[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - C105 SITE DETAILS - 1-16-2026 - PENDING]
ODOT ITEM 304
6" AGGREGATE BASE
ODOT ITEM 204
SUBGRADE COMPACTION
ODOT ITEM 448 SURFACE COURSE
1 12" THICK
ODOT ITEM 448
BINDER COURSE
2 12" THICK
ODOT TYPE 6 CONCRETE CURB
REFERENCE ONLY NOT TO SCALE
3" RAD.
JOINT SEALER
PAVEMENT
SURFACE
1/4" RAD.
6"
5"
18"
6"
1/2"
6"
12"
1"
PAVEMENT
PREFORMED JOINT MATERIAL,
ITEM 705.03
CONCRETE SIDEWALK
PROPOSED SIDEWALK
WIDTH 5'-0"
4"
2" - AGGREGATE BASE
4" - 3000# CONC.
2"
SLOPE 1/4" PER FT. TYP.
BROOM
FINISH
AREA
5'-0"
5'-0"
5'-0"
4'-0" OR PER PLAN
(OR MEET EXISTING)
SUBGRADE
REFERENCE ONLY NOT TO SCALE
NOTE:
CRACK CONTROL SHALL BE AT FIFTEEN FOOT (15') INTERVALS AND SCORE MARKS SHALL BE
AT FIVE FOOT (5') INTERVALS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH O.D.O.T. ITEM
608. PRIOR TO THE START OF SIDEWALK CONSTRUCTION THE SUBGRADE MUST BE INSPECTED
AND APPROVED BY THE OWNERS REPRESENTATIVE. ANY SETTLEMENT OR DEFICIENT AREAS
IDENTIFIED BY THE OWNERS REPRESENTATIVE SHALL BE REPAIRED BY A A METHOD
ACCEPTABLE TO THE OWNER. THE REPAIRED AREAS WILL BE SUBJECT TO COMPACTION
TESTING AND APPROVAL BY THE OWNER PRIOR TO THE START OF SIDEWALK CONSTRUCTION.
CONCRETE SIDEWALK FINISH AND JOINTS
REFERENCE ONLY NOT TO SCALE
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
LaCENTRE
BUILDING ADDITION
25689 DETROIT ROAD, WESTLAKE, OHIO
Project No. 2024-308
06-03-2025
07-24-2025
09-19-2025
10-02-2025
10-20-2025
OWNER:
TWO WESTLAKE LLC
853 N. ELSTON AVE.
CHICAGO, IL
60642
405 THE BRADLEY BUILDING
1220 WEST SIXTH STREET
CLEVELAND, OHIO 44113
C105
SITE
DETAILS
C:\Users\Matthew Weber\Desktop\Working Folder\2024\2024-308 LaCentre\2024-308 Dwg\2024-308 Site01D 10-20-2025\2024-308 Site01D.dwg 10/20/2025 12:30:05 PM
PROP. REGULAR DUTY ASPHALT PAVEMENT
REFERENCE ONLY NOT TO SCALE
(CONTRACTOR SHALL VERIFY WITH CURRENT GEOTECHNICAL REPORT)
INTEGRAL CONCRETE CURB & WALK DETAIL
4"
8"
6" REVEALED CURB
FROM FINISHED
PAVEMENT SURFACE
1" TOOLED RADIUS
ODOT ITEM 608
4" THICK CONCRETE WALK
FINISHED PER THE
CONCRETE SIDEWALK
FINISH DETAIL
CURB SHALL EXTEND
6" TO 8" BELOW THE
FINISHED PAVEMENT
SURFACE BUT NOT
BELOW THE PAVEMENT
AGGREGATE BASE
REFERENCE ONLY NOT TO SCALE
SUBGRADE COMPACTION
4" AGGREGATE BASE
---
[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - E201 FRIST FLOOR LIGHTING PLAN - ENTRY - 1-16-2026 - PENDING]
TRASH
TRASH
PP
OS
PP
OS
TS
TS
OS
OS
DP
D
8
D
OS
DP
D
OS
DP
TS
D
W
2
2
D
WP
WP
8
TS
F5/4B-8
F5/4B-8
F5/4B-7
F5E/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
F5E/4B-7
F5/4B-7
F5/4B-7
F5E/4B-7
F5/4B-7
F5E/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
F5E/4B-7
F5/4B-7
F5/4B-7
F5E/4B-7
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
F5/4B-8
r1
r1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
r1
F3/4B-1
F3/4B-1
F3/2A-34
F3/2A-34
F2/4B-1
F2E/4B-9
F2/4B-9
F2/2A-34
F3/2A-34
F3/2A-34
F3/2A-34
F3/4B-9
F3E/4B-9
F3/2A-34
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
A3/2B-4
A3/2B-3
F4/2A-34
F4/4B-9
F4/4B-9
F4/2A-34
F4/2A-34
F4E/4B-9
F4/4B-9
F4/4B-4
F3/4B-10
F4/4B-10
F3/4B-10
F3/4B-10
F4/2A-34
F3/4B-4
F1E/4B-1
F2/4B-1
F2/4B-1F2/4B-1
F2E/4B-1
F1E/4B-1
F1/4B-1
F2/4B-1
F1E/4B-1
F2/4B-1
F2/4B-1
F2/4B-4
F2/4B-4
F2/4B-4
q1
A4/2B-1
C1/4B-6
t1
q2
q2
X1/4B-4
X1/4B-4
F1/4B-1
F1E/4B-1
F5/2A-34
F3E/2A-34
F2/4B-9
F2/4B-9
F2/4B-9
F2/4B-9
F2/4B-9
F2/4B-9
F2/4B-9
F2/2A-34
F2/2A-34
F2/2A-34
F2/2A-34
F2/2A-34
F2/2A-34
F2/4B-9
F2/4B-9
F2/4B-9
F2E/4B-9
F2/4B-9
F2/4B-9
F2/4B-9
F5/2A-34
F3E/2A-34 F3/2A-34 F3/2A-34 F3/2A-34 F3/2A-34
F1E/4B-1
F1/4B-1
F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10 F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10 F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10 F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10 F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10 F2/4B-10
F2/4B-10
F2/4B-10
F2/4B-10 F2/4B-10
F2/4B-10 F2E/4B-10
F2/4B-10
F2/4B-10
F3/4B-1
F3/4B-1
F1/4B-1
F1/4B-1
F3/2A-34
F3/2A-34
F3/2A-34
F3/4B-9
F3/4B-9
F3/4B-9
F3/4B-9
F3/4B-9
F3/4B-9
F3/4B-9
F3/4B-9
F3/4B-10
F3/4B-10
F3/4B-10
F3E/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-10
F3/4B-9
F2/4B-9
F2E/4B-9
F3/4B-9
F3/4B-9
F1/4B-9
F1/4B-9
F3/4B-9
F5E/4B-1
F5E/4B-1
NL
NL
C2/4B-2
s2
v2
u2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
v2
NL
NL
X1/4B-1
X1/4B-1
NL
NL
w2
w2
w2
g2
u2
b2
b2
b2
a
a
a
a
a
q1-u3
a
v2
v2
v2
v2
u2
u2
r2
u2
u2
r2
r2
r2
r2
r2
r2
r2
q2
q2
C1/4B-3
t2
C2/4B-2
s2
u2
b
u2
u2
u2
u2
u2
u2
u2
u2
b
b
b
b
b
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
b2
b2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
r2
u2
u2
u2
u2
u2
u2
u2
C2/4B-2
s2
c
c
c
c
c
F3/2A-34 F3/2A-34
F3/2A-34 F3/2A-34
u2
u2
u2
u2
v2
v2
v2
v2
v2
v2
v2
c
c
r2
r2
r2
r2
r2
r2
r2
r2
u2
u2
u2
u2
u2
u2
u2
u2
u2
u2
u2
u2
q2
A3/2B-9
A2/2B-5,6
A2/2B-7,8
X2/4B-1
t1,t2
w2
F2/4B-4
q2-x2
C2/4B-1
V1/4B-1
C2/4B-1
W1/2B-2
W2E/2B-2
W1/2B-2
W1/2B-2
W1/2B-2
W1/2B-2
W1/2B-2
W2E/2B-2
C2/4B-29
x1
F2/4B-29
F2/4B-29
F2E/4B-29
F2E/4B-29
L1/2B-19
FACADE GRAZER, COORDINATE EXACT
MOUNTING LOCATION WITH ARCHITECT PRIOR
TO ROUGH-IN AND PROVIDE ACCORDINGLY.
