HomeMy WebLinkAbout24 E Duarte Rd - 2025 - Boba DelightDRAWING INDEX PROJECT DATA
PROJECT TEAM
LEGEND
ABBREVIATIONS
SCOPE OF WORK
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
PROJECT NOTES:
E DUARTE ROAD
S
S
A
N
T
A
A
N
I
T
A
A
V
E
N
U
E
S
1
S
T
A
V
E
N
U
E
CHRISTINA STREET
ALLEY
NO ABRUPT CHANGES IN ELEVATION
ALONG THE PATH OF TRAVEL SHOWN.
THE SLOPE AND CROSS-SLOPE ALONG
THE PATH OF TRAVEL SHALL NOT
EXCEED 5% AND 2% RESPECTIVELY.
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
VICINITY MAP SQUARE FOOTAGES:
8
'
-
0
"
1
1
'
-
4
"
1
1
'
-
1
0
"
2
'
-
0
"
7'-6"
17'-2"
3
'
-
0
"
1
5
'
-
0
"
5
'
-
0
"
2
'
-
4
"
2'-8"
3'-11" 2'-3"
1'-10"
3'-0" 3'-2"
7
'
-
7
"
5'-0"
8'-0"
4'-7"
17'-2"
7'-11"
5
9
'
-
3
"
2'-9"
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
ADDITIONAL NOTESCPC TABLE 422.1 PLUMBING FIXTURES
CALCULATION
FINAL INSPECTION AND APPROVAL ARE REQUIRED
PRIOR TO THE START OF OPERATION. THE DEPARTMENT
REQUIRES AT LEAST THREE WORKING DAYS NOTICE
PRIOR TO THE DATE OF THE FINAL INSPECTION.
BEFORE STARTING CONSTRUCTION,
A BUILDING PERMIT MUST BE OBTAINED FROM
YOUR BUILDING AND SAFETY DEPARTMENT
ANY CHANGES TO APPROVED PLAN MUST BE BROUGHT
TO YOUR PLAN CHECKERS ATTENTION
WARNING!!
IT IS MISDEMEANOR VIOLATION TO BEGIN OPERATION
WITHOUT A FINAL INSPECTION AND A VALID HEALTH
PERMIT/LICENSE. YOUR HEALTH PERMIT/LICENSE WILL
BE ISSUED BY LA COUNTY HEALTH OFFICER AT THE JOB SITE.
REMODELED AREAS OF EXISTING FOOD ESTABLISHMENT/FACILITY MUST
ALSO HAVE A FINAL INSPECTION.
COUNTY OF LOS ANGELES - DEPARTMENT OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH - PLAN CHECK PROGRAM THE PROPOSED
CONSTRUCTION/EQUIPMENT INSTALLATION IS
APPROVED: SR0411327
TYPE OF ESTABLISHMENT/SERVICE REQUEST#
THE APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW,
ORDINANCE OR REGULATION.
APPROVED: 08.07.25 BY: VICKI NGO
DATE PLAN CHECK INSPECTOR
(SEE PLAN APPROVAL SHEET, ATTACHED)
LOS ANGELES COUNTY
DEPARTMENT OF PUBLIC HEALTH
PLAN CHECK PROGRAM
5050 COMMERCE DR
BALDWIN PARK, CA 91706
(626)430-5560
3
'
-
6
"
40
"
M
A
X
11" MIN
2
'
-
1
0
"
29
"
M
I
N
.
27
"
M
I
N
.
4
'
-
0
"
9"
M
I
N
6" MIN
8" MIN
3'-6"
2'-0"
19
"
M
I
N
.
7"-9"
54" MIN.
12" MAX.
33
"
M
I
N
36
"
M
A
X
AF
F
T
O
T
O
P
48
"
M
A
X
.
7'-6"
6
'
-
6
"
40
"
M
A
X
15
"
M
I
N
.
7'-6"
3'-0"
17
"
-
1
9
"
17"-18"
MIN. 24"MIN. 12"MAX. 6"
8
'
-
0
"
7'-6"
17
"
-
1
8
"
1
'
-
6
"
60" MIN.
2
'
-
6
"
4'-0"
5
'
-
0
"
34
"
C
L
E
A
R
MI
N
,
T
Y
P
8" MAX.
10
"
M
I
N
.
MI
N
.
4
8
"
A
F
F
MA
X
.
6
0
"
A
F
F
8" MAX.
34
"
M
I
N
.
-
4
4
"
M
A
X
10
"
M
I
N
.
MI
N
.
4
8
"
A
F
F
MA
X
.
