
R
O
U
T
IN
S
U
L
A
T
E
D
D
O
O
R
AS
S
C
H
E
D
U
L
E
D
LI
G
H
T
G
A
U
G
E
H
E
A
D
E
R
-
SE
E
S
T
R
U
C
T
7'-0"3'-0"7'-0"3'-8"GLASS SUPPLIED BY GENERALCONTRACTOR (TYP.)AUTO DOOR SYSTEM FURNISHED& INSTALLED BY ALDI DOORSUPPLIER. GC TO CONFIRM WITHOWNER THAT THE ALDI AUTODOOR SUPPLIER VERIFIES THE R.O.PRIOR TO THE FABRICATION OFTHE DOORSSEE A6027'-6"VERIFY W/DOOR SUPPLIER SEE DOORSCHEDULE ABOVE
8'
-
2
"
8'-1"
5'-0"
5'-0"
4'
-
0
"
EX
T
R
A
D
E
E
P
VI
E
W
E
R
TR
A
C
-
G
U
A
R
D
EA
C
H
S
I
D
E
O
F
DO
O
R
PA
L
L
E
T
BU
M
P
E
R
(
T
Y
P
.
)
8'-0"3'-6"3'-6"7'-0"IMPACT DOORSBY CONTRACTOR SEE A6027'-6"VERIFY W/DOOR SUPPLIER SEE DOORSCHEDULE ABOVE
7'-0"
4'
-
0
"
7'-0"2"3'-0"7'-0"4"3'-0"8'-0"2"7'-0"1/8" x 18" xFRAME WIDTHHINGEREINFORCINGPLATE 3'-4"M.O.7'-0"4"3'-8"4'-0"M.O.2"2"2"2"2"2"2"2"7'-0"4"4'-0"4'-4"M.O.2"2"
OU
T
S
I
D
E
IN
S
I
D
E
DO
O
R
T
H
R
E
S
H
O
L
D
(
S
E
E
DO
O
R
H
A
R
D
W
A
R
E
)
IN
S
U
L
A
T
E
D
D
O
O
R
AS
S
C
H
E
D
U
L
E
D
WO
O
D
N
A
I
L
E
R
1/
2
"
1/
2
"
HM
F
R
A
M
E
A
S
SC
H
E
D
U
L
E
D
+7
'
-
0
"
A
.
F
.
F
.
DO
O
R
A
S
S
C
H
E
D
U
L
E
D
WO
O
D
N
A
I
L
E
R
KI
N
G
S
T
U
D
F
A
C
E
W
E
B
AG
A
I
N
S
T
W
O
O
D
N
A
I
L
E
R
SE
A
L
A
N
T
HM
F
R
A
M
E
A
S
SC
H
E
D
U
L
E
D
DO
O
R
A
S
S
C
H
E
D
U
L
E
D
LP
B
-
1
6"
(
2
0
G
A
)
B
O
X
H
E
A
D
E
R
WO
O
D
N
A
I
L
E
R
HM
F
R
A
M
E
-
F
L
A
T
J
A
M
B
S
C
O
N
T
R
A
C
T
O
R
FU
R
N
I
S
H
E
D
&
I
N
S
T
A
L
L
E
D
+8
'
-
0
"
A
.
F
.
F
.
VI
N
Y
L
D
O
O
R
-
O
W
N
E
R
F
U
R
N
I
S
H
E
D
CO
N
T
R
A
C
T
O
R
I
N
S
T
A
L
L
E
D
1/
2
"
G
Y
P
B
D
B
O
T
H
S
I
D
E
S
SH
I
M
A
S
R
E
Q
U
I
R
E
D
BA
C
K
E
R
R
O
D
A
N
D
S
E
A
L
A
N
T
TR
A
N
S
F
E
R
G
R
I
L
L
E
-
S
E
E
M
E
C
H
D
W
G
S
DO
O
R
F
R
A
M
E
BA
C
K
R
O
O
M
SA
L
E
S
6"
CO
L
O
R
B
R
E
A
K
CL
-
5
CL
-
63"
CO
N
C
R
E
T
E
B
U
M
P
E
R
(
C
P
B
)
-
TO
P
O
F
P
A
L
L
E
T
B
U
M
P
E
R
F
L
A
T
FO
R
L
E
N
G
T
H
O
F
I
M
P
A
C
T
DO
O
R
T
R
A
V
E
L
D
I
S
T
A
N
C
E
3"
IM
P
A
C
T
D
O
O
R
4"
R
A
D
I
U
S
A
T
DO
O
R
W
A
Y
R
4
"
R4"1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(
c
i
)
EX
T
E
R
I
O
R
I
N
S
U
L
CO
P
P
E
R
L
A
M
I
N
A
T
E
D
TH
R
O
U
G
H
-
W
A
L
L
F
L
A
S
H
I
N
G
-
A
T
T
A
C
H
TO
R
I
G
I
D
I
N
S
U
L
w
/
T
E
R
M
I
N
A
T
I
O
N
B
A
R
AN
D
W
E
A
T
H
E
R
M
A
T
E
F
L
A
S
H
I
N
G
;
PR
O
V
I
D
E
W
E
E
P
V
E
N
T
S
@
2
4
"
O
.
C
.
@
LI
N
T
E
L
ST
E
E
L
B
E
A
R
I
N
G
P
L
A
T
E
-
S
E
E
ST
R
U
C
T
U
R
A
L
D
W
G
S
.
ST
E
E
L
T
U
B
E
H
E
A
D
E
R
-
S
E
E
ST
R
U
C
T
U
R
A
L
D
W
G
S
.
WO
O
D
B
L
K
G
OV
E
R
H
E
A
D
D
O
O
R
,
TR
A
C
K
,
&
W
E
A
T
H
E
R
-
ST
R
I
P
P
I
N
G
ME
T
A
L
C
H
A
N
N
E
L
@
OP
E
N
I
N
G
J
A
M
B
8'
-
0
"
A
.
F
.
F
.
B.
O
.
L
I
N
T
E
L
O.
H
.
D
O
O
R
I
N
S
T
A
L
L
E
R
TO
V
E
R
I
F
Y
26
GR
O
U
T
C
A
V
I
T
Y
B
E
L
O
W
FL
A
S
H
I
N
G
S
O
L
I
D
1/
2
"
G
Y
P
B
D
6"
M
T
L
S
T
U
D
S
@
1
6
"
O
.
C
.
-
S
E
E
S
T
R
U
C
T
D
W
G
S
SP
R
A
Y
F
O
A
M
I
N
S
U
L
-
SE
E
S
P
E
C
MA
S
O
N
R
Y
V
E
N
E
E
R
GA
L
V
A
N
I
Z
E
D
C
8
x
1
1
.
5
x
1
0
'
-
0
"
LO
N
G
C
E
N
T
E
R
E
D
O
N
D
O
O
R
OP
E
N
I
N
G
w
/
34"
D
I
A
.
x
6
"
LO
N
G
H
E
A
D
E
D
S
T
U
D
S
,
ST
A
G
G
E
R
E
D
@
1
2
"
O
.
C
.
OV
E
R
H
E
A
D
D
O
O
R
,
TR
A
C
K
,
&
WE
A
T
H
E
R
S
T
R
I
P
P
I
N
G
ME
T
A
L
C
H
A
N
N
E
L
@
OP
E
N
I
N
G
J
A
M
B
4"
S
Q
U
A
R
E
P
O
W
E
R
B
O
X
-
CO
O
R
D
I
N
A
T
E
L
O
C
A
T
I
O
N
W
/
SU
P
P
L
I
E
D
D
O
C
K
L
E
V
E
L
E
R
PR
O
V
I
D
E
1
/
4
"
S
L
O
P
E
T
O
CH
A
N
N
E
L
DO
C
K
S
E
A
L
21" +/-
FO
U
N
D
A
T
I
O
N
&
SL
A
B
-
S
E
E
ST
R
U
C
T
U
R
A
L
D
W
G
S
.
0'-
0
"
FI
N
.
F
L
O
O
R
CO
N
D
U
I
T
T
O
D
O
C
K
L
E
V
E
L
E
R
CO
N
T
R
O
L
S
-
S
E
E
E
L
E
C
.
D
W
G
S
.
DO
C
K
L
E
V
E
L
E
R
DOOR SCHEDULEDOORNO.DOORFRAMEHDW.GROUP DETAIL
RE
M
A
R
K
DO
O
R
NO
.
RO
O
M
NA
M
E
SIZEELEV.MAT.FIN.FIRELABELELEV.MAT.FIN.FIRELABELHEADJAMBSILLWIDTHHEIGHTTHICK.101A+/- 16'-0" V.I.F.7'-6"--DDALUM.------ALUM.----100----C1/A501DOOR
E
L
E
V
A
T
I
O
N
S
O
N
T
H
I
S
S
H
E
E
T
.
