Design Review Board - 949 (09/10/2024)

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Board/Commission	Design Review Board
Meeting Date	September 10, 2024
Pages	5
File Size	1.2 MB
OCR Status	Searchable (OCR processed)
Source URL	Original

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A3.02
E2
A3.02
A3.01
K3
K2
C6
A4.01
G6
A4.01
FACILITIES
EQUIPMENT
GARAGE
001
HCP TOILET
003
MECH RM
002
001A
001C
001B
001D
002
003
A7.10
B10
B6
B8
B9
UP
W4G
W4B
W4G
S3A
A7.10
F3
D3
D9
F9
METAL
STUD SIZE
MAXIMUM
STUD
SPACING
DESIGN
STC RATING
FIRE
RATING
DESIGN
NUMBER
WHERE INDICATED
S3A
N/A
2 1/2"
16"
N/A
N/A
PARTITION TYPE S3A ASSEMBLY
- 2 1/2" METAL STUD
- (1) LAYER 5/8" TYPE X GWB ONE SIDE
3 1/8"
NON-HARDENING
ACOUSTICAL
SEALANT, TYPICAL
BOTH SIDES
NON-
HARDENING
ACOUSTICAL
SEALANT, EA
SIDE TYP
FLOOR FINISH
PER SCHEDULE
PROVIDE FIRE-
RESISTIVE JOINT
AT ALL RATED
PARTITIONS AS
NOTED ON PLANS,
ADD 2ND TOP
PLATE
WOOD FLOOR / ROOF
MAXIMUM
STUD
SPACING
DESIGN
STC RATING
FIRE
RATING
DESIGN
NUMBER
WHERE INDICATED
WOOD
STUD SIZE
W4B
1
2X4
16"
46
UL U305
PARTITION TYPE W4B ASSEMBLY
- 2X4 WOOD STUD
- (1) LAYER 5/8" TYPE X GWB BOTH SIDES
4 3/4"
NON-HARDENING
ACOUSTICAL
SEALANT, TYPICAL
BOTH SIDES
NON-
HARDENING
ACOUSTICAL
SEALANT, EA
SIDE TYP
FLOOR FINISH
PER SCHEDULE
PROVIDE FIRE-
RESISTIVE JOINT
AT ALL RATED
PARTITIONS AS
NOTED ON PLANS,
ADD 2ND TOP
PLATE
WOOD FLOOR / ROOF
MAXIMUM
STUD
SPACING
DESIGN
STC RATING
FIRE
RATING
DESIGN
NUMBER
WHERE INDICATED
WOOD
STUD SIZE
W4G
1
2X4
16"
46
UL U305
PARTITION TYPE W4G ASSEMBLY
- 2X4 WOOD STUD
- (1) LAYER 5/8" TYPE X GWB ONE SIDE
- (1) LAYER 3/4" PLYWOOD ONE SIDE
4 7/8"
NON-HARDENING
ACOUSTICAL
SEALANT, TYPICAL
BOTH SIDES
NON-
HARDENING
ACOUSTICAL
SEALANT, EA
SIDE TYP
FLOOR FINISH
PER SCHEDULE
PROVIDE FIRE-
RESISTIVE JOINT
AT ALL RATED
PARTITIONS AS
NOTED ON PLANS,
ADD 2ND TOP
PLATE
WOOD FLOOR / ROOF
MAXIMUM
STUD
SPACING
DESIGN
STC RATING
FIRE
RATING
DESIGN
NUMBER
WHERE INDICATED
WOOD
STUD SIZE
W4H
1
2X4
16"
46
UL U305
PARTITION TYPE W4H ASSEMBLY
- 2X4 WOOD STUD
- (1) LAYER 5/8" TYPE X GWB ONE SIDE
- (1) LAYER 3/4" HORIZONTAL TONGUE & GROOVE PLANK ONE SIDE
4 7/8"
NON-HARDENING
ACOUSTICAL
SEALANT, TYPICAL
BOTH SIDES
NON-
HARDENING
ACOUSTICAL
SEALANT, EA
SIDE TYP
FLOOR FINISH
PER SCHEDULE
PROVIDE FIRE-
RESISTIVE JOINT
AT ALL RATED
PARTITIONS AS