6
0
"
A
F
F
60
"
3"
34
"
34
"
15"
18
"
6
"
6
"
15"
18
"
6
"
3/
8
"
-
1
/
2
"
3'-0"
3
'
-
0
"
9
'
-
0
"
2
'
-
9
"
9
'
-
0
"
1
3
'
-
0
"
1
6
'
-
0
"
1
0
'
-
0
"
1
6
'
-
0
"
1
3
'
-
0
"
2'-
4
"
M
I
N
-
2
'
-
1
0
"
M
A
X
3'-0"
34
"
M
A
X
.
29
"
M
I
N
.
27
"
M
I
N
.
9"
M
I
N
.
8" MIN.6" MAX
17"
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DOOR/WINDOW SCHEDULE
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EQUIPMENT / HARDWARE SCHEDULE
FINISH SCHEDULE
LIGHTING FIXTURE SCHEDULE
LEGEND
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DRAWING INDEX
CONTRACTOR SHALL VERIFY
AVAILABILITY OF ALL UTILITIES
PRIOR TO INITIATION OF
CONSTRUCTION
SCOPE OF WORK
LEGEND
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
LIGHTING FIXTURE SCHEDULE
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
P:\2318 Boba Delight 24 East Duarte Rd Arcadia CA 91006\Electrical\Voltage Drop Calculations\2318 - Voltage Drop Calculations - Panel R.tiff
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DRAWING INDEX
SCOPE OF WORK
LEGENDEXHAUST FAN / AIR CURTAIN
DIFFUSERS, REGISTERS & GRILLES
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
ROOFTOP PACKAGED HEAT PUMP UNIT (EXISTING)
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
¶
CONTRACTOR SHALL VERIFY
AVAILABILITY OF ALL
UTILITIES PRIOR TO INITIATION
OF CONSTRUCTION
LEGENDUTILITY SCHEDULE
SHEET INDEX
UTILITY CONTACT INFORMATION
FIXTURE SCHEDULE
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
SCOPE OF WORK
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
CPC TABLE 422.1
PLUMBING FIXTURES
CALCULATION
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DRAWING INDEX PROJECT DATA
PROJECT TEAM
LEGEND
ABBREVIATIONS
SCOPE OF WORK
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
PROJECT NOTES:
E DUARTE ROAD
S
S
A
N
T
A
A
N
I
T
A
A
V
E
N
U
E
S
1
S
T
A
V
E
N
U
E
CHRISTINA STREET
ALLEY
NO ABRUPT CHANGES IN ELEVATION
ALONG THE PATH OF TRAVEL SHOWN.
THE SLOPE AND CROSS-SLOPE ALONG
THE PATH OF TRAVEL SHALL NOT
EXCEED 5% AND 2% RESPECTIVELY.
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
VICINITY MAP SQUARE FOOTAGES:
8
'
-
0
"
1
1
'
-
4
"
1
1
'
-
1
0
"
2
'
-
0
"
7'-6"
17'-2"
3
'
-
0
"
1
5
'
-
0
"
5
'
-
0
"
2
'
-
4
"
2'-8"
3'-11" 2'-3"
1'-10"
3'-0" 3'-2"
7
'
-
7
"
5'-0"
8'-0"
4'-7"
17'-2"
7'-11"
5
9
'
-
3
"
2'-9"
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
ADDITIONAL NOTESCPC TABLE 422.1 PLUMBING FIXTURES
CALCULATION
FINAL INSPECTION AND APPROVAL ARE REQUIRED
PRIOR TO THE START OF OPERATION. THE DEPARTMENT
REQUIRES AT LEAST THREE WORKING DAYS NOTICE
PRIOR TO THE DATE OF THE FINAL INSPECTION.
BEFORE STARTING CONSTRUCTION,
A BUILDING PERMIT MUST BE OBTAINED FROM
YOUR BUILDING AND SAFETY DEPARTMENT
ANY CHANGES TO APPROVED PLAN MUST BE BROUGHT
TO YOUR PLAN CHECKERS ATTENTION
WARNING!!
IT IS MISDEMEANOR VIOLATION TO BEGIN OPERATION
WITHOUT A FINAL INSPECTION AND A VALID HEALTH
PERMIT/LICENSE. YOUR HEALTH PERMIT/LICENSE WILL
BE ISSUED BY LA COUNTY HEALTH OFFICER AT THE JOB SITE.
REMODELED AREAS OF EXISTING FOOD ESTABLISHMENT/FACILITY MUST
ALSO HAVE A FINAL INSPECTION.
COUNTY OF LOS ANGELES - DEPARTMENT OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH - PLAN CHECK PROGRAM THE PROPOSED
CONSTRUCTION/EQUIPMENT INSTALLATION IS
APPROVED: SR0411327
TYPE OF ESTABLISHMENT/SERVICE REQUEST#
THE APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW,
ORDINANCE OR REGULATION.