2
E201
B1/2A-34
t3
t3
B1/2A-34
F2/4B-29
F2/4B-29
F2E/4B-29
F1E/4B-1
q1-u3
z1
z1
z1
z1
z1
z1
z1
z1
x1
x1
x1
x1
z1
F2E/4B-29
X1/4B-4
t1,t2
L1/2B-19
z1
B1/2A-34
v2
B1/2A-34
v2
B1/2A-34
v2
v2
B1/2A-34
q2-v2
MOTORIZED SHADES CONTROL SWITCH. ALL
SHADES TO BE CONTROLLED AS SINGLE GROUP.
SWITCH FURNISHED WITH MOTORIZED SHADES
WITH CABLING INSTALLED BY EC.
q1-t1
L1/2B-19
z1
L1/2B-19
z1
L1/2B-19
z1
L1/2B-19
z1
F5/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
s1
s1
s1
s1
s1
s1
F5/4B-7
F5/4B-7
F5/4B-7
s1
s1
s1
F5/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
F5/4B-7
s1
s1
s1
s1
s1
s1
F5/4B-7
F5/4B-7
F5/4B-7
s1
s1
s1
L2/2B-19
L2 FIXTURE. REFER TO
FIXTURE SCHEDULE FOR
ADDITIONAL INFORMATION
L2/2B-19
L2/2B-19
y1
y1
y1
ROGER
T.
MCMANUS
82327
E
E
E
S
R
P
O
F
S
A
N
O
I
L
E
I
R
G
N
N
R
D
E
G
R
T
E
E
S
I
O
E
S
T
A
T
F
I
O
H
O
PERMIT & CONSTRUCTION
DOCUMENTS
2024-59
405 BRADLEY BUILDING 1220 WEST SIXTH STREET CLEVELAND, OHIO 44113 PHONE : (216) 241-6800 WWW.PAYTOARCHITECTS.COM
C
Copyright
Payto Architects Inc.
2025
LaCENTRE
PA PROJECT NO.
ISSUE DATE:
BUILDING ADDITIONS & RENOVATIONS
CURRENT DATE
25777 DETROIT ROAD
ROGER T. MCMANUS, LICENSE #82327
EXPIRATION DATE 12/31/2025
WESTLAKE, OH 44145
E201
ENLARGED FIRST
FLOOR LIGHTING PLAN
- ENTRY
10.03.25
10.03.25
1/8" = 1'-0"
E201
1
ENLARGED FIRST FLOOR LIGHTING PLAN - ENTRY
1/8" = 1'-0"
E201
2
NORTH EXTERIOR SECTION
MATCHLINE E203
MATCHLINE E202
MATCHLINE E202
MATCHLINE E203
2
ADDENDUM #2
10.31.25
2
---
[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - E202 FIRST FLOOR LIGHTING PLAN - BALLROOM - 1-16-2026 - PENDING]
UP
8
8
8
8
8
8
TS
TS
TS
W
D
2
2
2
2
DP
OS
OS
PP
OS
TS
D
D
TS
2
2
2
2
OS
OS
WP
WP
WP
WP
a1-d5,
e1-e2
a1-d5, e1-e2
a1-d5,e1-e2
a1-d5, e1-e2
a1-d5,
e1-e2
a1-d5, e1-e2
d3
d1
d1
d2
d2
d4
d1
B1/2A-36
B1/2A-13
B1/2A-13
B1/2A-32
B1/2A-32
B1/2A-33
B1/2A-13
C1/4B-16
c1
C1/4B-23
c5
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/2A-13
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4E/4B-17
F4E/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-17
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4E/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4E/4B-24
F4/4B-24
F4E/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4E/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
a5
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
d1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
b1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
A5/2A-9,10
C1/4B-19
c3
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4E/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/2A-36
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4E/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4E/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
F4/4B-20
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
d3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
b3
C1/4B-25
c2
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4E/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/2A-32
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4E/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-26
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4/4B-18
F4E/4B-18
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4E/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
F4/4B-21
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
d2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
b2
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e1
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
e2
C1/4B-27
c4
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4E/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4E/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/2A-33
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4E/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
F4/4B-28
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
d4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
b4
F4/4B-21
e2
e2
F4/4B-21
e2
e2
F4/4B-21
e2
e2
F4/4B-21
e2
e2
F4/4B-21
e2
F4/4B-21
e2
F4/4B-21
e2
F4/4B-21
e2
C1/4B-23
c5
F4E/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4E/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-22
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4E/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4E/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
F4/4B-24
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
a5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
d5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
b5
A5/2A-11,12
a4
A1/2A-7,8
a2
A1/2A-1,2
a3
A1/2A-5,6
a1
A1/2A-3,4
d2
B1/2A-32
2A
4A
T-2A
4B
LCP-1
S1/4B-30
S1/4B-30
S1E/4B-30
S1/4B-30
S1/4B-30
S1/4B-30
S1E/4B-30
S1/4B-30
S1/4B-30
S1/4B-30
S1/4B-30
S1E/4B-30
S1/4B-30
S1/4B-30
S1/4B-30
S1/4B-30
S1E/4B-30
S1/4B-30
F1/4B-30 F1/4B-30 F1/4B-30
F1/4B-30 F1/4B-30 F1/4B-30
X1/4B-30
X3/4B-30
X1/4B-30
X1/4B-30
X1/4B-30
X1/4B-30
X1/4B-30
X1/
X1/4B-30
X1/4B-30
X1/
T-2CS
c1-c5
MASTER CONTROL
STATION
W2E/4B-30
FIXTURE CONTROLLED BY
INTEGRAL PHOTOCELL
FIXTURE CONTROLLED BY
INTEGRAL PHOTOCELL
W2E/4B-30
W2E/4B-30
S1/4B-30
S1E/4B-30
S1E/4B-30
X3/4B-30
h1
i1
f1
g1
a1-d5
a1-d5
a1-d5
2CS
d5
B2/4B-22
d5
B2/4B-22
COORDINATE B2 FIXTURE HEIGHT
AND LOCATION WITH ARCHITECT
PRIOR TO ROUGH-IN. TYPICAL
B2/4B-22
d5
B2/4B-22
d5
B2/4B-22
d5
d5
B2/4B-22
2B
2C
ROGER
T.