NOTED ON PLANS,
ADD 2ND TOP
PLATE
WOOD FLOOR / ROOF
MAXIMUM
STUD
SPACING
DESIGN
STC RATING
FIRE
RATING
DESIGN
NUMBER
WHERE INDICATED
WOOD
STUD SIZE
W4J
1
2X4
16"
46
UL U305
PARTITION TYPE W4J ASSEMBLY
- 2X4 WOOD STUD
- (1) LAYER 3/4" PLYWOOD ONE SIDE
- (1) LAYER 3/4" HORIZONTAL TONGUE & GROOVE PLANK ONE SIDE
5"
S = CONSTRUCTION TYPE
4 = WALL CONSTRUCTION DIMENSIONS
C = PARTITION TYPE
S4C
LEGEND
PARTITION TYPE
A - (1) LAYER GWB ONE SIDE
B - (1) LAYER GWB EACH SIDE
C - (2) LAYERS GWB ONE SIDE
D - (1) LAYER GWB ONE SIDE,
(2) LAYERS GWB ONE SIDE
E - (2) LAYERS GWB EACH SIDE
F - (1) LAYER GWB ONE SIDE,
(3) LAYERS GWB ONE SIDE
G-Z - REFER TO DESCRIPTION
CONSTRUCTION
C - CONCRETE
H - C-H STUDS
L - LAMINATED
M - MASONRY (CMU)
S - METAL STUD
W - WOOD STUD
WOOD STUD SIZE
0 - LAMINATED TO
SUBSTRATE
1 - 3/4" STUD
2 - 1 1/2" STUD
3 - 2 1/2" STUD
4 - 3 1/2" STUD
6 - 5 1/2" STUD
8 - 7 1/4" STUD
10 - 9 1/4" STUD
12 - 11 1/4" STUD
WALL CONSTRUCTION DIMENSIONS
M = CONSTRUCTION TYPE
8 = WALL CONSTRUCTION DIMENSIONS
S = CONSTRUCTION TYPE
1 = WALL CONSTRUCTION DIMENSIONS
A = PARTITION TYPE
M8S1A
PARTITION NAMING CONVENTION:
METAL STUD SIZE
0 - LAMINATED TO
SUBSTRATE
1 - 7/8" HAT CHANNEL
2 - 1 5/8" METAL STUD
3 - 2 1/2" METAL STUD
4 - 3 5/8" METAL STUD
6 - 6" METAL STUD
8 - 8" METAL STUD
NON-HARDENING
ACOUSTICAL
SEALANT, TYPICAL
BOTH SIDES
NON-HARDENING
ACOUSTICAL
SEALANT, EA
SIDE TYP
FLOOR FINISH
PER SCHEDULE
WOOD FLOOR / ROOF
3/4" BOARD SIDING
3/4" BATTEN WITH 1/2" OVERLAP AT BOARD
3/4" PLYWOOD SHEATHING
BATT INSULATION TO FILL STUD CAVITY
3/4" PLYWOOD
EXTERIOR
INTERIOR
AIR / WATER BARRIER
PLYWOOD INTERIOR
3/4"
5 1/2"
3/4"
3/4"
3/4"
8 1/2"
3/4" BOARD SIDING
3/4" BATTEN WITH 1/2" OVERLAP AT BOARD
3/4" PLYWOOD SHEATHING
BATT INSULATION TO FILL STUD CAVITY
3/4" HORIZONTAL PLANK
EXTERIOR
INTERIOR
AIR / WATER BARRIER
PLANK INTERIOR
3/4"
5 1/2"
3/4"
3/4"
3/4"
8 1/2"
3/4" BOARD SIDING
3/4" BATTEN WITH 1/2" OVERLAP AT BOARD
3/4" PLYWOOD SHEATHING
BATT INSULATION TO FILL STUD CAVITY
3/4" PLYWOOD
EXTERIOR
INTERIOR
AIR / WATER BARRIER
GWB INTERIOR
5/8"
5 1/2"
3/4"
3/4"
3/4"
8 3/8"
LOWER LEVEL
5/8"
5/8"
1' - 2"
3/4"
1/2"
1/2" FINISHED PLYWOOD, PAINTED
3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR
14" TJI @ 16" O.C., REFER TO STRUCTURAL DRAWINGS
12" BATT INSULATION BETWEEN JOISTS