SEE SH
E
E
T
A
5
0
4
F
O
R
J
A
M
B
D
E
T
A
I
L
S
-
FIXED
S
I
D
E
L
I
G
H
T
P
A
N
E
L
S
H
A
L
L
M
A
K
E
U
P
DIFFER
E
N
C
E
I
N
M
A
S
O
N
R
Y
O
P
E
N
I
N
G
;
10
1
A
VE
S
T
I
B
U
L
E
101B+/- 8'-2" V.I.F.7'-6"--EEALUM.------ALUM.----100----C1/A501
10
1
B
VE
S
T
I
B
U
L
E
101C+/- 8'-2" V.I.F.7'-6"--EEALUM.------ALUM.----100----C1/A501
10
1
C
VE
S
T
I
B
U
L
E
102A7'-0"8'-0"1 1/2"CCPOLY----DH.M.1--SEEREMARK6/A6017/A601A2/A513HARD
W
A
R
E
B
Y
D
O
O
R
S
U
P
P
L
E
R
FRAM
E
B
Y
G
.
C
.
10
2
A
SA
L
E
S
102B4'-0"7'-0"1 3/4"GGH.M.1/2--EH.M.1/2--5001/A6012/A6013/A601 INSUL.
E
X
T
.
D
O
O
R
-
M
O
U
N
T
C
L
O
S
E
R
W
/
ARM P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
D
O
O
R
T
O
ALLOW
S
P
A
C
E
F
O
R
D
E
L
A
Y
E
D
E
G
R
E
S
S
UNIT B
Y
O
W
N
E
R
V
E
N
D
O
R
T
O
B
E
INSTAL
L
E
D
10
2
B
SA
L
E
S
1033'-0"7'-0"1 3/4"AAH.M.1--AH.M.1--2004/A6015/A601--
10
3
WO
M
E
N
S
1053'-0"7'-0"1 3/4"AAH.M.1--AH.M.1--2004/A6015/A601--
10
5
ME
N
S
1063'-0"7'-0"1 3/4"AAH.M.1--AH.M.1--4004/A6015/A601--
10
6
BR
E
A
K
RO
O
M
1073'-0"7'-0"1 3/4"AAH.M.1--AH.M.1--4004/A6015/A601--
10
7
OF
F
I
C
E
109A3'-0"7'-0"1 3/4"AAH.M.1/2--BH.M.1/2--6001/A6012/A6013/A601 INSUL.
E
X
T
.
D
O
O
R
-
M
O
U
N
T
C
L
O
S
E
R
W
/
ARM P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
D
O
O
R
T
O
ALLOW
S
P
A
C
E
F
O
R
D
E
L
A
Y
E
D
E
G
R
E
S
S
UNIT B
Y
O
W
N
E
R
V
E
N
D
O
R
T
O
B
E
INSTAL
L
E
D
10
9
A
BA
C
K
RO
O
M
109B8'-2"8'-1"--FFSTL.3/2------3/2--SEEREMARK8/A6019/A60110/A601HARD
W
A
R
E
B
Y
D
O
O
R
S
U
P
P
L
E
R
10
9
B
BA
C
K
RO
O
M
109C3'-0"7'-0"1 3/4"AAH.M.1/2--BH.M.1/2--5001/A6012/A6013/A601 INSUL.
E
X
T
.
D
O
O
R
-
M
O
U
N
T
C
L
O
S
E
R
W
/
ARM P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
D
O
O
R
T
O
ALLOW
S
P
A
C
E
F
O
R
D
E
L
A
Y
E
D
E
G
R
E
S
S
UNIT B
Y
O
W
N
E
R
V
E
N
D
O
R
T
O
B
E
INSTAL
L
E
D
10
9
C
BA
C
K
RO
O
M
109D3'-0"7'-0"1 3/4"AAH.M.1--AH.M.1--3004/A6015/A601--
10
9
D
BA
C
K
RO
O
M
LEGENDH.M.HOLLOW METALALUM.ANODIZED ALUMINUMPOLYPOLYETHYLENENOTE:SEE SHEET A603 FOR FINISH SCHEDULES KEYNOTES - FINISHES (SEE A-603 COLOR/M
A
T
E
R
I
A
L
S
C
H
E
D
U
L
E
)
1PT-3 / CL-5SEMIG
L
O
S
S
-
I
N
T
E
R
I
O
R
S
I
D
E
2PT-15 / CL-5SEMIG
L
O
S
S
-
E
X
T
E
R
I
O
R
S
I
D
E
3PREFINISHEDWHITE
-
I
N
T
E
R
I
O
R
S
I
D
E
TR
U
C
K
D
O
C
K
O
U
T
S
I
D
E
BA
C
K
R
O
O
M
IN
S
U
L
A
T
E
D
O
V
E
R
H
E
A
D
DO
O
R
,
T
R
A
C
K
,
A
N
D
T
R
I
M
TR
A
C
K
G
U
A
R
D
2X
W
D
B
L
K
G
F
O
R
TR
A
C
K
M
O
U
N
T
I
N
G
DO
C
K
S
E
A
L
C1
0
X
1
5
.
3
W
/
T
I
E
S
T
O
M
A
S
O
N
R
Y
&
M
E
T
A
L
S
T
U
D
S
@
8
"
O
.
C
.
SE
A
L
A
N
T
A
N
D
B
A
C
K
E
R
RO
D
A
L
L
S
I
D
E
S
OV
E
R
H
E
A
D
D
O
O
R
S
E
A
L
PA
L
L
E
T
B
U
M
P
E
R
-
C
P
B
6"
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
ST
O
P
C
A
S
T
S
T
O
N
E
SI
L
L
@
D
O
C
K
S
E
A
L
2X
W
D
B
L
K
G
OU
T
S
I
D
E
SE
A
L
A
N
T
@
E
X
T
E
R
I
O
R
F
A
C
E
OF
F
R
A
M
E
A
L
L
S
I
D
E
S
MO
D
U
L
A
R
MA
S
O
N
R
Y
V
E
N
E
E
R
1
1
/
2
"
D
O
W
T
H
E
R
M
A
X
(c
i
)
E
X
T
E
R
I
O
R
I
N
S
U
L
SE
A
L
A
N
T
@
P
E
R
I
M
E
T
E
R
OF
D
O
O
R
F
R
A
M
E
6"
M
E
T
A
L
.
S
T
U
D
S
@
1
6
"
O.
C
.
(
S
E
E
S
T
R
U
C
T
U
R
A
L
FO
R
S
I
Z
I
N
G
)
@
S
A
L
E
S
/
1
/
2
"
PL
Y
W
O
O
D
T
O
+
8
'
-
0
"
A.
F
.
F
.
@
B
A
C
K
R
O
O
M
@
S
A
L
E
S
@
B
A
C
K
R
O
O
M
WE
L
D
E
D
H
M
D
O
O
R
FR
A
M
E
A
S
S
C
H
E
D
U
L
E
D
IN
S
U
L
A
T
E
D
D
O
O
R
AS
S
C
H
E
D
U
L
E
D
2X
W
D
B
L
K
G
CG
-
A
CG
-
S
T
LP
B
-
1
WA
T
E
R
T
A
B
L
E
T
R
I
M
BE
L
O
W
,
T
Y
P
.