MCMANUS
82327
E
E
E
S
R
P
O
F
S
A
N
O
I
L
E
I
R
G
N
N
R
D
E
G
R
T
E
E
S
I
O
E
S
T
A
T
F
I
O
H
O
PERMIT & CONSTRUCTION
DOCUMENTS
2024-59
405 BRADLEY BUILDING 1220 WEST SIXTH STREET CLEVELAND, OHIO 44113 PHONE : (216) 241-6800 WWW.PAYTOARCHITECTS.COM
C
Copyright
Payto Architects Inc.
2025
LaCENTRE
PA PROJECT NO.
ISSUE DATE:
BUILDING ADDITIONS & RENOVATIONS
CURRENT DATE
25777 DETROIT ROAD
ROGER T. MCMANUS, LICENSE #82327
EXPIRATION DATE 12/31/2025
WESTLAKE, OH 44145
E202
ENLARGED FIRST
FLOOR LIGHTING PLAN
- BALLROOM
10.03.25
10.03.25
1/8" = 1'-0"
E202
1
ENLARGED FIRST FLOOR LIGHTING PLAN - BALLROOM
MATCHLINE E201
MATCHLINE E201
MATCHLINE E203
MATCHLINE E203
---
[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - LIGHTING SPECIFICATIONS - 1-16-2026 - PENDING]
Outdoor | Surface facade luminaires | MATRIX
MATRIX 3 (MT-31416)
We reserve the right to make technical and design changes.
02:20, 13-01-2026
https://www.ligman.com/matrix-3-mt-31416/
THAILAND
LIGMAN Lighting Co.,Ltd.
17/2 Moo 4, Monthong, Bang Nam Priao,
24150 Chachoengsao - Thailand
info@ligman.com
Product description
Down (Optic) & Up (Optic 2nd)
Luminaire Structure
- Die-cast aluminium housing
- Pre-treated before powder coating ensuring high
corrosion resistance
- Single cable entry
- Stainless steel fasteners in grade 304 with zinc
flake coating (ZFC)
- Durable silicone rubber gasket
- High-efficiency optical reflector
- Clear toughened glass
- Integral control gear
- Optional surface mounting box for easy wiring or
conduit connection when wiring from behind is not
possible
- MATRIX luminaires with uplight and colder than
3000K CCT do not meet the IDA certification
requirements
Optic
N / N
N / M
N / W
N / VW
M / N
M / M
M / W
M / VW
W / N
W / M
W / W
W / VW
VW / N
VW / M
VW / W
VW / VW
Product colour
01 - Black (RAL
9011)
02 - Dark Grey
(RAL 7043)
03 - White (RAL
9003)
05 - Matt Silver
(RAL 9006)
06 - Bronze (RAL
6014)
Special finishes upon request
SU01 - Concrete -
Urban
SU02 - Softscape -
Urban
SU03 - Stone -
Urban
SU04 - Corten -
Urban
SW01 - Oak -
Woodland
SW02 - Walnut -
Woodland
SW03 - Pine -
Woodland
Fixture W1 in white finish
Outdoor | Surface facade luminaires | ALDO
ALDO 5 (ALD-30242) (Version 1)
We reserve the right to make technical and design changes.
06:20, 13-01-2026
https://www.ligman.com/aldo-5-ald-30242/
THAILAND
LIGMAN Lighting Co.,Ltd.
17/2 Moo 4, Monthong, Bang Nam Priao,
24150 Chachoengsao - Thailand
info@ligman.com
Product description
Without remote driver - Constant voltage (CV) 24 V -
18x45 mm - 1025 mm - Class III - IK07
Luminaire Structure
- Powder coated aluminium alloy housing
- Adjustable aluminium extrusion bracket for
ALD-30261, ALD-30262, ALD-30263, ALD-30264,
ALD-30265, ALD-30266, ALD-30271, ALD-30272,
ALD-30281, ALD-30282, ALD-30291, ALD-30292,
ALD-30301, ALD-30302, ALD-30801
- Adjustable galvanised steel bracket for
ALD-30241, ALD-30242, ALD-30243, ALD-30244,
ALD-30251, ALD-30252, ALD-30253, ALD-30254,
ALD-30255, ALD-30256
- Two cable entries for through wiring
- Two IP67 connectors supplied with 2x0.2 m of
2x1.0 sqmm outdoor cable
- Clear toughened glass
- Remote driver (not included)
- Uniform light distribution with uninterrupted end-
to-end mounting.
- For ALD-30001 not included 24 VDC input,
DMXRDM address with stable signal
Optic
VW
EW
Product colour
01 - Black (RAL
9011)
02 - Dark Grey
(RAL 7043)
03 - White (RAL
9003)
05 - Matt Silver
(RAL 9006)
06 - Bronze (RAL
6014)
Special finishes upon request
SU01 - Concrete -
Urban
SU02 - Softscape -
Urban
SU03 - Stone -
Urban
SU04 - Corten -
Urban
SW01 - Oak -
Woodland
SW02 - Walnut -
Woodland
SW03 - Pine -
Woodland
Fixture L1 - Cove light at Porte Cochere
Indirect light at perimeter of ceiling
Light fixture not visible
Light mounted at
perimeter cove
around Porte
Cochere
Introduction
The WDGE LED family is designed to meet specifier’s
every wall-mounted lighting need in a widely accepted
shape that blends with any architecture. The clean
rectilinear design comes in four sizes with lumen
packages ranging from 1,200 to 25,000 lumens,
providing true site-wide solution.
WDGE1 delivers up to 2,000 lumens with a soft, non-
pixelated light source, creating a visually comfortable
environment. The compact size of WDGE1, with its
integrated emergency battery backup option, makes it
an ideal over-the-door wall-mounted lighting solution.
WDGE LED Family Overview
Luminaire
Optics
Standard EM, 0°C
Cold EM, -20°C
Sensor
Approximate Lumens (4000K, 80CRI)
P0
P1
P2
P3
P4
P5
P6
WDGE1 LED
Visual Comfort
4W
--
750
1,200
2,000
--
--
--
--
WDGE2 LED
Visual Comfort
10W
18W
Standalone / nLight
--
1,200
2,000
3,000
4,500
6,000
--
WDGE2 LED
Precision Refractive
10W
18W
Standalone / nLight
700
1,200
2,000
3,200
4,200
--
--
WDGE3 LED
Precision Refractive
15W
18W
Standalone / nLight
6,000
7,500
8,500
10,000
12,000
--
--
WDGE4 LED
Precision Refractive
Standalone / nLight
--
12,000
16,000
18,000
20,000
22,000
25,000
Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect.