(2) LAYERS 5/8" GWB - 1 HOUR UL CEILING
1' - 4 1/2"
FIRST FLOOR
1/4" = 1'-0"
A1.01
LOWER LEVEL PLAN
F1
N
N
KEYPLAN
TRUE NORTH
PROJECT NORTH
CENTERBROOK ARCHITECTS AND PLANNERS
PRELIMINARY NOT FOR CONSTRUCTION
C
JOB #:
DRAWING NAME:
CHECKED BY:
DATE:
DRAWN BY:
SCALE:
K
J
H
G
F
E
D
C
B
A
1
2
3
4
5
6
7
8
9
10
11
12
Civil Engineer
Structural Engineer
GNCB Consulting Engineers
1358 Boston Post Road, 2nd Floor
Old Saybrook, CT 06475
P: 860.388.1224
FAX:
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
Telephone 860.767.0175
Facsimile
Post Office Box 955
Centerbrook, Connecticut 06409-0955
Architects and Planners, LLP
67 Main Street
PHASE:
SHEET:
ISSUED:
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION.
DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF
CONSTRUCTION DOCUMENTS FROM THE ARCHITECT.
860.767.8719
Land Surveyer
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
6/24/2024 1:28:26 PM
C:\Revit Local Files\1842 Williams School Blues Pavilion and
Facilities Building A24 Central_russom95.rvt
As indicated
A1.01
MR
RL
1842
2024
LOWER LEVEL PLAN
THE WILLIAMS
SCHOOL BLUES
PAVILION & FACILITIES
BUILDING
ISSUED FOR SITE
PLAN APPROVAL
06.24.2024
0
2
4
8
N
GENERAL NOTES - FLOOR PLAN
1.
DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCE RELATIONSHIP CONTAINED ONLY IN THAT
ROOM AT AN OPPOSING OR PARALLEL WALL UNLESS NOTED OTHERWISE.
2
TYPICAL CODE-REQUIRED MANEUVERING CLEARANCES FOR ACCESSIBILITY AT DOORS IS SHOWN IN THE CODE PLANS LEGEND.
THE REQUIRED MANEUVERING CLEARANCES FOR EACH DOOR ARE SHOWN ON THE FLOOR PLAN OR LAYOUT DRAWINGS. THE
CONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE THE REQUIREMENT FOR MANEUVERING CLEARANCES WITH
SUBCONTRACTORS, VENDORS AND INSTALLERS AND VERIFY THAT THE INSTALLED WORK WILL PROVIDE THE REQUIRED
MANEUVERING CLEARANCES. REPORT ALL DEVIATIONS FROM THE MANEUVERING CLEARANCE REQUIREMENTS TO THE
ARCHITECT. DO NOT PROCEED WITH THE INSTALLATION OF ANY WORK ENCROACHING ON THE REQUIRED MANEUVERING
CLEARANCES UNTIL THE ISSUE HAS BEEN RESOLVED WITH THE ARCHITECT. MAKE NECESSARY CORRECTIONS.
3.
DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS ARE TO FACE OF STUD, TO FACE OF
MASONRY OR TO CENTER LINE OF COLUMN UNLESS OTHERWISE NOTED.
4.
ENSURE FINISH SURFACES ARE FLUSH AND SEAMLESS WHERE PARTITIONS AND/OR FURRING ARE COPLANAR.
5.