DOOR HARDWARE'225+$5':$5(6(712¬100'22512¬$%& 3529,'('%<2:1(5'225+$5':$5(6(712¬200'22512¬ 0(16 :20(16 ($&+72+$9(7+()2//2:,1* No.ItemDescriptionManufacturerFinish3HINGESFBB179STANLEY HARDWARE (STH)6261PRIVACY LOCKND40SSCHLAGE (SCH)6261CLOSER8501-BF-ALNORTON DOOR (NDC)AL1WALL STOP402-1/2IVES (IVS)AL112" H. PROTECTIVE PLATE8400IVES (IVS)AL'225+$5':$5(6(712¬300'22512¬ ' 87,/,7<$5($72+$9(7+()2//2:,1* No.ItemDescriptionManufacturerFinish4HINGESFBB179-NRPSTANLEY HARDWARE (STH)6261STOREROOM LOCKND80PDSCHLAGE (SCH)6261CLOSER W/ HOLD OPEN1601-HNORTON DOOR (NDC)AL1WALL STOP402-1/2IVES (IVS)AL142" H. PROTECTIVE PLATE8400IVES (IVS)AL'225+$5':$5(6(712¬400'22512¬ %5($.5220 2)),&( ($&+72+$9(7+()2//2:,1* No.ItemDescriptionManufacturerFinish3HINGESFBB179-NRPSTANLEY HARDWARE (STH)6261STOREROOM LOCKND80PDSCHLAGE (SCH)6261CLOSER8501-BF-ALNORTON DOOR (NDC)AL1WALL STOP402-1/2IVES (IVS)AL1DOOR VIEWER698IVES (IVS)-142" H. PROTECTIVE PLATE8400IVES (IVS)AL '225+$5':$5(6(712¬500'22512¬% & 6$/(6$1'%$&.5220(*5(667
2
+
$
9
(
7
+
(
)
2
/
/
2
:
,
1
*
No.ItemDescription
Ma
n
u
f
a
c
t
u
r
e
r
Fi
n
i
s
h
3HINGESFBB179-NRP
ST
A
N
L
E
Y
H
A
R
D
W
A
R
E
(
S
T
H
)
63
0
1THRESHOLD896N
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
AL
1EXIT/PANIC2101
PR
E
C
I
S
I
O
N
H
D
W
(
P
H
)
63
0
1CLOSER8501-BF-AL
NO
R
T
O
N
D
O
O
R
(
N
D
C
)
AL
1DRIP STRIP16A
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
CL
E
A
R
A
N
O
D
A
L
1MAGNETIC PERIM SEAL159MA
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
CL
E
A
R
A
N
O
D
A
L
1DOOR SWEEP9605A
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
CL
E
A
R
A
N
O
D
A
L
'225+$5':$5(6(712¬600'22512¬ $ %$&.52200$1'22572+$9(7+()2
/
/
2
:
,
1
*
No.ItemDescription
Ma
n
u
f
a
c
t
u
r
e
r
Fi
n
i
s
h
3HINGESFBB179-NRP
ST
A
N
L
E
Y
H
A
R
D
W
A
R
E
(
S
T
H
)
63
0
1THRESHOLD896N
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
AL
1EXIT/PANIC2103X1703C
PR
E
C
I
S
I
O
N
H
A
R
D
W
A
R
E
(
P
H
)
63
0
1CLOSER W/ HOLD OPEN1601H
NO
R
T
O
N
D
O
O
R
(
N
D
C
)
AL
1DRIP STRIP16A
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
CL
E
A
R
A
N
O
D
.
A
L
1MAG. PERIMETER SEAL159MA
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
CL
E
A
R
A
N
O
D
.
A
L
1DOOR SWEEP9605A
NA
T
I
O
N
A
L
G
U
A
R
D
(
N
G
P
)
CL
E
A
R
A
N
O
D
.
A
L
1DOOR VIEWER698
IV
E
S
(
I
V
S
)
-
DOOR HARDWARE
(
C
O
N
T
.
)
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A601-A603.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
1
He
a
d
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
2
Ja
m
b
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
3
Si
l
l
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
4
He
a
d
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
5
Ja
m
b
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
12Door ElevationsSCALE: 3/16" = 1'-0"13Frame ElevationsSCALE: 3/16" = 1'-0"
6
He
a
d
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
7
Ja
m
b
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
8
He
a
d
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
10
Si
l
l
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
9
Ja
m
b
D
e
t
a
i
l
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
Do
o
r
Sc
h
e
d
u
l
e
s
&
D
e
t
a
i
l
s
A-
6
0
1
APPLIED GRAPHICS -SUPPLIED ANDINSTALLED BY ALDI 2'-5 1/2"TYPICAL 10'-0" VIF 8'-2"7'-7 1/2"4 1/2"18'-5" VIF
9(5,)<ZDOOR SUPPLIER
1'-11"GL-1 EQ. 1EQ. 1EQ. 2EQ. 2GL-1ALIGN MULLION WITHTOP OF ADJACENTWINDOW SILL GL-1 GL-1GL-1GL-1GL-1GL-1 GL-1 GL-1GL-1GL-1GL-1GL-1 GL-1GL-1 2"2"101C
VB
-
1
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
LP
B
-
1
GYP BDCL-3FLATPT-6
7'
-
1
0
"
7'-
1
0
"
16
'
-
0
"
V
I
F
9(5,)<Z
DOOR SUPPLIER
10'-0" VIF
EQ
.
EQ
.
EQ
.
EQ
.
NO
T
E
:
1.
A
U
T
O
D
O
O
R
S
Y
S
T
E
M
F
U
R
N
I
S
H
E
D
&
IN
S
T
A
L
L
E
D
B
Y
A
L
D
I
D
O
O
R
S
U
P
P
L
I
E
R
.
2.
G
C
T
O
C
O
N
F
I
R
M
W
I
T
H
O
W
N
E
R
T
H
A
T
T
H
E
AL
D
I
A
U
T
O
D
O
O
R
S
U
P
P
L
I
E
R
V
E
R
I
F
I
E
S
T
H
E
R
.
O
.
PR
I
O
R
T
O
T
H
E
F
A
B
R
I
C
A
T
I
O
N
O
F
T
H
E
D
O
O
R
S
.
3.
S
H
A
D
E
D
G
L
A
Z
E
D
P
A
N
E
S
T
O
B
E
S
A
F
E
T
Y
(T
E
M
P
E
R
E
D
)
G
L
A
S
S
-
S
E
E
S
P
E
C
S
E
C
T
I
O
N
0
8
8
0
0
0
.
DU
P
L
E
X
R
E
C
E
P
T
.
BY
E
.
C
.
@
+
(
1
8
"
)
AP
P
L
I
E
D
G
R
A
P
H
I
C
S
-
SU
P
P
L
I
E
D
A
N
D
IN
S
T
A
L
L
E
D
B
Y
A
L
D
I
2"
2"
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
10
1
A
GY
P
B
D
CL
-
2
FL
A
T
PT
-
6
8'
-
2
"
10'-0" VIF
EQ
.
EQ
.
3'-
7
"
AP
P
L
I
E
D
G
R
A
P
H
I
C
S
-
SU
P
P
L
I
E
D
A
N
D
IN
S
T
A
L
L
E
D
B
Y
A
L
D
I
2"
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
GL
-
1
10
1
B
9(5,)<Z
DOOR SUPPLIER
NO
T
E
:
1.
AL
U
M
I
N
U
M
F
R
A
M
I
N
G
1
3
/
4
"
(
2
"
I
N
S
U
L
A
T
E
D
)
X
4
1
/
2
"
A
N
D
4
1
/
2
"
X
4
1/
2
"
(
S
E
E
P
L
A
N
)
.
2.
SE
E
S
P
E
C
F
O
R
G
L
A
S
S
T
Y
P
E
S
3.
AL
L
S
T
O
R
E
F
R
O
N
T
D
I
M
E
N
S
I
O
N
S
T
O
B
E
V
E
R
I
F
I
E
D
I
N
F
I
E
L
D
A
N
D
A
D
J
U
S
T
E
D
AS
N
E
E
D
E
D
4.
SH
A
D
E
D
G
L
A
Z
E
D
P
A
N
E
S
T
O
B
E
S
A
F
E
T
Y
(
T
E
M
P
E
R
E
D
)
G
L
A
S
S
-
SE
E
S
P
E
C
S
E
C
T
I
O
N
0
8
8
0
0
0
.
GL
A
Z
I
N
G
S
C
H
E
D
U
L
E
:
MA
T
.
K
E
Y
KE
Y
D
E
S
C
R
I
P
T
I
O
N
DE
S
C
R
I
P
T
I
O
N
-
C
O
L
O
R
RE
M
A
R
K
S
GL
-
1
FU
L
L
Y
T
E
M
P
E
R
E
D
F
L
O
A
T
G
L
A
S
S
CL
E
A
R
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
8
8
0
0
0
GL
-
2
LO
W
E
,
I
N
S
U
L
A
T
I
N
G
G
L
A
S
S
CL
E
A
R
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
8
8
0
0
0
GL
-
S
SI
L
I
C
O
N
E
-
C
O
A
T
E
D
S
P
A
N
D
R
E
L
G
L
A
S
S
CO
L
O
R
SE
L
E
C
T
E
D
B
Y
OW
N
E
R
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
8
8
0
0
0
3'-4"
2"
2'-8"
2"
2"
4'
-
0
"
2"
HM
F
R
A
M
E
W
I
N
D
O
W
3'-0"
4'
-
4
"
SE
E
S
P
E
C
I
F
I
C
A
T
I
O
N
SE
C
T
I
O
N
0
8
8
0
0
0
F
O
R
MI
R
R
O
R
F
I
L
M
A
T
OF
F
I
C
E
W
I
N
D
O
W
RE
M
O
V
A
B
L
E
S
T
O
P
O
N
SA
L
E
S
F
L
O
O
R
S
I
D
E
O
F
GL
A
Z
I
N
G
PR
O
V
I
D
E
R
O
L
L
E
R
S
H
A
D
E
S
ON
O
F
F
I
C
E
S
I
D
E
-
S
E
E
SP
E
C
I
F
I
C
A
T
I
O
N
S
E
C
T
I
O
N
10
2
8
1
3
GL
-
1
FI
N
I
S
H
E
D
F
L
O
O
R
FINISHED FLOOR
ST
O
R
E
F
R
O
N
T
STOREFRONT 3'-6 3/4"6'-1 3/4"16'-0" VIF2"EQ.2"EQ.4 1/2"EQ.2"2"2"6'-5 3/4"VIF
GL
-
2
GL
-
2
GL
-
2
GL-2GL-2GL-2STOREFRONT3'-6 3/4"6'-1 3/4"21'-4" VIF2"EQ.2"EQ.2"EQ.2"
2"2"6'-5 3/4"VIFGL-2GL-2GL-2
ST
O
R
E
F
R
O
N
T
ST
O
R
E
F
R
O
N
T
2"
EQ
.