*See ordering tree for details
One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com
© 2019-2025 Acuity Brands Lighting, Inc. All rights reserved.
WDGE1 LED
Rev. 04/02/25
COMMERCIAL OUTDOOR
WDGE1 LED
Architectural Wall Sconce
Catalog
Number
Notes
Type
Depth (D1):
5.5"
Depth (D2):
1.5"
Height:
8"
Width:
9"
Weight:
(without options)
9 lbs
Hit the Tab key or mouse over the page to see all interactive elements.
Specifications
Series
Package
Color Temperature
CRI
Distribution
Voltage
Mounting
WDGE1 LED
P0
P1
P2
27K
2700K
30K
3000K
35K
3500K
40K
4000K
50K 1
5000K
80CRI
90CRI
VF
Visual comfort forward throw
VW
Visual comfort wide
MVOLT
347 2
Shipped included
SRM
Surface mounting bracket
ICW
Indirect Canopy/Ceiling Washer bracket (dry/damp locations only)3
Shipped separately
AWS
3/8inch Architectural wall spacer 4
PBBW
Surface-mounted back box (top, left, right conduit entry) Use when
there is no junction box available.4
Options
Finish
E4WH
Emergency battery backup, Certified in CA Title 20 MAEDBS (4W, 0°C min)5
PE
Photocell, Button Type6
DS
Dual switching (comes with 2 drivers and 2 light engines; see page 3 for details)7
DMG
0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately)
BCE
Bottom conduit entry for back box (PBBW). Total of 4 entry points.
DSLE
Dual Switching (1 Driver, 2 Light Engines)
CCE
Coastal Construction4
DDBXD
Dark bronze
DBLXD
Black
DNAXD
Natural aluminum
DWHXD
White
DSSXD
Sandstone
DDBTXD
Textured dark bronze
DBLBXD
Textured black
DNATXD
Textured natural aluminum
DWHGXD
Textured white
DSSTXD
Textured sandstone
Ordering Information
EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD
D1
W
D2
H
W2
---
[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - SP101 SITE PLAN - 1-16-2026 - PENDING]
ISSUE DATE: 01.13.26
]
]
——- —
77 _ | PRINTS FULL SCALE
_ | ON 24"X36" SHEET
—_—— | ‘ew, P “Oo,
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——— — [ 7 © JEFFERY
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|
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|
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| JEFFERY FOSTER, LICENSE 13339
; EXPIRATION DATE: 12/31/25
l
|
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|
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|
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RELOCATE FOR BUILDING ADDITION |
\— EXISTING. STORMWATER . —
——~ MANAGEMENT TO REMAIN aan °
SF | { EXISTING STORM LINE
i ™ | —
I
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| PROPOSED NEW PROPERTY LINE 39
— 3
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= [on a
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| : :
| —= TOTAL EXISTING EAST | 4
PARCEL AREA = 251,293 SF 0
| -—— | WITH 7.3% LOT COVERAGE ! F 5
.Ot~—S — —_= = am
| TOTAL PROPOSED EAST PARCEL | o O
25651 ROIT HOULIHAN'S Hn Bex oan OERACE ; O —
| G'OFFICE syoogen | 3-LEVEL| OFFICE RESTAURANT oe c y
1 of PROFOSED BUILDING +6,000 SF ALL LESS THAN THE 15% MAX. —
— BUILDING & EVENT UILDING | +11,850 SF 1st — ESN TE IME co > 5
| — ACES DDITION +23.700 2nd & 3rd ! FINAL LOT SPLIT AND CONSOLIDATION = O 3
= 349 SF spas SF | ne TO BE PREPARED AND PLATTED. ! 2 7 °
1 222 PARKING SPACES IN a | O LU q
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| — pes 15°-0}” — 1 | rz — (a + ”
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——— — “L +
| -——— = SIDE YARD SETBACKS FROM | O fe O =
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| = EW| PROPERTY| LINE LOCATIO — 7X -
STEERED | Oane |:
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| — EXISTING GENERATOR ! | C) S
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1 _ —_ | fl | 310 PARKING SPACES IN Q) g
BE I EXISTING DUMPSTERS — : REAR LOT TOTAL PARKING COUNTS: ! = :
| | ro}
T EXISTING ENCLOSURE — 8’-0” HIGH -— --— --—_--—-- a
a — | —T of LLELLLLLLLLL LLL EEE EAST LOT: 118 SPACES 4 C )|z
| oF = TTTTTETTTT TTT fe ge <
| | REAR LOT: 310 SPACES | NO 19
! TOTAL: 650 SPACES | Cccccceces ~
| | ; * NO ADDITIONAL IMPERVIOUS SURFACE | Soece ° ° ° : : O
! ! BEING ADDED WITH THIS PROJECT | SOOO CCCC.S
SOCCCCCCCeS
| | 3 | | | | | ! Se
BUFFER ZONE AT RESIDENTIAL OOCCCCeCCe
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\ @eeoeoo
|
|
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ZONING INFO: 34
|
\
Aw GROUP: F - OFFICE BUILDING i <
PARKING REQUIREMENTS PER 1221.05 25777 DETROIT 25651 DETROIT —
OFKICE: FIRST FLOOR, 1 PER 250 SF \ =27 SPACES =38 SPACES \ r-
OTHER FLOORS, 1 PER 300 SF 126 SPACES =64 spaces O Zz.
\ ISLANDS AND LANDSCAPING Li
\ TOTAL =153 SPACES =102/SPACES =255 SPACES / EQUAL TO 5% OF ADDITIONAL | - <<
\ ‘ H “0 PAVING AREA 7 aL
EVENT PACE: 1 PER 3 SEATS (SIMILAR TO 25777 DETROIT \ L Lu
\ RELIGIOUS INSTITUITIONS) =533 SPACES (1600 SEATSIN EVENT SPACE) =533 SPACES 27 i
\ PE ODE TOTAL AT PEA QUIRED: =788 SPACES <x Sy
\
REGARDING COMPLIANCE, THE OFFICE AND EVENT SPACE FUNCTIONNEVER OVERLAP. THUS THSCU NT 650 _ Pe ee ee ee ee | &] PAPROJECT NO. 2024-59
SPACES PROWIDED IS PLENTY ADEQUATE TO ACCOMMODATE THE EVENT SPACE PARKING. IN AN EFFORT TO NOT 7 7 ~ - - T r Tr - is -|-+4-+--/-4_ | _-LI 8 CURRENT DATE: 01.13.26
OVER PARK T FE, THE OWNERSHIP AND DESIGN TEAM REQUEST THAT THE EXISTING PARKING BE NONSIERED 94 LitilI-L it to a 4
ADEQUATE. tt ee SP1 O1
©
‘| _ PERMIT & CONSTRUCTION
& DOCUMENTS
---
[PLAN - Correspondence-Letters-Memo for LA CENTRE - 25689 DETROIT ROAD - COVER LETTER - 1-16-2026]
n
●●●
PAYTO/lrchitB3ts
January 13, 2026
LI
JAN M 2026
Lr/
PLANNING DEPT.