ALL PIPING, CONDUITS AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN PARTITION WALL
ASSEMBLY IN FINISHED AREA, U.N.O..
6.
PROVIDE BACKING/BLOCKING TO SUPPORT ALL WALL MOUNTED ITEMS.
7
ALL MECHANICAL PADS TO BE 4" HIGH MINIMUM. U.N.O SIZE OF PAD TO BE VERIFIED BY CONTRACTOR.
8
PITCH SLABS (AND OTHER FLOORS) TO FLOOR DRAINS, TYP.
1" = 1'-0"
EXTERIOR WALL TYPES
1" = 1'-0"
TYPICAL FLOOR ASSEMBLY
No
Name
Date

A3.02
E2
A3.01
A3.02
A3.01
K3
K2
E3
C6
A4.01
G6
A4.01
COMMUNITY
ROOM
101
WOOD
SHOP
107
COVERED
PATIO
108
PATIO
109
101B
101A
107
60' - 0"
15' - 0"
15' - 0"
15' - 0"
3' - 9"
27' - 6"
40' - 0"
50' - 0"
KITCHENETTE
106
30' - 0"
16' - 6"
TOILET
104
TOILET
103
JC
105
EQ
EQ
7' - 0"
5' - 10"
106
105
104
103
DN
ROOF
ABOVE
CORRIDOR
102
W4J
W4H
W4B
W4B
W4B
W4B
W4G
W4G
CONCRETE PAD
A7.10
H9
A7.11
F6
A7.11
F9
A7.10
B4
A7.11
B9
H6
K9
K6
D3
D6
D8
B11
B8
B6
B1
B2
B5
A7.11
H8
H2
A7.11
K8
F4
A1.03
1
***ALL INTERIOR PARTITIONS AND FINISHES ON
FIRST FLOOR TO BE PRICED SEPARATELY
16' - 8"
W4G
30' - 0"
20' - 0"
1' - 3"
30' - 0"
A1
B1
C1
AS SCHEDULED
AS SCHEDULED
AS SCHEDULED
AS SCHEDULED
AS SCHEDULED
AS SCHEDULED
D1
AS SCHEDULED
AS SCHEDULED
EQ
EQ
5 EQUAL PANELS
EQ
EQ
EQ
5' - 0"
3' - 0"
FIRE BRICK
CMU
STONE CLAD
LINTEL
5' - 1 1/4"
N
N
KEYPLAN
TRUE NORTH
PROJECT NORTH
CENTERBROOK ARCHITECTS AND PLANNERS
PRELIMINARY NOT FOR CONSTRUCTION
C
JOB #:
DRAWING NAME:
CHECKED BY:
DATE:
DRAWN BY:
SCALE:
K
J
H
G
F
E
D
C
B
A
1
2
3
4
5
6
7
8
9
10
11
12
Civil Engineer
Structural Engineer
GNCB Consulting Engineers
1358 Boston Post Road, 2nd Floor
Old Saybrook, CT 06475
P: 860.388.1224
FAX:
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
Telephone 860.767.0175
Facsimile
Post Office Box 955
Centerbrook, Connecticut 06409-0955
Architects and Planners, LLP
67 Main Street
PHASE:
SHEET:
ISSUED:
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION.
DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF
CONSTRUCTION DOCUMENTS FROM THE ARCHITECT.
860.767.8719
Land Surveyer
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
6/24/2024 1:28:26 PM
C:\Revit Local Files\1842 Williams School Blues Pavilion and
Facilities Building A24 Central_russom95.rvt
As indicated
A1.02
MR
RL
1842
2024
FIRST FLOOR PLAN
THE WILLIAMS
SCHOOL BLUES
PAVILION & FACILITIES
BUILDING
ISSUED FOR SITE
PLAN APPROVAL
06.24.2024
1/4" = 1'-0"
A1.02
FIRST FLOOR PLAN
K1
GENERAL NOTES - FLOOR PLAN
1.
DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCE RELATIONSHIP CONTAINED ONLY IN THAT
ROOM AT AN OPPOSING OR PARALLEL WALL UNLESS NOTED OTHERWISE.
2
TYPICAL CODE-REQUIRED MANEUVERING CLEARANCES FOR ACCESSIBILITY AT DOORS IS SHOWN IN THE CODE PLANS LEGEND.
THE REQUIRED MANEUVERING CLEARANCES FOR EACH DOOR ARE SHOWN ON THE FLOOR PLAN OR LAYOUT DRAWINGS. THE
CONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE THE REQUIREMENT FOR MANEUVERING CLEARANCES WITH
SUBCONTRACTORS, VENDORS AND INSTALLERS AND VERIFY THAT THE INSTALLED WORK WILL PROVIDE THE REQUIRED
MANEUVERING CLEARANCES. REPORT ALL DEVIATIONS FROM THE MANEUVERING CLEARANCE REQUIREMENTS TO THE
ARCHITECT. DO NOT PROCEED WITH THE INSTALLATION OF ANY WORK ENCROACHING ON THE REQUIRED MANEUVERING
CLEARANCES UNTIL THE ISSUE HAS BEEN RESOLVED WITH THE ARCHITECT. MAKE NECESSARY CORRECTIONS.
3.
DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS ARE TO FACE OF STUD, TO FACE OF
MASONRY OR TO CENTER LINE OF COLUMN UNLESS OTHERWISE NOTED.
4.
ENSURE FINISH SURFACES ARE FLUSH AND SEAMLESS WHERE PARTITIONS AND/OR FURRING ARE COPLANAR.
5.
ALL PIPING, CONDUITS AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN PARTITION WALL
ASSEMBLY IN FINISHED AREA, U.N.O..
6.
PROVIDE BACKING/BLOCKING TO SUPPORT ALL WALL MOUNTED ITEMS.
7
ALL MECHANICAL PADS TO BE 4" HIGH MINIMUM. U.N.O SIZE OF PAD TO BE VERIFIED BY CONTRACTOR.
8
PITCH SLABS (AND OTHER FLOORS) TO FLOOR DRAINS, TYP.
0
2
4
8
N
Room Finish Schedule - SD
ROOM
NAME
FLOOR
MATERIAL
BASE
MATERIAL
WALL
MATERIAL
CEILING
MATERIAL
NOTES
001
FACILITIES EQUIPMENT
GARAGE
SEALED
CONCRETE
-
GWB/
CONCRETE
GWB,
PAINTED
002
MECH RM
SEALED
CONCRETE
-
GWB,
PAINTED
GWB,
PAINTED
003
HCP TOILET
SEALED
CONCRETE
-
GWB,
PAINTED
GWB,
PAINTED
101
COMMUNITY ROOM
PLYWOOD,
PAINTED
-
HORIZONTAL
PLANK
GWB,
PAINTED
102
CORRIDOR
RESILIENT
TILE FLOOR
RESILIENT
GWB,
PAINTED
GWB,
PAINTED
103
TOILET
RESILIENT
TILE FLOOR
RESILIENT
GWB,
PAINTED
GWB,
PAINTED
104
TOILET
RESILIENT
TILE FLOOR
RESILIENT
GWB,
PAINTED
GWB,
PAINTED
105
JC
RESILIENT
TILE FLOOR
RESILIENT
GWB,
PAINTED
GWB,
PAINTED
106
KITCHENETTE
RESILIENT
TILE FLOOR
RESILIENT
GWB,
PAINTED
GWB,
PAINTED
107
WOOD SHOP
PLYWOOD,
PAINTED
-
PLYWOOD
GWB,
PAINTED
108
COVERED PATIO
SEALED
CONCRETE
-
-
BEADBOARD,
PAINTED
109
PATIO
PAVERS
-
-
-
DOOR AND FRAME SCHEDULE - LOWER LEVEL
DOOR
FRAME
ASSEMBLY
RATING
NOTES
TAG
NAME