2"
EQ
.
2"
EQ
.
2"
22
'
-
0
"
V
I
F
GL
-
S
GL
-
S
GL
-
S
2"2'-3"2"11'-4"STOREFRONT 2"EQ.2"EQ.2"EQ.2"22'-4" VIF 2'-7"VIFGL-SFINISHED FLOOR
2"
2'-3"
2"
7'-5 1/2"2'-7"VIF
2"
2'-3"
2"
11'-4"2'-7"VIF
21
'
-
4
"
V
I
F
2"
EQ
.
2"
EQ
.
2"
EQ
.
2"
ST
O
R
E
F
R
O
N
T
11'-4"
2"
2'-4"
2"
2'-8"VIF
2"
EQ
.
2"
EQ
.
EQ
.
2"
24
'
-
0
"
V
I
F
ST
O
R
E
F
R
O
N
T
GL
-
2
2"
3'-5 1/4"
2"
3'-9 1/4"VIF
2"
EQ
.
2"
EQ
.
2"
4'-0 3/4"
6'
-
0
"
V
I
F
2"
2'-3"
2"
11'-4"
2"
EQ
.
2"
EQ
.
2"
EQ
.
2"
21
'
-
4
"
V
I
F
2'-7"VIF
GL
-
S
GL
-
S
GL
-
S
11'-4"2"2'-4"2"2'-8"VIFSTOREFRONT2"2"EQ.2"EQ.
2"
EQ
.
2"
24'-8" VIF
2"
GL-SGL-S
GL
-
2
GL
-
2
GL
-
2
GL-2GL-2
GL
-
2
11'-4"
2"
2'-4"
2"
2'-8"VIF
ST
O
R
E
F
R
O
N
T
2"
2"
EQ
.
2"
EQ
.
2"
EQ
.
2"
24
'
-
8
"
V
I
F
GL
-
S
GL
-
S
GL
-
S
1 1/2" x 1 1/2" x 3/16"ALUM TUBE FRAME TYP1/2" SQ ALUM STOP ONBOTH SIDES OF SIGN TYP
2'-3" COORD w/
SIGN PROVIDER
7 1/2"10"
3'-8 1/2"
SEALANT, TYPSIGNAGE BY OWNER 1/2" SS MACHINE BOLTw/ (2)1/2" SS REGULARFLAT WASHER ANDLOCKING NUT TYP 2x WOOD BLKG1 1/2" SQ ALUMTUBE FRAME TYP 1/2" SS MACHINE BOLTw/ (2)1/2" SS REGULARFLAT WASHER ANDLOCKING NUT TYP1/2" SQ ALUM STOP ONBOTH SIDES OF SIGN TYP SEALANT (TYPICAL)C2A6022'-3" COORD w/SIGN PROVIDER 7 1/2"10"3'-8 1/2"4'-2"CENTER SIGN BETWEEN CART WALLS
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A601-A603.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
D1VestibuleSCALE: 1/4" = 1'-0"C1VestibuleSCALE: 1/4" = 1'-0"
B1
Ve
s
t
i
b
u
l
e
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A1
Ve
s
t
i
b
u
l
e
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B2
Of
f
i
c
e
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
D3Window TypesSCALE: 1/4" = 1'-0"
Wi
n
d
o
w
E
l
e
v
a
t
i
o
n
s
&
D
e
t
a
i
l
s
A-
6
0
2
D2Quarter Cart Sign FrameSCALE: 1/4" = 1'-0"C2Quarter Cart
S
i
g
n
F
r
a
m
e
SCALE: 1/4" = 1'-0"
BLRD-467((/3,3(BOLLARD W/ COVERDAWN ENTERPRISESCOVER: MODEL # BCARCHCHR - FACTORYFINISH FOR ORDERING, CONTACT SARAHANDERSON OF DAWN ENTERPRISES VIAPHONE: 800-262-3296 x118 OR EMAIL:sarah@godawn.com BOLLARD SCHEDULE :MAT. KEYKEY DESCRIPTIONMANUFACTURERDESCRIPTION - COLORREMARKBLRD-1NOT USEDBLRD-2%2//$5'BY CONTRACTORSTEEL PIPE FILLED w/ GROUT -PT-10 / CL-4: SEMIGLOSS@ LOADING DOCK - SEE STRUCTURAL DWG.BLRD-3%2//$5'BY CONTRACTORGALV STEEL PIPE POST@ CART CORRALEQUIPMENT AND ACCESSORY SCHEDULE :MAT. KEYKEY DESCRIPTIONMANUFACTURERDESCRIPTION - COLORREMARKAC-XTOILET ROOM ACC.BY CONTRACTORSEE PROJECT MANUAL - SECTION 102800MULTIDECKUNITSMULTIDECK UNITS HUSSMAN orHILLPHOENIX (SEEA-131 FOR MODELNUMBERS)CASE EXTERIOR: #045 ICE GREYBUMPER: #111 AUTUMN GREYCASE INTERIOR: #701 SHADOW BLACK SEE PROJECT MANUAL - APPENDIX 'B'TR-1TRASH RECEPTACLEDAWN ENTERPRISESMODEL # RP40S-ALDI - FACTORY FINISH FOR ORDERING, CONTACT SARAHANDERSON OF DAWN ENTERPRISES VIAPHONE: 800-262-3296 x118 OR EMAIL:sarah@godawn.comFINISH MATERIAL SCHEDULE :MAT. KEYKEY DESCRIPTIONMANUFACTURERDESCRIPTION - COLORREMARKSAL/GLALUMINUM & GLASSSTOREFRONTBY CONTRACTORCLEAR ANODIZEDSEE ELEVATIONS FOR GLAZING TYPESCONC.CONCRETE SLABBY CONTRACTORSEE PROJECT MANUAL - SECTION 033000EXPEXPOSED STRUCTUREBY CONTRACTORPT-2 / CL-1: FLATSALES FLOOREXP-1EXPOSED STRUCTUREBY CONTRACTORNO PAINTBACK ROOM/ABOVE CEILINGSFRPFIBER REINFORCEDPLASTICBY CONTRACTORP-151 LIGHT GRAYSEE PROJECT MANUAL - SECTION 066400GR-1GROUTCUSTOM BUILDINGPRODUCTS#165 DELOREAN GRAYGROUT FOR T-2 AND T-5GR-2NOT USEDGR-3GROUTMAPEI#00 WHITEGROUT FOR T-4GYP BDGYPSUM WALL BOARDBY CONTRACTORSEE PROJECT MANUAL - SECTION 092900LPB-1LAMINATED PARTICLEBOARD - WAINSCOTFORMICA#5883-58 PECAN WOODLINECOORDINATE w/ MILLWORK VENDOR TO BEINSTALLED 1/2" AFF - REFER TO APPENDIX A.LPB-2 LAMINATED PARTICLEBOARD - SACKINGCOUNTER, GRAPHICBOXES &COOLER/FREEZERFASCIA FORMICA#5884-58 CHESTNUT WOODLINECOORDINATE w/ MILLWORK VENDOR. REFERTO APPENDIX A.LPB-3 LAMINATED PARTICLEBOARD - COUNTERTOPS& WINDOW SILLS FORMICA#3202-58 OTTERCOORDINATE w/ MILLWORK VENDOR. REFERTO APPENDIX A.LPB-4LAMINATED PARTICLEBOARD - CABINETSFORMICA#464-58 GRAYSTONECOORDINATE w/ MILLWORK VENDOR. REFERTO APPENDIX A.LPB-5LAMINATED PARTICLEBOARD - MDU FASCIAFORMICATBDCOORDINATE w/ MILLWORK VENDOR. REFERTO APPENDIX A.PLWDPLYWOOD - PAINTEDBY CONTRACTORPT-6 / CL-6: SEMIGLOSSBACK ROOM; SEE PROJECT MANUAL -SECTION 061053 (RUN PLWD VERTICAL)PORC-1PORCELAIN TILE -THICK SETARGELITH LIGHT GRAY R9, 12"X12" (RUNNING BONDW/ STRAIGHT LINES RUNNING IN THE SHORTDIMENSION OF THE SALES FLOOR)PROVIDED BY OWNER; SEE PROJECTMANUAL - SECTION 093000 & APPENDIX 'B'SAPCSUSPENDED ACOUSTICPANEL CEILINGBY CONTRACTORWHITESEE PROJECT MANUAL - SECTION 095113SS-1NOT USEDSS-2SCHLUTER STRIPSCHLUTERRONDEC; DB 14 AE; SATIN ANODIZEDALUMINUM FINISHWALL TILE EDGET-1NOT USEDT-2PORCELAIN TILEDALTILE CLIFF POINTE - ROCK CP84, 12"X12"(HORIZONTAL ORIENTATION / RUNNINGBOND PATTERN)RESTROOM WALL TILE; GROUT: GR-1T-3NOT USEDT-4GLAZED TILEDALTILE RITTENHOUSE SQUARE - WHITE 0100, 3"X6"(HORIZONTAL ORIENTATION / RUNNINGBOND PATTERN)SALES FLOOR REAR WALL ACCENT TILE;GROUT: GR-3T-5PORCELAIN TILEDALTILE CLIFF POINTE - ROCK CP84, 6"X12" (CUT12"X12" IN HALF, HORIZONTAL ORIENTATION/ RUNNING BOND PATTERN)BREAKROOM BACKSPLASH TILE;GROUT: GR-1TB-1PORCELAIN TILE BASEDALTILECLIFF POINTE - MOUNTAIN CP85, 6"X12"RESTROOM BASE TILE; GROUT: GR-1VB-1VINYL BASEROPPEBLACK /BROWNSEE PROJECT MANUAL - SECTION 096513
PA
I
N
T
C
O
L
O
R
S
C
H
E
D
U
L
E
:
MA
T
.