CITY OF WESTLA^f
Mr. James Bedell, Director of Planning
City of Westlake
27700 Hilliard Road
Westlake, OH 44145
Follow up Submission from 1/5/26 Planning Commission Meeting - LaCentre Expansion
25689 Detroit Road
RE:
Dear James,
Based on the input and discussion at the meeting, we are submitting the following in response to
comments and questions:
1.
Light fixture cuts of exterior lighting. Photometries were previously submitted.
2.
C105 - Site Details. This shows the requested paving and curbing details. This goes in
conjunction with the previously submitted C103 and C104.
3.
Drawing SPlOl updated to address:
a.
Description of parking compliance strategy
b.
Remaining lot areas for both parcels after lot split for new addition,
c.
Adjustments to the land banked parking to consider setback at residential and
parking lot islands.
4.
Roof plan A103, A104 and Section detail A603. These show the rooftop screening plans and
details. These go in conjunction with the previous submitted building elevations on sheets
A200, A201 and A202.
5.
Electrical plans E201 and E202. These show the locations of all of the exterior lighting,
which is all mounted to the building. There is no other exterior site lighting proposed.
6.
The full set of drawings for the canopy structure located at grade and as shown on
previously submitted sheet A210.
Should you have any questions, issues or concerns, please don't hesitate to call me at 216-241-6800.
We would like to be on the next available agenda for approval.
Sincerely,
Jeffery D. Foster, AlA, NCARB, LEED AP
President
Payto Architects Inc.
J:\2459 - LA CENTRE\DOCUMENT\WORD\City\Planning Submission Re-submission Summary.doc
405 Bradley Building 1220 West Sixth Street Cleveland Ohio 44113
(216) 241-6800
---
[PLAN - Department Reviews for LA CENTRE - 25689 DETROIT ROAD - FIRE - - 1-20-2026]
Planning Commission
Interdepartmental Comment Form
Planning Commission Meeting Date: February 2, 2026
Please review the plans for your department’s area of concern and respond back by
1/22/2026
PC office use only Sent to: Date Returned
Inspections
☒
Engineering
☒
Police
☒
Fire
☒
Service
☒
Forester
☒
Finance
☐
Project Name:
La Centre development plan addition
Parcel #:
21321006 & 007
Street Address:
25689 Detroit Rd.
Date received:
1/14/2026
Date distributed:
1/14/2026
Name
Michael Freeman
Date
1/20/2026
Title
Assistant Chief
Department
Fire
Please provide your comments (if you have no comments you do not need to respond):
1. Construction will not interfere with access for emergency vehicle and/or fire department
personnel. 2017 OFC Section 504.1
2.
Construction will not interfere with means of egress or fire exits unless prior approval is received
from the Westlake Fire Department/Fire Prevention Office and other means of exiting are
provided. 2017 OFC Section 504.2 / 1003.6
3.
Fire alarm plans, fire detection plans, and fire suppression plans to be submitted by certified
professional designers for each area. Plans are to contain specification sheets, calculations,
etc…for proper review by AHJ. 2017 OFC Section 105.4
•
Assure adequate water supply for firefighting operations
•
Submit FDC and standpipe locations and specifics
4.
Emergency Responder Radio coverage shall be provided in all new buildings in accordance with
2017 OFC 510. 2017 OBC 403.4.5 and 916.1
5.
Fire lanes will not be obstructed (construction, vehicles, or dumpsters at any time). 2017 OFC
503.4
6.
The 25’/50’ turning radii shall be maintained throughout the site for emergency access. 2017 OFC
503.2.4
•
Into the north side fire apparatus access and out of the circle or port cochere. Show as 25:50 (no
auto turn)
•
Show the height of the Port Cochere at least 13.6 ft.
7.
Approved fire apparatus access roads/fire lanes shall be provided for every facility, building or
portion of a building hereafter constructed or moved into or within the jurisdiction. The fire
apparatus access road/fire lane shall extend within 150 feet of ALL portions of the facility and all
portions of the exterior walls of the first story of the buildings as measured by an approved route
around the exterior of the building or facility. 2017 OFC 503.1.1
8.
Fire apparatus access roads/fire lanes shall have an unobstructed width of not less than 20 feet
and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2017 OFC 503.2.1
•
How will the 20 ft fire lane with 25:50 turning radii and marked fire lanes between the buildings
be maintained with a property line down the center of the required fire apparatus access
dimension?
9.
Approved signs shall be provided for fire apparatus access roads/fire lanes to identify such roads
or prohibit the obstruction thereof. 2017 OFC 503.3
•
No parking Fire Lane signs with red painted curbs
10. All elevators shall have a minimum floor area of 35 square feet with the longest dimensions not
less than 6’8”. The entrance door shall be a side mounted door not less than 42” in width. An
alternate elevator configuration may be approved by the Fire Department. WCO 1303.06
11. A Knox Box (approved locking key box) is required to be installed in an approved location
determined by the Fire Department and 2017 OFC Section 506.1. Order the box at
www.knoxbox.com. Minimum requirement for existing structures is the Surface Mount, Model
3261. For new construction the flushed mounted Recessed Box, Model 3270, plus the mounting
kit Model 3290, is recommended. Contact the Westlake Fire Department at 440-835-6422 for more
information or to determine the approved location.
• Front entry of the proposed addition.
---
[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - A102, A103, A200, A201 PAVILION DETAILS - 1-16-2026 - PENDING]
1
SCALE:
1/4" = 1'-0"
TOP VIEW
A
B
1
2
C
A201
A-A
A201
A-A
A200
1-1
A200
1-1
300"
300"
FLAT PAN ROOF
FLAT PAN ROOF
FLAT PAN ROOF
FLAT PAN ROOF
SCALE
SHEET NO.
drawn by
date
description
25 Detroit Rd 100
West]a\e, OH 44145
LaCentre
10/30/25
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 102
ALUMINUM TYPE:
LOUVERS 6063-T6
ALL OTHER COMPONENTS 6063-T6
TOP VIEW
1/4" ¶ 1-0"
1
SCALE:
1/4" = 1'-0"
POST LAYOUT VIEW
A
B
1
2
C
141"
141"
147"
147"
141"
141"
147"
147"
141"
141"
147"
147"
141"
141"
147"
147"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
SCALE
SHEET NO.