WIDTH HEIGHT TYPE MATERIAL MATERIAL
001A
FACILITIES EQUIPMENT
GARAGE
3' - 0"
7' - 0"
B1
WD
WD
-
001B
FACILITIES EQUIPMENT
GARAGE
14' - 0"
9' - 0"
D1
WD
WD
-
001C
FACILITIES EQUIPMENT
GARAGE
14' - 0"
9' - 0"
D1
WD
WD
-
001D
FACILITIES EQUIPMENT
GARAGE
16' - 0"
9' - 0"
D1
WD
WD
-
002
MECH RM
3' - 0"
7' - 0"
A1
WD
WD
-
003
HCP TOILET
3' - 0"
7' - 0"
A1
WD
WD
-
DOOR AND FRAME SCHEDULE - FIRST FLOOR
DOOR
FRAME
ASSEMBLY
RATING
NOTES
TAG
NAME
WIDTH HEIGHT TYPE MATERIAL MATERIAL
101A
COMMUNITY ROOM
6' - 0"
7' - 0"
C1
WD
WD
-
101B
COMMUNITY ROOM
6' - 0"
7' - 0"
C1
WD
WD
-
103
TOILET
3' - 0"
7' - 0"
A1
WD
WD
-
104
TOILET
3' - 0"
7' - 0"
A1
WD
WD
-
105
JC
3' - 0"
7' - 0"
A1
WD
WD
-
106
KITCHENETTE
3' - 0"
7' - 0"
B1
WD
WD
-
107
WOOD SHOP
6' - 0"
7' - 0"
C1
WD
WD
-
1/4" = 1'-0"
DOOR TYPES
1" = 1'-0"
A1.02
ENLARGED FIREPLACE PLAN
J1
No
Name
Date

A3.02
E2
A3.01
A3.02
A3.01
K3
K2
E3
C6
A4.01
G6
A4.01
6" / 12"
6" / 12"
6" / 12"
6" / 12"
ASPHALT SHINGLES
PSL POST,
REFER TO STRUCTURAL DRAWINGS
3/4" WOOD TRIM, PAINTED
3/4"
7"
3/4"
3/4"
7"
3/4"
STONE CLAD PIER BELOW, TYP
2
A1.03
24" CONCRETE PIER,
REFER TO STRUCTURAL DRAWINGS
3/4"-1" THICK VENEER STONE SET IN
MORTAR BED
SPLIT-FACE GRANITE SILL MITERED AT
CORNERS AND SLOPED AWAY FROM
COLUMN
FLASHING BELOW GRANITE SILL
SEALANT
1/4" = 1'-0"
A1.03
ROOF PLAN
K1
N
N
KEYPLAN
TRUE NORTH
PROJECT NORTH
CENTERBROOK ARCHITECTS AND PLANNERS
PRELIMINARY NOT FOR CONSTRUCTION
C
JOB #:
DRAWING NAME:
CHECKED BY:
DATE:
DRAWN BY:
SCALE:
K
J
H
G
F
E
D
C
B
A
1
2
3
4
5
6
7
8
9
10
11
12
Civil Engineer
Structural Engineer
GNCB Consulting Engineers
1358 Boston Post Road, 2nd Floor
Old Saybrook, CT 06475
P: 860.388.1224
FAX:
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
Telephone 860.767.0175
Facsimile
Post Office Box 955
Centerbrook, Connecticut 06409-0955
Architects and Planners, LLP
67 Main Street
PHASE:
SHEET:
ISSUED:
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION.
DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF
CONSTRUCTION DOCUMENTS FROM THE ARCHITECT.
860.767.8719
Land Surveyer
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
6/24/2024 1:28:26 PM
C:\Revit Local Files\1842 Williams School Blues Pavilion and
Facilities Building A24 Central_russom95.rvt
As indicated
A1.03
MR
RL
1842
2024
ROOF PLAN
THE WILLIAMS
SCHOOL BLUES
PAVILION & FACILITIES
BUILDING
ISSUED FOR SITE
PLAN APPROVAL
06.24.2024
GENERAL NOTES - FLOOR PLAN
1.
DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCE RELATIONSHIP CONTAINED ONLY IN THAT
ROOM AT AN OPPOSING OR PARALLEL WALL UNLESS NOTED OTHERWISE.
2
TYPICAL CODE-REQUIRED MANEUVERING CLEARANCES FOR ACCESSIBILITY AT DOORS IS SHOWN IN THE CODE PLANS LEGEND.
THE REQUIRED MANEUVERING CLEARANCES FOR EACH DOOR ARE SHOWN ON THE FLOOR PLAN OR LAYOUT DRAWINGS. THE
CONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE THE REQUIREMENT FOR MANEUVERING CLEARANCES WITH
SUBCONTRACTORS, VENDORS AND INSTALLERS AND VERIFY THAT THE INSTALLED WORK WILL PROVIDE THE REQUIRED
MANEUVERING CLEARANCES. REPORT ALL DEVIATIONS FROM THE MANEUVERING CLEARANCE REQUIREMENTS TO THE
ARCHITECT. DO NOT PROCEED WITH THE INSTALLATION OF ANY WORK ENCROACHING ON THE REQUIRED MANEUVERING
CLEARANCES UNTIL THE ISSUE HAS BEEN RESOLVED WITH THE ARCHITECT. MAKE NECESSARY CORRECTIONS.
3.
DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS ARE TO FACE OF STUD, TO FACE OF
MASONRY OR TO CENTER LINE OF COLUMN UNLESS OTHERWISE NOTED.
4.
ENSURE FINISH SURFACES ARE FLUSH AND SEAMLESS WHERE PARTITIONS AND/OR FURRING ARE COPLANAR.
5.
ALL PIPING, CONDUITS AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN PARTITION WALL
ASSEMBLY IN FINISHED AREA, U.N.O..
6.
PROVIDE BACKING/BLOCKING TO SUPPORT ALL WALL MOUNTED ITEMS.
7
ALL MECHANICAL PADS TO BE 4" HIGH MINIMUM. U.N.O SIZE OF PAD TO BE VERIFIED BY CONTRACTOR.
8
PITCH SLABS (AND OTHER FLOORS) TO FLOOR DRAINS, TYP.
0
2
4
8
N
1 1/2" = 1'-0"
PLAN DETAIL AT COLUMN DETAIL
1 1/2" = 1'-0"
SECTION DETAIL AT COLUMN
No
Name
Date

FP-01_FIRST FLOOR
PLAN
EL. 0"
FP-00_LOWER LEVEL
PLAN
EL. -12' - 0"
FP-04_ROOF PLAN
EL. 8' - 9"
G6
A4.01
CUPOLA
WINDOW, TYP.
BOARD AND BATTEN
SIDING
GARAGE DOOR, TYP
ASPHALT SHINGLE
ROOF
CONCRETE STAIR
DOOR
OVERHANG WITH ASPHALT SHINGLES
ALUMINUM STAIR RAIL
FP-01_FIRST FLOOR
PLAN
EL. 0"
FP-04_ROOF PLAN
EL. 8' - 9"
G6
A4.01
CUPOLA
ASPHALT SHINGLE ROOF
SHINGLE SIDING
WILLIAMS BLUES LOGO
BY OTHERS
DOOR
BOARD AND BATTEN SIDING
1
A1.03
CENTERBROOK ARCHITECTS AND PLANNERS
PRELIMINARY NOT FOR CONSTRUCTION
C
JOB #:
DRAWING NAME:
CHECKED BY:
DATE:
DRAWN BY:
SCALE:
K
J
H
G
F
E
D
C
B
A
1
2
3
4
5
6
7
8
9
10
11
12
Civil Engineer
Structural Engineer
GNCB Consulting Engineers
1358 Boston Post Road, 2nd Floor
Old Saybrook, CT 06475
P: 860.388.1224
FAX:
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
Telephone 860.767.0175
Facsimile
Post Office Box 955
Centerbrook, Connecticut 06409-0955
Architects and Planners, LLP
67 Main Street
PHASE:
SHEET:
ISSUED:
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION.
DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF
CONSTRUCTION DOCUMENTS FROM THE ARCHITECT.
860.767.8719
Land Surveyer
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
6/24/2024 1:28:27 PM
C:\Revit Local Files\1842 Williams School Blues Pavilion and
Facilities Building A24 Central_russom95.rvt
1/4" = 1'-0"
A3.01
MR
RL
1842
2024
EXTERIOR ELEVATIONS
THE WILLIAMS
SCHOOL BLUES
PAVILION & FACILITIES
BUILDING
ISSUED FOR SITE
PLAN APPROVAL
06.24.2024
1/4" = 1'-0"
A3.01
NORTH ELEVATION
K3
1/4" = 1'-0"
A3.01
SOUTH ELEVATION
E3
0
2
4
8
0
2
4
8
No
Name
Date

FP-01_FIRST FLOOR
PLAN
EL. 0"
FP-00_LOWER LEVEL
PLAN
EL. -12' - 0"
FP-04_ROOF PLAN
EL. 8' - 9"
C6
A4.01
STONE CLAD PIERS
ROUGH SAWN
WOOD CLAD COLUMN
WILLIAMS LOGO BY OTHERS
ASPHALT SHINGLE ROOF
STONE CLAD FIREPLACE
WINDOW, TYP.
BOARD AND BATTEN SIDING
OVERHANG WITH ASPHLAT SHINGLES
CUPOLA
GAS GRILL INSERT BY
OTHERS
FP-01_FIRST FLOOR
PLAN
EL. 0"
FP-00_LOWER LEVEL
PLAN
EL. -12' - 0"
FP-04_ROOF PLAN
EL. 8' - 9"
C6
A4.01
ALUMINUM STAIR RAIL
STONE CLAD PIERS
ROUGH SAWN
WOOD CLAD COLUMN
CUPOLA
WINDOW, TYP.
BOARD AND BATTEN SIDING
ASPHALT SHINGLE ROOF
OVERHANG WITH
ASPHLAT SHINGLES
GARAGE DOOR, TYP
CONCRETE STAIR
1
A1.03
1/4" = 1'-0"
A3.02
EAST ELEVATION
E2
1/4" = 1'-0"
A3.02
WEST ELEVATION
K2
CENTERBROOK ARCHITECTS AND PLANNERS
PRELIMINARY NOT FOR CONSTRUCTION
C
JOB #:
DRAWING NAME:
CHECKED BY:
DATE:
DRAWN BY:
SCALE:
K
J
H
G
F
E
D
C
B
A
1
2
3
4
5
6
7
8
9
10
11
12
Civil Engineer
Structural Engineer
GNCB Consulting Engineers
1358 Boston Post Road, 2nd Floor
Old Saybrook, CT 06475
P: 860.388.1224
FAX:
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
Telephone 860.767.0175
Facsimile
Post Office Box 955
Centerbrook, Connecticut 06409-0955
Architects and Planners, LLP
67 Main Street
PHASE:
SHEET:
ISSUED:
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION.
DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF
CONSTRUCTION DOCUMENTS FROM THE ARCHITECT.
860.767.8719
Land Surveyer
Summer Hill Civil Engineers & Land Surveyors, P.C.
60 Wall Street I P.O. Box 708
Madison, CT 06443-0708
P: 203.245.0722
FAX:
6/24/2024 1:28:28 PM
C:\Revit Local Files\1842 Williams School Blues Pavilion and
Facilities Building A24 Central_russom95.rvt
1/4" = 1'-0"
A3.02
MR
RL
1842
2024
EXTERIOR ELEVATIONS
THE WILLIAMS
SCHOOL BLUES
PAVILION & FACILITIES
BUILDING
ISSUED FOR SITE
PLAN APPROVAL
06.24.2024
0
2
4
8
0
2
4
8
No
Name
Date