K
E
Y
KE
Y
D
E
S
C
R
I
P
T
I
O
N
MA
N
U
F
A
C
T
U
R
E
R
DE
S
C
R
I
P
T
I
O
N
-
C
O
L
O
R
RE
M
A
R
K
S
CL
-
1
PA
I
N
T
C
O
L
O
R
SH
E
R
W
I
N
W
I
L
L
I
A
M
S
#6
0
7
3
P
E
R
F
E
C
T
G
R
E
I
G
E
PA
I
N
T
C
O
L
O
R
S
M
U
S
T
B
E
P
R
O
V
I
D
E
D
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
I
N
D
I
C
A
T
E
D
;
NO
S
U
B
S
T
I
T
U
T
I
O
N
S
W
I
L
L
B
E
A
C
C
E
P
T
E
D
F
O
R
C
O
L
O
R
CL
-
2
PA
I
N
T
C
O
L
O
R
SH
E
R
W
I
N
W
I
L
L
I
A
M
S
#6
0
7
1
P
O
P
U
L
A
R
G
R
A
Y
CL
-
3
PA
I
N
T
C
O
L
O
R
BE
N
J
A
M
I
N
M
O
O
R
E
#2
0
2
5
-
3
0
N
E
W
L
I
M
E
CL
-
4
PA
I
N
T
C
O
L
O
R
SH
E
R
W
I
N
W
I
L
L
I
A
M
S
SA
F
E
T
Y
Y
E
L
L
O
W
CL
-
5
PA
I
N
T
C
O
L
O
R
SH
E
R
W
I
N
W
I
L
L
I
A
M
S
#7
5
0
4
K
E
Y
S
T
O
N
E
G
R
A
Y
CL
-
6
PA
I
N
T
C
O
L
O
R
SH
E
R
W
I
N
W
I
L
L
I
A
M
S
#7
0
7
3
N
E
T
W
O
R
K
G
R
A
Y
CL
-
7
PA
I
N
T
C
O
L
O
R
SH
E
R
W
I
N
W
I
L
L
I
A
M
S
#7
0
4
3
W
O
R
L
D
L
Y
G
R
A
Y
CL
-
8
PA
I
N
T
C
O
L
O
R
BE
N
J
A
M
I
N
M
O
O
R
E
#2
1
4
3
-
7
0
S
I
M
P
L
Y
W
H
I
T
E
PT
-
(
1
-
1
2
)
PA
I
N
T
S
Y
S
T
E
M
BY
C
O
N
T
R
A
C
T
O
R
SE
E
P
A
I
N
T
S
Y
S
T
E
M
S
C
H
E
D
U
L
E
S
O
N
T
H
I
S
S
H
E
E
T
.
WA
L
L
A
N
D
S
U
R
F
A
C
E
P
R
O
T
E
C
T
I
O
N
S
C
H
E
D
U
L
E
:
MA
T
.
K
E
Y
KE
Y
D
E
S
C
R
I
P
T
I
O
N
MA
N
U
F
A
C
T
U
R
E
R
DE
S
C
R
I
P
T
I
O
N
-
C
O
L
O
R
RE
M
A
R
K
S
BG
BU
M
P
E
R
G
U
A
R
D
Mc
C
U
E
ST
A
I
N
L
E
S
S
S
T
E
E
L
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
1
0
2
6
0
0
BR
BU
M
P
E
R
R
A
I
L
Mc
C
U
E
CA
R
T
S
T
O
P
S
S
R
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
1
0
2
6
0
0
BR
-
C
BU
M
P
E
R
R
A
I
L
Mc
C
U
E
CA
R
T
S
T
O
P
U
G
1
5
0
1
2
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
1
0
2
6
0
0
CG
-
A
CO
R
N
E
R
G
U
A
R
D
CL
E
A
R
A
N
O
D
I
Z
E
D
AL
U
M
I
N
U
M
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
1
0
2
6
0
0
CG
-
S
T
CO
R
N
E
R
G
U
A
R
D
BY
C
O
N
T
R
A
C
T
O
R
ST
E
E
L
-
P
T
-
3
/
C
L
-
6
:
S
E
M
I
G
L
O
S
S
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
5
5
0
0
0
CP
B
CO
N
C
.
P
A
L
L
E
T
BU
M
P
E
R
BY
C
O
N
T
R
A
C
T
O
R
PT
-
3
/
C
L
-
6
:
S
E
M
I
G
L
O
S
S
(
B
A
C
K
R
O
O
M
)
PT
-
3
/
C
L
-
5
:
S
E
M
I
G
L
O
S
S
(
S
A
L
E
S
)
SE
E
D
E
T
A
I
L
7
/
A
6
0
1
F
O
R
CO
L
O
R
B
R
E
A
K
CR
T
B
CA
R
T
B
U
M
P
E
R
BY
C
O
N
T
R
A
C
T
O
R
CO
N
C
N
A
T
U
R
A
L
-
R
U
B
B
E
D
F
I
N
I
S
H
SE
E
D
E
T
A
I
L
D
1
/
S
3
0
1
CR
T
-
R
L
CA
R
T
R
A
I
L
BY
C
O
N
T
R
A
C
T
O
R
GA
L
V
A
N
I
Z
E
D
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
5
5
0
0
0
KP
KI
C
K
P
L
A
T
E
BY
C
O
N
T
R
A
C
T
O
R
ST
A
I
N
L
E
S
S
S
T
E
E
L
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
8
7
1
0
0
SS
B
R
ST
A
I
N
L
E
S
S
S
T
E
E
L
BU
M
P
E
R
R
A
I
L
Ta
r
p
e
n
i
n
g
-
La
F
o
l
l
e
t
t
e
C
o
ST
A
I
N
L
E
S
S
S
T
E
E
L
ST
B
ST
E
E
L
T
U
B
E
B
U
M
P
E
R
FL
O
O
R
M
O
U
N
T
E
D
BY
C
O
N
T
R
A
C
T
O
R
PT
-
3
/
C
L
-
5
:
S
E
M
I
G
L
O
S
S
SE
E
P
R
O
J
E
C
T
M
A
N
U
A
L
-
SE
C
T
I
O
N
0
5
5
0
0
0
FINISH NOTES:1SEE REFLECTED CEILING PLAN FOR ALL CEILINGS AND SOFFITS.2REFER TO APPENDIX 'A' FOR ITEMS FURNISHED BY OWNER ANDINSTALLED BY CONTRACTOR3REFER TO APPENDIX 'B' FOR ITEMS PROVIDED BY OWNER.4DO NOT PAINT GALVANIZED DOOR THRESHOLDS5USE SOLVENT TO REMOVE ALL MANUFACTURER WORDING ONEXPOSED PVC PIPING.6PAINT ALL EXPOSED PIPING TO MATCH ADJACENT CEILING/WALLCOVERING.7SEE SPECIFICATION SECTION 099100 FOR PAINT SYSTEMS.ROOM FINISH SCHEDULE:ROOMNO.ROOM NAMEFLOORGROUTBASEGYP BDTHICKNESSSOUNDATTENUATIONBATTSLPBTHICKNESSTOP WALLRIGHT WALLBOTTOM W
A
L
L
LE
F
T
W
A
L
L
CE
I
L
I
N
G
RE
M
A
R
K
S
RO
O
M
NO
.