drawn by
date
description
25 Detroit Rd 100
West]a\e, OH 44145
LaCentre
10/30/25
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 103
ALUMINUM TYPE:
LOUVERS 6063-T6
ALL OTHER COMPONENTS 6063-T6
POST LAYOUT
VIEW
1/4" ¶ 1-0"
1
SCALE:
1/4" = 1'-0"
SECTION 1-1
A
B
C
SINGLE INTERIOR
BEAMS (2) 2" x 8" x 1
8"
TYPICAL BEAM CHASE
(5 1
2" GUTTER)
SINGLE PERIMETER
BEAMS (2) 2" x 8" x 1
8"
SINGLE PERIMETER
BEAMS (2) 2" x 8" x 1
8"
1353 4"
1353 4"
FLAT PAN ROOF
FLAT PAN ROOF
5 1
2" GUTTER
5 1
2" GUTTER
5 1
2" GUTTER
TYPICAL BEAM CHASE
(5 1
2" GUTTER)
TYPICAL BEAM CHASE
(5 1
2" GUTTER)
141"
141"
120"
128"
42"
24"
150"
150"
300"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
NOTE:
6"x6" posts (all) attached to the top
of 24"round x 42"deep footings via
(1) X-Series Post Base per footing
SCALE
SHEET NO.
drawn by
date
description
25 Detroit Rd 100
West]a\e, OH 44145
LaCentre
10/30/25
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 200
ALUMINUM TYPE:
LOUVERS 6063-T6
ALL OTHER COMPONENTS 6063-T6
SECTION 1-1
1/4" ¶ 1-0"
1
SCALE:
1/4" = 1'-0"
SECTION A-A
1
2
SINGLE PERIMETER
BEAMS (2) 2" x 8" x 1
8"
SINGLE PERIMETER
BEAMS (2) 2" x 8" x 1
8"
281"
FLAT PAN ROOF
5 1
2" GUTTER
5 1
2" GUTTER
TYPICAL BEAM CHASE
(5 1
2" GUTTER)
TYPICAL BEAM CHASE
(5 1
2" GUTTER)
141"
141"
120"
128"
42"
24"
300"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
COLUMN 6" x 6" x 1/8"
NOTE:
6"x6" posts (all) attached to the top
of 24"round x 42"deep footings via
(1) X-Series Post Base per footing
SCALE
SHEET NO.
drawn by
date
description
25 Detroit Rd 100
West]a\e, OH 44145
LaCentre
10/30/25
i&s
154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
A 201
ALUMINUM TYPE:
LOUVERS 6063-T6
ALL OTHER COMPONENTS 6063-T6
SECTION A-A
1/4" ¶ 1-0"
---
[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - A103 OVERALL THIRD FLOOR PLAN - 1-16-2026 - PENDING]
10.03.25
ISSUE DATE:
WOD’S.LDALIHDAVOLAVd MMM
PRINTS FULL SCALE
ON 24"X36" SHEET
JEFFERY FOSTER, LICENSE 13339
EXPIRATION DATE: 12/31/25
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10.03.25
PERMIT & CONSTRUCTION
2024-59
DOCUMENTS
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CURRENT DATE:
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[PLAN - Plans-Drawings for LA CENTRE - 25689 DETROIT ROAD - A603 DETAIL SECTIONS - 1-16-2026 - PENDING]
ISSUE DATE:
ADDENDUM #2
10.03.25
10.31.25
T/SCREENWALL
& +382 1/2”
BREAK METAL FLASHING CAP
TO MATCH SIDING
FIRE PROOFING SCHEDULE:
* SCREENWALL DETAIL TYPICAL AT 3
SIDES OF ROOFTOP SCREEN WALL
UNLESS OTHERWISE NOTED, ALL ROOF BEAMS, JOISTS AND DECK ARE
TO RECEIVE SFRM (SPRAY FIRE RESISTIVE MATERIAL) TO ACHIEVE A 1
HOUR RATING PER UL ASSEMBLY D601. ROOF MEMBERS OVER 20'-0"
DO NOT NEED TO BE RATED.
PRINTS FULL SCALE
ON 24"X36" SHEET
STEEL TUBE FRAMING TO BE HOT
DIPPED GALVANIZED FINISH
ALL COLUMNS CONCEALED IN WALLS ARE TO RECEIVE SFRM ON ALL
SURFACES TO ACHIEVE A 1 HOUR RATING PER UL ASSEMBLY D601.
<7 GALVANIZED STEEL TUBE COLUMN
ALL EXPOSED BUILDING COLUMNS ARE TO RECEIVE MIFRC (MASTIC
1 INTMESCENT FIRE RESISTIVE COATING) TO ACHIEVE A 1 HOUR RATING
MP—4 METAL PANEL PER UL ASSEMBLY Y615. THIS INCLUDES INTERIOR AND EXTERIOR
SCREENWALL — FINISH NY APPLICATIONS. THE MIFRC IS TO BE PER THE MANUFACTURERS
TO MATCH MP—1 SPECIFICATIONS FOR INTERIOR AND EXTERIOR RATED INSTALLATIONS.
JEFFERY
D
EXTEND MEMBRANE UP
AND OVER WALL
FOSTER
PLYWOOD SHEATHING
DOUBLE LAYER OF CLOSED CELL MEMBRANE ROOFING
PT WOOD BLOCKING POLYURETHANE SYSTEM OVER RECOVERY
METAL ROOF EDGE FOAM SPRAYED BOARD AND 4-1/2” MIN.
SLOPE DN INSULATION THICK TAPERED RIGID
— ">
T/FRAMING AT STEEL a | INSULATION JEFFERY FOSTER, LICENSE 13339
Te =8 at STEEL BAR JOISTS EXPIRATION DATE: 12/31/25
_ WITH DECK — SEE
| STRUCTURAL
T/STEEL BEAM . FLASHING BOOT AT EACH
+26-8" z Ss POST
We) 4 B/SCREENWALL
2'-8" a) +288 1/2 STEEL BAR JOISTS
WITH DECK — SEE
MP—2 CLADDING STRUCTURAL
/ tL
COLD FORMED METAL FRAMING 7 =
AT CORNICE. CLAD IN EXTERIOR we 67.3 S
GRADE SHEATHING wi
WRB SPECIFICATION: 5
ALL EXTERIOR WALL WEATHER RESISTIVE i
DOUBLE LAYER OF BARRIERS (WRB) TO BE EQUAL TO r
es [| PT WOOD BLOCKING PROSOCO R-GUARD WB OR TYVEK FLUID Y
METAL ROOF EDGE APPLIED WRB. INSTALL PER 5
T/WOOD BLOCKING MANUFACTURERS RECOMMENDATIONS &
oe : AND SPECIFICATIONS. <
aT L . 4? ” GENERAL NOTE: :
B/_LAY IN CEILING \ 4603 / SCALE: 1/2°=1'—0 SEE STRUCTURAL FOR REINFORCING AND
gy a 4 7 7 " ADDITION DETAILS FOR MASONRY AND
B/ PERIMETER SOFFIT to CONCRETE CONSTRUCTION. TYPICAL AT
gio 19-4" “— ALL LOCATIONS
ti | 2'-6 | 1-6" | METAL STUD EXISTING EXTERIOR
FRAMED SOFFIT WALL TO BE REMOVED
WITH §” GWE
MEMBRANE ROOFING
MEMBRANE ROOFING
MP—1 METAL SIDING OVER
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SPRAY APPLIED WRB AND
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BUILDING ADDITIONS & RENOVATIONS
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WITH FLUID APPLIED WRB
NEW CEILINGS MAY
OCCUR — SEE PLA
METAL STUD AND DRYWALL
BULKHEAD
CL_OF STEEL TUBE a) SYSTEM OVER RECOVERY TIE NEW ROOF INTO EXISTING SYSTEM OVER RECOVERY
& +17-1-1/4 BOARD AND 4-1/2” MIN. MATCH. INSULATION 2” INSULATION / SHEATHING SOLYURETPANE BOARD AND 4-1/2” MIN. OD in
STEEL TUBE FOR THICK TAPERED RIGID HEIGHT FXISTING ROOF TO REMAIN BOARD PORN SPRAVED THICK TAPERED RIGID <<
CURTAINWALL WIND LOAD ISULATION INSULATION INSULATION —
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METAL STUD FRAMING WITH
2” GWB ON INTERIOR
9’-Q”
9’-Q”
s+ _—_
PI-MWIOArCNITECTs
VERSOILEIL VERTICAL ~~,
FINS BY CURTAINWALL
SUPPLIER
MASONRY VENEER UNITS WITH TIES
CURTAINWALL WITH
INSULATED GLASS 5” CONC. SLAB WITH ,
as WWF OVER 10 MIL 2 AIR SPACE
BREAK METAL SILL TO 5” CONC. SLAB WITH VAPOR BARRIER OVER DOWEL NEW SLAB 5” CONC. SLAB WITH
