Attachment A- A-300s.pdf
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- Design-Bid-Build, Repair B3 Mahan Hall, Naval War College, Naval Station Newport, Newport, RI
- Solicitation number
- N4008521R0164
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1ST LEVEL
0' - 0"
1.5 LEVEL
7' - 5 1/2"
BASEMENT
-8' - 11"
2ND LEVEL
14' - 11"
ATTIC LEVEL
29' - 10"
2.5 LEVEL
22' - 4 1/2"
ROOF LEVEL
39' - 5"
NEW FT WOOD CATW ALK,
REFER TO A-103.0
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
1/8" = 1'-0"
A-301
B
M A
H A
N H
A L
L
S E
C T
IO
N
S
B U
IL
D
IN
G
PS
12828327
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45089-415
SCALE: 1/8" = 1'-0" (A-100.5)
BUILDING SECTION - A
A1
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
T A
L
/1 7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
T A
L
/3 0/
IS
S
U E
F O
R B
ID
/3 0/
A1
A-311
SUMP PIT W/REMOVABLE
METAL FLOOR GRATE, COORD
W /MEP DRAWINGS
P
IT
D E
P
TH
4' -0
SHEET WATERPROOFING ON
PROTECTION BOARD OVER
DRAINAGE MAT
SHORE/SUPPORT EXISTING
FLOOR EDGE (4-SIDED
SACRIFICIAL FORMW ORK),
COORDINATE
W /STRUCTURAL DRAWINGS
COORDINATE
W ITH ELECTRICAL
DWGS FOR
LIGHTNING
PROTECTION
W F STEEL BEAM
ROOF FRAMING
AND ELEVATOR
HOIST BEAM,
REFER TO
STRUCTURAL
T.O.CMU
EWA-1
M10B.2M10B.2
NEW MODIFIED BITUMEN ROOF ASSEMBLY
W/RIGID INSULATION, TAPERED TO
PERIMETER GUTTER OVER METAL ROOF
DECK, REFER TO A-104.0 AND A-521
NEW PRE-FINISHED METAL
GUTTER, MATCH PROFILE AND
COLOR OF EXISTING
NEW METAL ROOF
CRICKET W/RIGID
INSULATION OVER
METAL ROOF DECK
AND LT. GA.
FRAMING, REFER
TO DETAIL
PRE-FINISHED COMPOSITE METAL
PANEL RAINSCREEN CLADDING, REFER
TO ELEVATIONS ON A-203
10-INCH LOAD-
BEARING CMU
HOISTW AY
W ALLS, REFER TO
STRUCTURAL
CAST-IN-PLACE CONCRETE
ELEVATOR PIT W ALLS,
SLAB AND FOUNDATION,
REFER TO STRUCTURAL
DRAW INGS
8'-8"CL 1'-3"
EXISTING CONCRETE
FLOOR SLAB TO
REMAIN
EXISTING STONE
MASONRY W ALL(S)
TO REMAIN
EXISTING GRANITE/MASONRY
EXTERIOR WALL
EXISTING W OOD WINDOW,
REFER TO A-202 AND A-523
FOR REPAIR SCOPE
NEW MODIFIED BITUMEN ROOF
W/RIGID INSULATION, TAPERED TO
PERIMETER, REFER TO DETAIL
NEW PRE-FINISHED METAL
GUTTER, MATCH PROFILE AND
COLOR OF EXISTING
NEW MODIFIED BITUMEN
ROOF ASSEMBLY, REFER TO
A-104.0 AND A-521
A-510
A1
35'-4"
A-510
C4
UNDERPIN/SHORE/SUPPO
RT EXISTING
FOUNDATION W ALL AS
REQ'D, COORDINATE
W /STRUCTURAL
DRAW INGS
A1
A-511
A-511
C4
A-511
B4
A-511
A4
OPP HAND
OPP HAND
1ST LEVEL
0' - 0"
1.5 LEVEL
7' - 5 1/2"
2ND LEVEL
14' - 11"
ATTIC LEVEL
29' - 10"
2.5 LEVEL
22' - 4 1/2"
A2
A-311
2'-5 1/2" 8'-4 3/4" CL
4' -0
SHORE/SUPPORT EXISTING
FLOOR EDGE (4-SIDED
SACRIFICIAL FORMWORK),
COORDINATE
W/STRUCTURAL DRAWINGS
0"
T.O.CMU
NEW MEMBRANE ROOF
W/RIGID INSULATION,
TAPERED TO PERIMETER
GUTTER OVER METAL
DECK
NEW PRE-FINISHED METAL
GUTTER, MATCH PROFILE
AND COLOR OF EXISTING
PRE-FINISHED COMPOSITE
METAL RAINSCREEN
CLADDING
ALUM. CASEMENT ROOF
ACCESS WINDOW
WF STEEL BEAM HOISTWAY
ROOF FRAMING AND
ELEVATOR HOIST BEAM,
REFER TO STRUCTURAL
10-INCH LOAD-BEARING
CMU HOISTWAY W ALLS,
REFER TO STRUCTURAL
EWA-1
M10B.2 C0A.U
CAST-IN-PLACE
CONCRETE ELEVATOR PIT
W ALLS, SLAB, AND
FOUNDATION, REFER TO
STRUCTURAL DRAW INGS
SHEET
WATERPROOFING ON
PROTECTION BOARD
OVER DRAINAGE MAT
10-INCH LT. GA. ROOF JOIST,
REFER TO STRUCTURAL
EWA-2
NEW MEMBRANE ROOFING
OVER EXISTING
CONCRETE ROOF DECK
M10B.2M10B.2
C
LE
A R
T O
C A
N O
P Y
8' -0
'-3
/2
35'-4"
A-510
C1
A-510
B1 A-510
C2
A-510
A2
UNDERPIN/SHORE/
SUPPORT EXISTING
FOUNDATION WALL
AS REQU'D.