LOWERUPPERLOWERUPPERLOWERUP
P
E
R
LO
W
E
R
UP
P
E
R
MA
T
.
FI
N
.
HG
T
.
101VESTIBULEPORC-1--VB-11/2"3/4"AL/GLAL/GLAL/GLAL/GLAL/GLAL
/
G
L
AL
/
G
L
AL
/
G
L
SA
P
C
--
10
'
-
0
"
10
1
102SALESPORC-1--VB-1/CPB/SSBR 1/2" &1/2 M.R (A)3/4"LPB-1GYP BD AL/GLGYP BD LPB-1GY
P
B
D
LP
B
-
1
T-
4
EX
P
--
VA
R
I
E
S
PA
I
N
T
D
E
C
K
,
B
A
R
J
S
T
S
,
G
I
R
D
E
R
T
R
U
S
S
E
S
,
CO
N
D
U
I
T
,
S
P
R
I
N
K
L
E
R
L
I
N
E
S
,
S
T
R
U
C
T
,
U
N
I
S
T
R
U
T
,
HA
R
D
D
U
C
T
W
O
R
K
,
&
G
R
I
L
L
E
S
.
S
E
E
I
N
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
A
N
D
CO
L
O
R
S
.
10
2
LPB-1AL/GL
GY
P
B
D
GY
P
B
D
--
103WOMENSPORC-1--TB-11/2" M.R. (B)XT-2/GR-1GYP BDT-2/GR-1GYP BDT-2/GR-1GY
P
B
D
T-
2
/
G
R
-
1
GY
P
B
D
SA
P
C
--
9'-
6
"
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
AN
D
C
O
L
O
R
S
.
10
3
104HALLPORC-1--VB-11/2"X3/4"LPB-1GYP BDLPB-1GYP BDLPB-1GY
P
B
D
LP
B
-
1
GY
P
B
D
SA
P
C
--
9'-
6
"
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
AN
D
C
O
L
O
R
S
.
10
4
105MENSPORC-1--TB-11/2" M.R. (B)XT-2/GR-1GYP BDT-2/GR-1GYP BDT-2/GR-1GY
P
B
D
T-
2
/
G
R
-
1
GY
P
B
D
SA
P
C
--
9'-
6
"
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
AN
D
C
O
L
O
R
S
.
10
5
106BREAKROOMPORC-1--VB-11/2"XGYP BDGYP BDGYP BD
GY
P
B
D
T-
5
/
G
R
-
1
SA
P
C
--
10
'
-
0
"
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
AN
D
C
O
L
O
R
S
.
10
6
107OFFICEPORC-1--VB-11/2"MLD. R. (C)XGYP BDGYP BDGYP BD
GY
P
B
D
SA
P
C
--
10
'
-
0
"
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
AN
D
C
O
L
O
R
S
.
10
7
108UTILITY AREACONC--CPB1/2"PLWDGYP BDPLWDGYP BDPLWDGY
P
B
D
PL
W
D
GY
P
B
D
EX
P
-
1
--
VA
R
I
E
S
FR
P
T
O
+
4
8
"
A
B
O
V
E
M
O
P
S
I
N
K
.
S
E
E
I
N
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
A
N
D
CO
L
O
R
S
.
10
8
109BACKROOMCONC--CPB1/2"PLWDGYP BDPLWDGYP BDPLWDGY
P
B
D
PL
W
D
GY
P
B
D
EX
P
-
1
--
VA
R
I
E
S
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
F
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
AN
D
C
O
L
O
R
S
.
10
9
SO
U
N
D
A
T
T
E
N
U
A
T
I
O
N
B
A
T
T
S
:
1
PR
O
V
I
D
E
S
O
U
N
D
B
A
T
T
S
F
O
R
F
U
L
L
H
E
I
G
H
T
O
F
W
A
L
L
O
N
A
L
L
I
N
T
E
R
I
O
R
PA
R
T
I
T
I
O
N
S
S
U
R
R
O
U
N
D
I
N
G
R
O
O
M
S
W
I
T
H
"
X
"
I
N
S
C
H
E
D
U
L
E
A
B
O
V
E
VA
P
O
R
B
A
R
R
I
E
R
:
1
PR
O
V
I
D
E
V
A
P
O
R
B
A
R
R
I
E
R
O
N
W
A
L
L
S
A
D
J
A
C
E
N
T
T
O
F
R
E
E
Z
E
R
B
E
T
W
E
E
N
ST
U
D
A
N
D
G
Y
P
O
N
F
R
E
E
Z
E
R
S
I
D
E
O
F
W
A
L
L
IN
T
E
R
I
O
R
M
T
L
.
S
T
U
D
S
C
H
E
D
U
L
E
(
U
.
N
.
O
.
)
:
HE
I
G
H
T
O
F
S
T
U
D
GA
U
G
E
SP
A
C
I
N
G
(
I
N
.
O
.
C
.
)
<1
5
'
-
0
"
20
16
15
'
-
0
"
-
2
0
'
-
0
"
18
16
>
2
0
'
-
0
"
16
16
NO
T
E
S
ST
U
D
D
E
P
T
H
I
N
D
I
C
A
T
E
D
O
N
D
R
A
W
I
N
G
S
ST
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
&
P
R
O
J
E
C
T
S
P
E
C
I
F
I
C
L
I
G
H
T
G
A
U
G
E
SH
O
P
D
R
A
W
I
N
G
S
S
U
P
E
R
S
E
D
E
T
H
I
S
T
A
B
L
E
TH
I
S
T
A
B
L
E
I
S
F
O
R
G
E
N
E
R
A
L
R
E
F
E
R
E
N
C
E
O
N
L
Y
,
S
T
U
D
MA
N
U
F
A
C
T
U
R
E
R
'
S
S
P
A
N
T
A
B
L
E
S
S
H
O
U
L
D
S
U
P
E
R
S
E
D
E
T
H
I
S
TA
B
L
E
B
A
S
E
D
O
N
S
T
U
D
D
E
S
I
G
N
A
T
I
O
N
S
E
L
E
C
T
E
D
A
N
D
S
P
A
N
RE
Q
U
I
R
E
M
E
N
T
S
.
EX
T
E
R
I
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
C
H
E
D
U
L
E
PT
#
SY
S
T
E
M
SU
B
S
T
R
A
T
E
MP
I
S
Y
S
T
E
M
CO
A
T
RE
M
A
R
K
S
PT
-
1
5
AL
K
Y
D
ST
E
E
L
EX
T
5
.
1
D
A.
P
R
I
M
E
C
O
A
T
:
A
L
K
Y
D
A
N
T
I
C
O
R
R
O
S
I
V
E
M
E
T
A
L
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
E
X
T
E
R
I
O
R
A
L
K
Y
D
E
N
A
M
E
L
M
A
T
C
H
I
N
G
TO
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
E
X
T
E
R
I
O
R
A
L
K
Y
D
E
N
A
M
E
L
(
S
E
M
I
G
L
O
S
S
)
.
-
PT
-
1
6
AL
K
Y
D
GA
L
V
A
N
I
Z
E
D
ME
T
A
L
EX
T
5
.
3
B
A.
P
R
I
M
E
C
O
A
T
:
C
E
M
E
N
T
I
T
I
O
U
S
G
A
L
V
A
N
I
Z
E
D
-
M
E
T
A
L
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
E
X
T
E
R
I
O
R
A
L
K
Y
D
E
N
A
M
E
L
M
A
T
C
H
I
N
G
TO
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
E
X
T
E
R
I
O
R
A
L
K
Y
D
E
N
A
M
E
L
(
S
E
M
I
G
L
O
S
S
)
.
-
PT
-
1
7
LA
T
E
X
O
V
E
R
AL
K
A
L
I
-
R
E
S
I
S
T
A
N
T
PR
I
M
E
R
S
Y
S
T
E
M
CM
U
EX
T
4
.
2
L
A.
P
R
I
M
E
C
O
A
T
:
A
L
K
A
L
I
-
R
E
S
I
S
T
A
N
T
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
E
X
T
E
R
I
O
R
L
A
T
E
X
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
E
X
T
E
R
I
O
R
L
A
T
E
X
(
A
S
S
E
L
E
C
T
E
D
B
Y
O
W
N
E
R
)
.