MATCH CURTAINWALL WWF OVER 10 MIL COMPACTED GRAVEL WWF OVER 10 MIL
VAPOR BARRIER OVER INTO EXISTING Re MED ee pRie coor VAPOR BARRIER OVER YN
VENEER MASONRY HEMMED SS DRIP EDGE,
COMPACTED GRAVEL COMPACTED GRAVEL
BASE WEEPS AND MORTAR NET BASE Z
FINISHED FLOOR FINISHED FLOOR
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SLOPE AWAY oT: ee SLOPE AWAY (A - : —
oy 2” RIGID INSULATION oy . 2” RIGID INSULATION <x
CMU FOUNDATION WALL a “i CMU FOUNDATION WALL a * Her iT
WITH HORIZONTAL REINFORCING WITH HORIZONTAL REINFORCING QD
AT 16” O/C VERTICAL EXISTING FOUNDATION TO AT 16” O/C VERTICAL
CONCRETE GRADE BEAM — REMAIN CONCRETE GRADE BEAM — &] PA PROJECT NO. 2024-59
SEE STRUCTURAL SEE STRUCTURAL 8] current Dare: 10.03.25
:
Sy
&
(3 \ DETAIL SECTION (2 \ DETAIL SECTION (1. DETAIL SECTION | A603
. me ? _ ” : me ? _ ” : me ? _ ” N
SCALE: 1/2°=1 —-0 SCALE: 1/2°=1 —0 SCALE: 1/2°=1 —-0 ©
' . 7 " ' 7 7 ' 7 7 = PERMIT & CONSTRUCTION
& DOCUMENTS
---
[La Centre development plan FOR FEBRUARY MEETING]
WESTLAKE PLANNING COMMISSION
STAFF REPORT
1/30/26
PART I GENERAL INFORMATION
La Centre development plan (addition), 25689 Detroit Rd., PP#21321006 & 007, Ward 1, tabled 1/5/26
PART II
PROJECT SUMMARY
THE FOLLOWING WAS PRESENTED AT THE 1/5/26 MEETING AND IS REPRINTED WITH
UPDATED INFORMATION IN BOLD ITALICS.
On 12/2/24, the Planning Commission reviewed a conceptual development plan for an 18,656 s.f. expansion of
the La Centre ballroom and a new restaurant. Since that meeting, the design has been refined, resulting in a
scaled‑back 11,806‑square‑foot addition:
•
Event space on the east side of the building.
o Ballroom expansion, 520 person capacity, 4,700 SF.
o 2 story event space/lobby 400 capacity. 250 with dance floor and stage.
o Service and storage area 1,839 SF.
o New restrooms.
o Entrance to north parking lot with covered drop-off. This new “Porte Cochere” includes a modern
canopy support and trim that complements the building architecture.
o The proposed materials, stylings and colors blend seamlessly with the existing architectural
design.
•
A property line revision will also occur at the east side to accommodate the necessary building setback for
both the La Centre property and the neighboring parcel (Houlihan’s), both of which are owned by the
same owner. A plat is required with the development plan along with an updated analysis of site totals,
such as lot coverage, percent landscaping, and other applicable metrics base on the newly created parcels.
•
Outdoor pavilion (canopy structure) previously submitted separately, is shown on Sheet A210.
PART III
DEPARTMENTAL REVIEWS
Fire
1. Construction will not interfere with access for emergency vehicle and/or fire department personnel. 2017 OFC
Section 504.1
2. Construction will not interfere with means of egress or fire exits unless prior approval is received from the Westlake
Fire Department/Fire Prevention Office and other means of exiting are provided. 2017 OFC Section 504.2 / 1003.6
3. Fire alarm plans, fire detection plans, and fire suppression plans to be submitted by certified professional designers
for each area. Plans are to contain specification sheets, calculations, etc…for proper review by AHJ. 2017 OFC Section
105.4
• Assure adequate water supply for firefighting operations
• Submit FDC and standpipe locations and specifics
4. Emergency Responder Radio coverage shall be provided in all new buildings in accordance with 2017 OFC 510.
2017 OBC 403.4.5 and 916.1
5. Fire lanes will not be obstructed (construction, vehicles, or dumpsters at any time). 2017 OFC 503.4
6. The 25’/50’ turning radii shall be maintained throughout the site for emergency access. 2017 OFC 503.2.4
• Into the north side fire apparatus access and out of the circle or port cochere. Show as 25:50 (no auto turn)
• Show the height of the Port Cochere at least 13.6 ft.
7. Approved fire apparatus access roads/fire lanes shall be provided for every facility, building or portion of a building
hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road/fire lane shall extend
within 150 feet of ALL portions of the facility and all portions of the exterior walls of the first story of the buildings as
measured by an approved route around the exterior of the building or facility. 2017 OFC 503.1.1
8. Fire apparatus access roads/fire lanes shall have an unobstructed width of not less than 20 feet and an unobstructed
vertical clearance of not less than 13 feet 6 inches. 2017 OFC 503.2.1
• How will the 20 ft fire lane with 25:50 turning radii and marked fire lanes between the buildings be maintained with a
property line down the center of the required fire apparatus access dimension?
9. Approved signs shall be provided for fire apparatus access roads/fire lanes to identify such roads or prohibit the
obstruction thereof. 2017 OFC 503.3
Page 2
• No parking Fire Lane signs with red painted curbs
10. All elevators shall have a minimum floor area of 35 square feet with the longest dimensions not less than 6’8”. The
entrance door shall be a side mounted door not less than 42” in width. An alternate elevator configuration may be
approved by the Fire Department. WCO 1303.06
11. A Knox Box (approved locking key box) is required to be installed in an approved location determined by the Fire
Department and 2017 OFC Section 506.1. Order the box at www.knoxbox.com. Minimum requirement for existing
structures is the Surface Mount, Model 3261. For new construction the flushed mounted Recessed Box, Model 3270,
plus the mounting kit Model 3290, is recommended. Contact the Westlake Fire Department at 440-835-6422 for more
information or to determine the approved location.
