Design Review Board - 973 (01/14/2025)

DN
UP
SYMBOL LEGEND
- NEW METAL STUD PARTITIONS
- DOOR NUMBER
- WINDOW TYPE
- ROOM NUMBER
- PARTITION TYPE
- CONSTRUCTION NOTE
1A
- ROOM NAME
- NEW MASONRY WALL
- NEW CMU WALL
- WALL SECTION NUMBER
- SHEET NUMBER
- FIRE EXTINGUISHER CABINET
F.E.C.
1.
READ ALL GENERAL NOTES ON DRAWING A001.
2.
CONTRACTORS SHALL FIELD VERIFY ALL
CONDITIONS AND DIMENSIONS.
3.
ALL DIMENSIONS ARE TO OUTSIDE FACE OF
BRICK, CONCRETE MASONRY UNITS AND METAL
FRAMING UNLESS OTHERWISE NOTED.
4.
ALL NEW WALL AND PARTITION ASSEMBLIES
SHALL EXTEND TO UNDERSIDE OF DECK
UNLESS OTHERWISE NOTED.
5.
PROVIDE CMU WITH PRE-MANUFACTURED
BULLNOSE AT ALL EXPOSED CORNERS.
6.
WHERE THE WORD "ALIGN" IS INDICATED IT
SHALL MEAN TO ALIGN BOTH SIDES OF WALL.
- FLOOR DRAIN - SLOPE TO DRAIN
FD
Cxx
XX
A 
101
- BUILDING SECTION NUMBER
- SHEET NUMBER
- EXTERIOR ELEVATION NUMBER
- SHEET NUMBER
2
- INTERIOR ELEVATION NUMBER
- SHEET NUMBER
- HANDICAPPED DRINKING FOUNTAIN
H.D.F.
GENERAL NOTES
A101
2
A101
Room name
101
2
A101
- CORNER GUARD
C.G.
2
A101
10
STORAGE
201
MECH
202
15'-4"
201
202
203
19'-2"
8"
19'-4"
D
C
E
B
F
1
A301
2
-
-
-
-
A712
3
A711
1
1
2
2
3
4
A710
4
2
1
3
A712
5
6
8
7
A711
11
10
9
12
4
5
6
3
7
13
10
12
11
8
W-1
W-2
W-3
Door
6
SPRINKLER
126
APPARATUS BAYS
118
SCBA
126
ELEC
122
GEAR WASH
125
DECON
124
LAUNDRY
112
RESTROOM
106
CORRIDOR
100-1
RESTROOM
110
RESTROOM
109
TRAINING
104
CORRIDOR
100-2
DATA
105
VESTIBULE
100
OFD
103
OFFICE
102
EXERCISE
107
5'-0" CLEAR
54'-0"
10'-8"
5'-0" CLEAR
7'-5 7/8"
3'-4"
6'-7"
3'-4"
6'-7"
3'-4"
6'-7"
3'-4"
6'-7"
3'-4"
5'-3 5/8"
5'-0"
11'-4 1/4"
5'-0" CLEAR
5'-0" CLEAR
DAY ROOM
117
STORAGE
127
PANTRY
117A
10'-8"
8'-0"
GEAR LOCKER
123
WORK BENCH
121
JANITOR
119
RESTROOM
120
BUNK ROOM
114
BUNK ROOM
115
BUNK ROOM
116
CORRIDOR
100-3
21'-9 1/4"
1
2
STOR
113
74'-0"
28'-6"
127'-8 3/4"
76'-8 3/4"
1'-6"
8'-1 1/2"
5'-0"
3'-4"
7'-0"
3'-4"
7'-0"
3'-4"
7'-0"
3'-4"
7'-0"
3'-4"
5'-4"
2'-0 3/8"
M.O.
3'-4"
14'-0"
M.O.
14'-0"
4'-0"
M.O.
14'-0"
4'-0"
M.O.
14'-0"
3'-4"
1'-4 3/8"
M.O.
13'-4"
62'-0 3/8"
8'-5 5/8"
17'-11"
23'-6"
5'-0"
5'-2"
9'-0"
4'-11 3/8"
6'-3 7/8"
4'-5 1/8"
M.O.
3'-4"
M.O.
26'-8"
M.O.
18'-0"
M.O.
18'-0"
3'-4 3/8"
2D
2B
2B
2B
2B
2C
2C
2E
2B
2B
2B
2B
2A
2A
2A
2B
2B
2B
2B
2B
2B
2B
2B
2B
2A
2C
1A
1B
1A
1A
1A
1A
1C
1A
1A
1A
1A
7'-4"
3'-4"
8"
6'-4"
4'-4"
8'-8"
8"
M.O.