EX
P
O
S
E
D
C
M
U
TH
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
S
C
H
E
D
U
L
E
LO
C
A
T
I
O
N
MI
N
.
R
VA
L
U
E
IN
S
U
L
A
T
I
O
N
T
Y
P
E
DE
S
I
G
N
S
T
A
N
D
A
R
D
RE
M
A
R
K
S
UN
D
E
R
S
L
A
B
S
30
TY
P
E
I
V
EX
T
R
U
D
E
D
-
P
O
L
Y
S
T
Y
R
E
N
E
BO
A
R
D
I
N
S
U
L
A
T
I
O
N
PR
O
V
I
D
E
U
N
D
E
R
F
R
E
E
Z
E
R
S
L
A
B
PE
R
I
M
E
T
E
R
W
A
L
L
IN
S
U
L
A
T
I
O
N
(S
U
P
P
O
R
T
I
N
G
B
A
C
K
F
I
L
L
)
10
EX
T
R
U
D
E
D
P
O
L
Y
S
T
Y
R
E
N
E
FO
A
M
B
O
A
R
D
IN
S
U
L
A
T
I
O
N
DO
W
S
T
Y
R
O
F
O
A
M
PE
R
I
M
A
T
E
PR
O
V
I
D
E
A
T
F
O
U
N
D
A
T
I
O
N
P
E
R
I
M
E
T
E
R
A
S
S
H
O
W
N
O
N
DR
A
W
I
N
G
S
CO
N
T
I
N
U
O
U
S
W
A
L
L
IN
S
U
L
A
T
I
O
N
10
.
1
FO
I
L
-
F
A
C
E
D
,
PO
L
Y
I
S
O
C
Y
A
N
U
R
A
T
E
BO
A
R
D
I
N
S
U
L
A
T
I
O
N
DO
W
T
H
E
R
M
A
X
(
C
I
)
EX
T
E
R
I
O
R
I
N
S
U
L
A
T
I
O
N
PR
O
V
I
D
E
A
T
E
X
T
E
R
I
O
R
S
T
U
D
F
A
C
E
O
F
E
X
T
E
R
I
O
R
PE
R
I
M
E
T
E
R
W
A
L
L
S
A
S
S
H
O
W
N
O
N
D
R
A
W
I
N
G
S
CO
N
C
E
A
L
E
D
B
U
I
L
D
I
N
G
IN
S
U
L
A
T
I
O
N
14
.
8
3.
7
/
I
N
C
H
OP
E
N
-
C
E
L
L
S
P
R
A
Y
PO
L
Y
U
R
E
T
H
A
N
E
F
O
A
M
IC
Y
N
E
N
E
C
L
A
S
S
I
C
(
L
D
-
C
-
5
0
)
PR
O
V
I
D
E
A
T
P
E
R
I
M
E
T
E
R
W
A
L
L
S
T
U
D
S
A
S
S
H
O
W
N
O
N
DR
A
W
I
N
G
S
-
T
H
E
R
M
A
L
B
A
R
R
I
E
R
O
F
E
I
T
H
E
R
1
/
2
"
G
Y
P
.
B
D
.
OR
I
N
T
U
M
E
S
C
E
N
T
C
O
A
T
I
N
G
R
E
Q
U
I
R
E
D
;
S
E
E
SP
E
C
I
F
I
C
A
T
I
O
N
S
ME
T
A
L
S
T
U
D
S
&
G
Y
P
B
D
PA
R
T
I
T
I
O
N
S
N/
A
SO
U
N
D
A
T
T
E
N
U
A
T
I
O
N
BL
A
N
K
E
T
S
PR
O
V
I
D
E
P
E
R
R
O
O
M
F
I
N
I
S
H
S
C
H
E
D
U
L
E
CO
N
C
E
A
L
E
D
S
P
A
C
E
S
3.
7
/
I
N
C
H
OP
E
N
-
C
E
L
L
S
P
R
A
Y
PO
L
Y
U
R
E
T
H
A
N
E
F
O
A
M
IC
Y
N
E
N
E
C
L
A
S
S
I
C
(
L
D
-
C
-
5
0
)
RO
O
F
I
N
S
U
L
A
T
I
O
N
25
PO
L
Y
I
S
O
C
Y
A
N
U
R
A
T
E
BO
A
R
D
I
N
S
U
L
A
T
I
O
N
CL
O
S
E
-
C
E
L
L
F
O
A
M
C
O
R
E
FI
B
E
R
-
R
E
I
N
F
O
R
C
E
D
OR
G
A
N
I
C
F
E
L
T
F
A
C
E
R
S
CO
N
F
I
R
M
R
E
Q
U
I
R
E
D
I
N
S
U
L
A
T
I
O
N
T
H
I
C
K
N
E
S
S
T
O
O
B
T
A
I
N
DE
S
I
G
N
R
-
V
A
L
U
E
W
I
T
H
M
A
N
U
F
A
C
T
U
R
E
R
I
N
S
U
L
A
T
I
O
N
N
O
T
E
S
:
1
MI
N
I
M
U
M
'
R
'
V
A
L
U
E
B
A
S
E
D
O
N
(
L
T
T
R
)
L
O
N
G
T
E
R
M
T
H
E
R
M
A
L
R
E
S
I
S
T
A
N
C
E
V
A
L
U
E
P
E
R
A
S
T
M
C
1
2
8
9
.
IN
T
E
R
I
O
R
P
A
I
N
T
S
Y
S
T
E
M
S
C
H
E
D
U
L
E
PT
#
SY
S
T
E
M
SU
B
S
T
R
A
T
E
MP
I
S
Y
S
T
E
M
CO
A
T
RE
M
A
R
K
S
PT
-
1
AL
K
Y
D
ST
E
E
L
IN
T
3
.
1
D
A.
P
R
I
M
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
P
R
I
M
E
R
/
S
E
A
L
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
(
S
E
M
I
G
L
O
S
S
)
.
-
PT
-
2
AL
K
Y
D
ST
E
E
L
IN
T
5
.
1
E
A.
P
R
I
M
E
C
O
A
T
:
A
L
K
Y
D
R
U
S
T
-
I
N
H
I
B
I
T
I
V
E
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
(
F
L
A
T
)
.
SA
L
E
S
1
0
3
O
V
E
R
H
E
A
D
@
E
X
P
O
S
E
D
S
T
R
U
C
T
U
R
E
CA
U
L
K
A
L
L
P
I
N
H
O
L
E
S
P
R
I
O
R
T
O
P
R
I
M
E
A
N
D
PA
I
N
T
PT
-
3
AL
K
Y
D
ST
E
E
L
IN
T
5
.
1
E
A.
P
R
I
M
E
C
O
A
T
:
A
L
K
Y
D
A
N
T
I
C
O
R
R
O
S
I
V
E
M
E
T
A
L
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
(
S
E
M
I
G
L
O
S
S
)
.
VA
R
I
O
U
S
L
O
C
A
T
I
O
N
S
PT
-
4
AL
K
Y
D
GA
L
V
A
N
I
Z
E
D
ME
T
A
L
IN
T
5
.
3
C
A.
P
R
I
M
E
C
O
A
T
:
C
E
M
E
N
T
I
T
I
O
U
S
G
A
L
V
A
N
I
Z
E
D
-
M
E
T
A
L
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
(
F
L
A
T
)
.
SA
L
E
S
1
0
3
O
V
E
R
H
E
A
D
@
E
X
P
O
S
E
D
S
T
R
U
C
T
U
R
E
PT
-
5
AL
K
Y
D
GA
L
V
A
N
I
Z
E
D
ME
T
A
L
IN
T
5
.
3
C
A.
P
R
I
M
E
C
O
A
T
:
C
E
M
E
N
T
I
T
I
O
U
S
G
A
L
V
A
N
I
Z
E
D
-
M
E
T
A
L
P
R
I
M
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
S
E
M
I
G
L
O
S
S
)
.
VA
R
I
O
U
S
L
O
C
A
T
I
O
N
S
PT
-
6
LA
T
E
X
GY
P
S
U
M
BO
A
R
D
IN
T
9
.
2
A
A.
P
R
I
M
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
P
R
I
M
E
R
/
S
E
A
L
E
R
:
P
R
E
P
-
R
I
T
E
2
0
0
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
(
F
L
A
T
)
A
N
D
(
E
G
G
S
H
E
L
L
)
.
VA
R
I
O
U
S
L
O
C
A
T
I
O
N
S
PT
-
7
LA
T
E
X
GY
P
S
U
M
BO
A
R
D
IN
T
9
.
2
A
A.
P
R
I
M
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
P
R
I
M
E
R
/
S
E
A
L
E
R
:
SU
P
E
R
S
P
E
C
2
5
3
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
(
F
L
A
T
)
A
N
D
(
S
E
M
I
G
L
O
S
S
)
.