• Front entry of the proposed addition.
PART IV
GUIDE PLAN/ ZONING
Guide Plan – the future land use map identifies this area as Office & Office Laboratory.
Zoning
Box Score
STANDARD
CODE
PLAN
DIFFERENCE
ZONING DISTRICT
OB/Office Building,
Automobile parking (south
portion of rear lot and
land banked parking
area).
The proposed uses are permitted accessory uses in the Office
Building Zone pursuant to 1216.03, because the square
footage of the existing conference center and expanded
event/ballroom is less than 50% of the square footage of the
offices above, as shown on the development plan.
BUILDING AREA
No max. or min.
11,583 SF
OK
MIN. LOT AREA 1216.04
1 acre
+/- 13.22 acres
OK - this number will change
with lot split and assembly plat
but will not be less 1 acre
MIN. LOT WIDTH 1216.05
150’
+/-785’
OK – this number will change
with lot split and assembly plat
but will not be less than 150’
MAX. BUILDING HEIGHT
1216.08, 1216.09
50’ building; 60’ spire.
~41’ to top of roof, 54’ to
top of “spire”
OK
% LOT COVERAGE FOR MAIN
BUILDING OR USE 1216.07
25%
~10.3%
OK – will need to be adjusted to
reflect lot split and assembly plat.
% LANDSCAPING 1216.07 (b)
Not less than 25%
~ 46% - addition is at
paved area not
diminishing landscaping.
OK
SETBACKS FOR
Front
70’
~170’ from north wall of
addition to the Detroit
Road R.O.W.
OK
MAIN/ACCESSORY
USES 1216.06
Side
15’ (east)
~17’ for addition to
proposed property line –
leaves ~17’ for Houlihan’s
Building
OK for both buildings after lot
split and assembly plat.
Rear
40’
+/- 500’ from addition to
south property line.
OK
SETBACKS
FOR PARKING
1216.06
Front
40’ from Detroit Road
30’ from Columbia Road
Detroit – No change to
existing.
Columbia – no change to
existing, +/- 130’ to land
banked parking.
OK
Side Columbia Rd. Pkg. 1130.04
50’
North = 50’
South = ~ 78.5’
OK
TOTAL PARKING SPACES
Per 1221.05 is based on
Currently provides 650
Deficit of 142 spaces—or at
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Box Score
STANDARD
CODE
PLAN
DIFFERENCE
use
parking spaces, or 701
spaces including 51
landbanked spaces.
According to SP101, peak
demand is 788 spaces.
minimum, 87 spaces if all
landbanked parking is
constructed—which will need to
be addressed.
PARKING LOT ISLANDS
1216.07(b)
Five percent (5%) of the
land area within the
parking areas, in planting
areas. Such areas shall
be not less than ten feet
in dimension and
distributed throughout the
parking area so as to
interrupt the vast expanse
of pavement.
The Columbia Road
land banked parking lot
meets this requirement.
OK
DRIVEWAYS 1221.11
24’ minimum (Engineering
to approve)
Drive between buildings
scales at 24’ wide on
sheet C104.
OK
CURBING 1216.13
ODOT Type 6 Required
for all new and
refurbished parking
Detail shown on C105
OK
SIDEWALKS 1237.04(a)(4)(C)
5’ clear
Provided.
OK
BUFFERING 1130.04, 1130.05
Required to buffer
residential uses
Columbia Road land
banked parking has
room for required future
buffering.
OK
TREE PRESERVATION PLAN
1137
Needed where trees are
being removed.
Needed when Columbia
Road land banked
parking is developed.
OK
SIGNS 1223
See Chapter 1223
None
OK
LIGHTING 1230.03
Lighting Plan for new
exterior lighting
All fixtures are 4000K,
Lumens, W1: 2928, W2:
1227, F2:1500, L1: 808.
The W1 fixtures are up
and down light accent
fixtures. Uplighting is
acceptable because of
the cornice/metal
coping system.
OK
RETENTION
Required if more than 1
acre
City Engineer may require
a review of the existing
basin’s ability to accept
additional storm water
from the proposed
building and parking lot
expansion.
Project engineer should work
closely with the Westlake
Engineering Department prior to
submitting the final development
plan.
TRASH ENCLOSURE
1216.03(j)
Required 6’ tall, Solid
gates, masonry to match
building
To utilize existing.
OK
HVAC LOCATION &
SCREENING 1237.04(a)(9)
Not in front of building ,
screened with fence or
plant material, or housed
in a structure in harmony
with the surroundings
Metal panel equipment
screens.
Need details for equipment
screen including color and roof
plan to understand how they will
provide required screening.
DESIGN REVIEW
Buildings, structures and
landscaping should be
• Horizontal fins attached
to the curtain wall system
OK
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Box Score
STANDARD
CODE
PLAN
DIFFERENCE
REQUIREMENTS
(MATERIALS) 1237
designed and located on
the site and be of a scale
to complement adjacent
buildings and enhance
the character of the
surrounding area by
having features that are
appropriate and
compatible with existing
buildings and structures.
(Kawneer Versoleil
equivalent)
• Vertical fins attached to
the curtain wall system
(Kawneer Versoleil
equivalent)
• Aluminum composite
material (ACM) to match
existing (noted in two
locations)
• Aluminum curtain wall
with clear glazing; finish
to match existing
• Masonry veneer:
Cordova Stone, rock‑face,
4" nominal depth, 8" x 16"
units
Canopy color
(underside) is
woodgrain metal,
perimeter metal is ACM
matching cream color
on rest of building.
PART V
DRAFT FINDINGS/MOTION
Draft Findings of Fact
1. The architecture presents an attractive design that complements the existing building while offering its
own artistic interpretation.
2. The site plan provides safe and efficient access, circulation, and parking.
3. As conditioned, the project will not create adverse impacts on neighboring properties and is compatible
with the character of the surrounding area. However, a lot split and assembly plat must be approved
prior to construction, as the addition cannot span two separate parcels.
Draft Motion1
If the Planning Commission can\make a recommendation, the following motion is advised:
Based upon the findings of fact, I move to recommend approval of the La Centre development plan with the
following:
1. Modification relative to parking deficit.
2. Condition that a lot split and assembly plat indicating the new property boundary is approved prior to
construction of the proposed improvements.
3. Condition the pavilion will have no lighting, heating, ceiling fans, or audio‑visual components.
4. Condition details for equipment screening including color and roof plan are submitted for
administrative approval.
5. Approval is subject to comments in Part III of the 1/30/26 staff report and approval of the final plans
by the Building and Engineering Departments in compliance with the code and the ordinances of the
City of Westlake; and, in the development process, should there be any changes necessitated by
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engineering requirements that visually alter the appearance of the development approved by the
Planning Commission, the plan shall be re-submitted to the Planning Commission.
1 This is suggested language only and not a recommendation for or against the approval of this request.