5'-4"
8"
10'-0"
8"
4'-0"
3'-4"
8"
8'-0"
8"
M.O.
5'-4"
4'-0"
100
101
102
103
104
105
107
106
108
109
110
112
104B
114
115
116
117
118
114B
137
114A
138
122
120
119
123
124
125
126
126A
130
129
128
127
134
133
132
111
121
C.G.
C.G.
C.G.
H.D.F.
113
F.E.C.
F.E.C.
F.E.C.
2
3
W-2
W-2
W-2
W-2
W-2
W-2
W-2
W-2
W-2
4'-9 1/8"
3'-0"
5'-7"
131
9'-8"
10'-0 7/8"
10'-0 7/8"
24'-3"
1'-6"
20'-0"
20'-5 5/8"
13'-10 7/8"
11'-7 1/8"
7'-8 1/4"
7'-10 7/8"
22'-2 1/8"
17'-5 7/8"
5'-5"
5'-7 1/8"
C.G.
C.G.
45 1/2"
41 1/2"
41 1/2"
4'-7"
2
1
A303
1
A303
2
A
K
D
C
E
J
B
F
H
G
A304
1
A304
2
Drawing Title:
Revised By:
Date:
Description:
Revision:
Project Title:
Date:
Scale:
Drawn By:
Project Number:
Drawing Number:
SILVER  PETRUCELLI + ASSOCIATES
203 230 9007
3190 WHITNEY AVENUE  HAMDEN   CT 06518
silverpetrucelli.com
311 STATE STREET NEW LONDON CT 06320
Project Phase:
State Project Number:
As indicated
1/6/2025 11:58:34 AM
A100
FLOOR PLANS
EAC
23.352
01/07/25
OSWEGATCHIE FIRE STATION
441 BOSTON POST RD
WATERFORD, CT 06385
NEW CONSTRUCTION
DESIGN DEVELOPMENT
N
1/8" = 1'-0"
2
MEZZANINE FLOOR PLAN
1/8" = 1'-0"
1
FIRST FLOOR PLAN

FIRST FLOOR LEVEL
0' - 0"
BASE OF ROOF /
MEZZANINE
12' - 0"
TOP OF ROOF
34' - 9 3/8"
4
5
6
3
7
13
10
9
12
11
8
2
1
1'-8"
4'-0"
6 1/2"
23'-5 5/8"
5'-0"
5'-2"
9'-0"
4'-11 3/8"
6'-4"
4'-3 7/8"
M.O.
3'-4 5/8"
12'-8 1/8"
M.O.
14'-0"
M.O.
18'-0"
M.O.
18'-0 3/8"
3'-4"
17'-6 1/2"
5'-4 7/8"
6"
8'-4"
4"
2'-8"
34'-9 3/8"
12'-9 5/8"
3'-0 1/4"
1'-7"
8'-3 3/4"
6"
2'-8"
5'-6 3/8"
55'-2"
75'-2"
130'-4"
9'-0"
ARCHITECTURAL ASPHALT 
SHINGLES
5" GUTTER; TYP.
ALUMINUM DOWN SPOUTS; 
CONNECT TO STORM 
DRAINAGE
FIBER CEMENT LAP SIDING
RUNNING BOND COLONIAL BRICK 
WITH 6" METAL STUD BACKUP
CAST STONE SILL BAND
ARCHITECTURAL ASPHALT 
SHINGLES
5" GUTTER; TYP.
ALUMINUM DOWN SPOUTS; 
CONNECT TO STORM 
DRAINAGE
FIBER CEMENT PANEL SIDING
RUNNING BOND 
COLONIAL BRICK WITH 6" 
METAL STUD BACKUP
CAST STONE SILL BAND
FIRST FLOOR LEVEL
0' - 0"
BASE OF ROOF /
MEZZANINE
12' - 0"
TOP OF ROOF
34' - 9 3/8"
4
5
6
3
7
13
10
9
12
11
8
2
1
1'-8"
4'-1"
6"
5'-0"
3'-4"
7'-0"
3'-4"
7'-1"
3'-4"
7'-0"
3'-4"
7'-0"
3'-4"
5'-4"
2'-0"
M.O.
3'-4"
14'-0"
M.O.
14'-0"
4'-0"
M.O.
14'-0"
4'-0"
M.O.
14'-0"
3'-4"
12'-10"
3'-0"
1'-7"
8'-4"
6"
2'-8"
5'-11"
17'-7"
5'-3"
8"
8'-2"
2"
4"
2'-8"
5'-8"
55'-2"
75'-2"
34'-9"
ARCHITECTURAL ASPHALT 
SHINGLES
PHOTOVOLTAIC PANELS
5" GUTTER; TYP.