COORDINATE
W/STRUCTURAL
DRAWINGS
ASSUMED LINE OF
ROCK PROFILE
B1
A-511
3' -0
V
.I.
F
NEW ANODIZED ALUMINUM
INTAKE AIR LOUVER, MATCH
FINISH AND COLOR OF
EXISTING ADJACENT
W INDOW S
EXISTING PRE-CAST
CONCRETE W ALL PANEL(S)
NEW INTAKE AIR DUCT
S4A.2
EXISTING ROOF EDGE/FASCIA
EXISTING PRE-CAST
CONCRETE SOFFIT
ALIGN HEAD OF NEW LOUVER
W/HEAD OF EXISTING WINDOW
A-510
A4
B4
A-510
A-511
D2
A-511
A2
A-511
B2
A-511
C2
EWA-1
A-511
B4
A-511
A4
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
A-311
B
M A
H A
N H
A L
L
S E
C T
IO
N
S
W A
LL
PS
12828328
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45090-415
SCALE: 1/4" = 1'-0" (A-311)
E/W SECTION THROUGH NEW ELEVATOR HOISTWAY
A2
SCALE: 1/4" = 1'-0" (A-311)
N/S SECTION THROUGH ELEVATOR HOISTWAY/LOBBY
A1
SCALE: 1/2" = 1'-0" (A-409)
SECTION OF INTAKE LOUVER AT WALKWAY
C4
4"0' 1 1/2" = 1'-0"
GRAPHIC SCALE: 8" 1'-4"2' 4' 8'0'
1/4" = 1'-0"
GRAPHIC SCALE:
SCALE: 1/2" = 1'-0" (A-101.5)
SECTION THRU SOUTH WALL
A5
SCALE: 1/2" = 1'-0" (A-402)
SECTION THRU EAST WALL
A4
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
T A
L
/1 7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
T A
L
/3 0/
IS
S
U E
F O
R B
ID
/3 0/
CR
CR
1ST LEVEL
0' - 0"
TO
B
O
TT
O M
O F
D E
C K
7' -1
TO
B
O
TT
O M
O F
D U
C T
6' -6
4'-2"
1ST LEVEL
0' - 0"
3'-2"
TO
B
O
TT
O M
O F
D U
C T
6' -6
TO
B
O
TT
O M
O F
D E
C K
7' -1
1ST LEVEL
0' - 0"
TO
B
O
TT
O M
O F
D E
C K
7' -1
TO
B O
TT
O
M O
F D
U C
T
6' -6
4'-2" 4'-2" 4'-2"
C1
A-312
C3
A-312
A1
A-312
ARCHIVE
STORAGE
M10A
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
KEY PLAN
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
A-312
B
M A
H A
N H
A L
L
S E
C T
IO
N
S
S
TA
C K
E D
A R
E A
PS
12828329
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45091-415
SCALE: 1" = 1'-0" (A-101.0)
SOUTH STACK SECTION
C1
SCALE: 1" = 1'-0" (A-101.0)
EAST STACK SECTION
C3
SCALE: 1" = 1'-0" (A-101.0)
NORTH STACK SECTION
A1
SCALE: 1/8" = 1'-0" (A-201)
1ST LEVEL - STACKS KEY PLAN
A4
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
T A
L
/1 7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
T A
L
/3 0/
IS
S
U E
F O
R B
ID
/3 0/
| Sheets |
| A-301 - SECTIONS - BUILDING |
| A-311 - SECTIONS - WALL |
| A-312 - SECTIONS - STACKED AREA |
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