VA
R
I
O
U
S
L
O
C
A
T
I
O
N
S
PT
-
8
LA
T
E
X
IN
S
U
L
A
T
I
O
N
CO
V
E
R
I
N
G
IN
T
1
0
.
1
A
A.
P
R
I
M
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
P
R
I
M
E
R
/
S
E
A
L
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
(
F
L
A
T
)
.
IN
C
L
U
D
I
N
G
P
I
P
E
A
N
D
D
U
C
T
C
A
P
S
PT
-
9
AL
K
Y
D
O
V
E
R
LA
T
E
X
IN
S
U
L
A
T
I
O
N
CO
V
E
R
I
N
G
IN
T
1
0
.
1
B
A.
P
R
I
M
E
C
O
A
T
:
I
N
T
E
R
I
O
R
L
A
T
E
X
P
R
I
M
E
R
/
S
E
A
L
E
R
.
B.
I
N
T
E
R
M
E
D
I
A
T
E
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
M
A
T
C
H
I
N
G
T
O
P
C
O
A
T
.
C.
T
O
P
C
O
A
T
:
I
N
T
E
R
I
O
R
A
L
K
Y
D
(
F
L
A
T
)
.
VA
R
I
O
U
S
L
O
C
A
T
I
O
N
S
PT
-
1
0
AC
R
Y
L
I
C
O
V
E
R
AC
R
Y
L
I
C
CO
N
C
R
E
T
E
SE
E
S
P
E
C
A.
R
E
M
O
V
E
A
N
Y
C
O
N
C
R
E
T
E
S
E
A
L
E
R
A
N
D
E
F
F
L
O
R
E
S
C
E
N
C
E
/
D
U
S
T
/
GR
E
A
S
E
.
B.
P
R
I
M
E
C
O
A
T
:
1
C
O
A
T
S
E
T
F
A
S
T
A
C
R
Y
L
I
C
L
A
T
E
X
(
1
5
M
I
L
.
W
E
T
)
C.
T
O
P
C
O
A
T
:
2
C
O
A
T
S
S
H
I
E
L
D
-
C
R
E
T
E
C
L
E
A
R
G
L
A
Z
E
W
I
T
H
N
O
N
-
S
K
I
D
AD
D
I
T
I
V
E
I
N
F
I
N
A
L
C
O
A
T
.
CG
-
A
S
C
H
E
D
U
L
E
(
U
.
N
.
O
.
)
:
TY
P
E
SI
Z
E
RE
M
A
R
K
S
IN
S
I
D
E
C
O
R
N
E
R
S
1"
x
1
"
x
1
/
1
6
"
x
8
0
"
L
E
N
G
T
H
S
IN
S
T
A
L
L
A
T
L
P
B
O
N
L
Y
OU
T
S
I
D
E
C
O
R
N
E
R
S
2"
x
2
"
x
1
/
1
6
"
x
8
0
"
L
E
N
G
T
H
S
IN
S
T
A
L
L
A
T
L
P
B
O
N
L
Y
J
C
H
A
N
N
E
L
3/
4
"
x
9
6
"
L
E
N
G
T
H
S
J
C
H
A
N
N
E
L
T
O
B
E
I
N
S
T
A
L
L
E
D
A
T
A
L
L
L
P
B
E
D
G
E
S
.
O
R
I
E
N
T
S
O
TH
A
T
T
H
E
L
O
N
G
L
E
G
I
S
O
N
T
H
E
B
A
C
K
S
I
D
E
O
F
L
P
B
A
N
D
SH
O
R
T
L
E
G
I
S
L
E
F
T
E
X
P
O
S
E
D
AN
G
L
E
1/
2
"
x
1
/
2
"
x
9
6
"
L
E
N
G
T
H
S
AN
G
L
E
T
O
B
E
I
N
S
T
A
L
L
E
D
A
B
O
V
E
C
O
O
L
E
R
A
N
D
F
R
E
E
Z
E
R
DO
O
R
S
GYP BD NOTES:1AT INTERIOR PARTITIONS, RUN WALL FRAMING AND GYP BD TO BOT
T
O
M
O
F
R
O
O
F
D
E
C
K
.
2AT EXTERIOR WALLS RUN GYP BD TO B.O. DECK3SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GYP BD SYSTEMS. SEE
FI
N
I
S
H
M
A
T
E
R
I
A
L
SCHEDULE AND PAINT COLOR SCHEDULE ON THIS PAGE FOR MORE
I
N
F
O
R
M
A
T
I
O
N
.
GYP BD KEYNOTES:AMR (MOISTURE RESISTANT) GYP BD TO EXTEND TO DECK, ALL PARTITI
O
N
S
S
U
R
R
O
U
N
D
I
N
G
COOLER AND FREEZER.BMR (MOISTURE RESISTANT) GYP BD TO EXTEND TO CEILING ALL WAL
L
S
.
CUSE MOLD RESISTANT (PAPERLESS) GYP BD. ON BOTH SIDES OF WAL
L
A
D
J
A
C
E
N
T
T
O
F
R
E
E
Z
E
R
.
APPLY VAPOR BARRIER BETWEEN GYP BD AND STUDS ON FREEZER S
I
D
E
O
F
W
A
L
L
.
Dr
a
w
i
n
g
N
o
.
Sc
a
l
e
:
Pr
o
j
e
c
t
N
o
.
Ty
p
e
:
Da
t
e
:
A
Is
s
u
e
d
:
Pr
o
j
e
c
t
N
a
m
e
&
L
o
c
a
t
i
o
n
:
Dr
a
w
i
n
g
N
a
m
e
:
BCD1234
Da
t
e
:
Re
v
i
s
i
o
n
s
:
5 45
Cl
i
e
n
t
R
e
v
i
e
w
S
e
t
05
/
2
0
/
1
6
Pe
r
m
i
t
S
e
t
06
/
1
0
/
1
6
In
c
.
DO
N
O
T
S
C
A
L
E
P
L
A
N
S
Co
p
y
i
n
g
,
P
r
i
n
t
i
n
g
,
S
o
f
t
w
a
r
e
a
n
d
o
t
h
e
r
p
r
o
c
e
s
s
e
s
r
e
q
u
i
r
e
d
t
o
pr
o
d
u
c
e
t
h
e
s
e
p
r
i
n
t
s
c
a
n
s
t
r
e
t
c
h
o
r
s
h
r
i
n
k
t
h
e
a
c
t
u
a
l
p
a
p
e
r
o
r
la
y
o
u
t
.
T
h
e
r
e
f
o
r
e
,
s
c
a
l
i
n
g
o
f
t
h
i
s
d
r
a
w
i
n
g
m
a
y
b
e
i
n
a
c
c
u
r
a
t
e
.
Co
n
t
a
c
t
m
s
c
o
n
s
u
l
t
a
n
t
s
w
i
t
h
a
n
y
n
e
e
d
f
o
r
a
d
d
i
t
i
o
n
a
l
d
i
m
e
n
s
i
o
n
s
or
c
l
a
r
i
f
i
c
a
t
i
o
n
s
.
678
File Name: N:\62\40320\62 - WILMINGTON, NC #53\DOCS\CAD\VERSION 7.0 PROTOTYPE - A601-A603.DWG Author: LEPHART, NATHAN Plot Date: 6/10/2016
NA
L
/
E
M
E
CJ
B
Pr
o
t
o
t
y
p
e
R
l
s
.
40
3
2
0
-
6
2
AL
D
I
I
n
c
.
St
o
r
e
N
o
.
5
3
79
1
0
M
a
r
k
e
t
S
t
r
e
e
t
Wi
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
6
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
3/
2
4
/
1
6
LH
S
D
-
V
7
As
N
o
t
e
d
Se
a
l
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
ms
c
o
n
s
u
l
t
a
n
t
s
,
i
n
c
.
en
g
i
n
e
e
r
s
,
a
r
c
h
i
t
e
c
t
s
,
p
l
a
n
n
e
r
s
22
2
1
S
c
h
r
o
c
k
R
o
a
d
Co
l
u
m
b
u
s
,
O
h
i
o
4
3
2
2
9
-
1
5
4
7
ph
o
n
e
6
1
4
.
8
9
8
.
7
1
0
0
fa
x
6
1
4
.
8
9
8
.
7
5
7
0
PR
O
F
E
S
S
I
O
N
A
L
O
F
R
E
C
O
R
D
:
ER
I
C
E
L
I
Z
O
N
D
O
N
o
.
1
0
0
3
2
EX
P
.
D
A
T
E
:
0
6
/
3
0
/
2
0
1
6
RALEIGH
,
N
.
C.
Fi
n
i
s
h
S
c
h
e
d
u
l
e
s
&
N
o
t
e
s
A-
6
0
3