ALUMINUM DOWN SPOUTS; CONNECT 
TO STORM DRAINAGE
FIBER CEMENT PANEL SIDING
RUNNING BOND COLONIAL BRICK 
WITH 6" METAL STUD BACKUP
CAST STONE SILL BAND
ARCHITECTURAL 
ASPHALT SHINGLES
PHOTOVOLTAIC PANELS
5" GUTTER; TYP.
ALUMINUM DOWN 
SPOUTS; CONNECT TO 
STORM DRAINAGE
FIBER CEMENT LAP SIDING
RUNNING BOND COLONIAL BRICK 
WITH 6" METAL STUD BACKUP
CAST STONE SILL BAND
Drawing Title:
Revised By:
Date:
Description:
Revision:
Project Title:
Date:
Scale:
Drawn By:
Project Number:
Drawing Number:
SILVER  PETRUCELLI + ASSOCIATES
203 230 9007
3190 WHITNEY AVENUE  HAMDEN   CT 06518
silverpetrucelli.com
311 STATE STREET NEW LONDON CT 06320
Project Phase:
State Project Number:
1/8" = 1'-0"
1/6/2025 11:58:47 AM
A303
EXTERIOR ELEVATIONS
EAC
23.352
01/07/25
OSWEGATCHIE FIRE STATION
441 BOSTON POST RD
WATERFORD, CT 06385
NEW CONSTRUCTION
DESIGN DEVELOPMENT
1/8" = 1'-0"
1
NORTH ELEVATION
1/8" = 1'-0"
2
SOUTH ELEVATION

FIRST FLOOR LEVEL
0' - 0"
BASE OF ROOF /
MEZZANINE
12' - 0"
TOP OF ROOF
34' - 9 3/8"
A
K
D
C
E
J
B
F
H
G
9'-0"
1'-4"
13'-4"
55'-6"
6'-6"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
20'-8"
20'-8"
8'-4"
8'-4"
ARCHITECTURAL ASPHALT 
SHINGLES
PHOTOVOLTAIC PANELS
5" GUTTER; TYP.
ALUMINUM DOWN SPOUTS; 
CONNECT TO STORM DRAINAGE
FIBER CEMENT PANEL SIDING
RUNNING BOND COLONIAL BRICK 
WITH 6" METAL STUD BACKUP
CAST STONE SILL BAND
BUILDING SIGNAGE
16'-5 1/2"
1'-1"
4'-4 7/8"
8"
9'-2"
4"
2'-8"
34'-9 3/8"
FIRST FLOOR LEVEL
0' - 0"
BASE OF ROOF /
MEZZANINE
12' - 0"
TOP OF ROOF
34' - 9 3/8"
A
K
D
C
E
J
B
F
H
G
4'-7"
6'-9 1/2"
1'-8"
2'-10 3/8"
5'-0"
2'-10 1/8"
1'-8"
9 1/2"
3'-4"
6'-7"
3'-4"
6'-7"
3'-4"
6'-7"
3'-4"
6'-7"
3'-4"
7'-5 1/2"
ARCHITECTURAL ASPHALT 
SHINGLES
PHOTOVOLTAIC PANELS
5" GUTTER; TYP.
ALUMINUM DOWN 
SPOUTS; CONNECT TO 
STORM DRAINAGE
FIBER CEMENT LAP SIDING
FIBER CEMENT PANEL SIDING
RUNNING BOND COLONIAL BRICK 
WITH 6" METAL STUD BACKUP
CAST STONE SILL BAND
BUILDING SIGNAGE
34'-9 3/8"
1'-1"
9'-3 3/4"
4"
2'-8"
16'-5 1/2"
1'-1"
3'-10 1/8"
Drawing Title:
Revised By:
Date:
Description:
Revision:
Project Title:
Date:
Scale:
Drawn By:
Project Number:
Drawing Number:
SILVER  PETRUCELLI + ASSOCIATES
203 230 9007
3190 WHITNEY AVENUE  HAMDEN   CT 06518
silverpetrucelli.com
311 STATE STREET NEW LONDON CT 06320
Project Phase:
State Project Number:
1/8" = 1'-0"
1/6/2025 11:58:52 AM
A304
EXTERIOR ELEVATIONS
EAC
23.352
01/07/25
OSWEGATCHIE FIRE STATION
441 BOSTON POST RD
WATERFORD, CT 06385
NEW CONSTRUCTION
DESIGN DEVELOPMENT
1/8" = 1'-0"
1
EAST ELEVATION
1/8" = 1'-0"
2
WEST ELEVATION