APPROVED: 08.07.25 BY: VICKI NGO
DATE PLAN CHECK INSPECTOR
(SEE PLAN APPROVAL SHEET, ATTACHED)
LOS ANGELES COUNTY
DEPARTMENT OF PUBLIC HEALTH
PLAN CHECK PROGRAM
5050 COMMERCE DR
BALDWIN PARK, CA 91706
(626)430-5560
3
'
-
6
"
40
"
M
A
X
11" MIN
2
'
-
1
0
"
29
"
M
I
N
.
27
"
M
I
N
.
4
'
-
0
"
9"
M
I
N
6" MIN
8" MIN
3'-6"
2'-0"
19
"
M
I
N
.
7"-9"
54" MIN.
12" MAX.
33
"
M
I
N
36
"
M
A
X
AF
F
T
O
T
O
P
48
"
M
A
X
.
7'-6"
6
'
-
6
"
40
"
M
A
X
15
"
M
I
N
.
7'-6"
3'-0"
17
"
-
1
9
"
17"-18"
MIN. 24"MIN. 12"MAX. 6"
8
'
-
0
"
7'-6"
17
"
-
1
8
"
1
'
-
6
"
60" MIN.
2
'
-
6
"
4'-0"
5
'
-
0
"
34
"
C
L
E
A
R
MI
N
,
T
Y
P
8" MAX.
10
"
M
I
N
.
MI
N
.
4
8
"
A
F
F
MA
X
.
6
0
"
A
F
F
8" MAX.
34
"
M
I
N
.
-
4
4
"
M
A
X
10
"
M
I
N
.
MI
N
.
4
8
"
A
F
F
MA
X
.
6
0
"
A
F
F
60
"
3"
34
"
34
"
15"
18
"
6
"
6
"
15"
18
"
6
"
3/
8
"
-
1
/
2
"
3'-0"
3
'
-
0
"
9
'
-
0
"
2
'
-
9
"
9
'
-
0
"
1
3
'
-
0
"
1
6
'
-
0
"
1
0
'
-
0
"
1
6
'
-
0
"
1
3
'
-
0
"
2'-
4
"
M
I
N
-
2
'
-
1
0
"
M
A
X
3'-0"
34
"
M
A
X
.
29
"
M
I
N
.
27
"
M
I
N
.
9"
M
I
N
.
8" MIN.6" MAX
17"
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DOOR/WINDOW SCHEDULE
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EQUIPMENT / HARDWARE SCHEDULE
FINISH SCHEDULE
LIGHTING FIXTURE SCHEDULE
LEGEND
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DRAWING INDEX
CONTRACTOR SHALL VERIFY
AVAILABILITY OF ALL UTILITIES
PRIOR TO INITIATION OF
CONSTRUCTION
SCOPE OF WORK
LEGEND
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
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P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
LIGHTING FIXTURE SCHEDULE
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
P:\2318 Boba Delight 24 East Duarte Rd Arcadia CA 91006\Electrical\Voltage Drop Calculations\2318 - Voltage Drop Calculations - Panel R.tiff
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
DRAWING INDEX
SCOPE OF WORK
LEGENDEXHAUST FAN / AIR CURTAIN
DIFFUSERS, REGISTERS & GRILLES
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
ROOFTOP PACKAGED HEAT PUMP UNIT (EXISTING)
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
¶
CONTRACTOR SHALL VERIFY
AVAILABILITY OF ALL
UTILITIES PRIOR TO INITIATION
OF CONSTRUCTION
LEGENDUTILITY SCHEDULE
SHEET INDEX
UTILITY CONTACT INFORMATION
FIXTURE SCHEDULE
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
SCOPE OF WORK
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
CPC TABLE 422.1
PLUMBING FIXTURES
CALCULATION
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9
EN
G
I
N
E
E
R
I
N
G
-
D
E
S
I
G
N
-
A
N
A
L
Y
S
I
S
IN
C
O
R
P
O
R
A
T
E
D
10
0
6
1
T
A
L
B
E
R
T
A
V
E
N
U
E
S
U
I
T
E
3
0
0
FO
U
N
T
A
I
N
V
A
L
L
E
Y
,
C
A
9
2
7
0
8
71
4
-
9
1
3
-
8
3
9
3
(
P
)
86
6
-
4
2
5
-
4
3
3
6
(
F
)
ED
A
I
N
C
O
R
P
O
R
A
T
E
D
@
A
O
L
.
C
O
M
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
:
BO
B
A
D
E
L
I
G
H
T
BO
B
A
D
E
L
I
G
H
T
24
E
A
S
T
D
U
A
R
T
E
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
6
P:
(
6
2
6
)
-
2
6
7
-
6
8
9
9