the george washington university mount ......march 10, 2010 the george washington university ames...

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THE GEORGE WASHINGTON UNIVERSITYMOUNT VERNON CAMPUS

AMES HALL RENOVATION AND ADDITIONZONING APPLICATION SUBMISSION

MARCH 10, 2010PROJECT DATA:ZONING SUMMARY:

LOCATION: SQUARE 1374, LOT 850ZONE: R-1-A/R-1-BLAND AREA: 970,655 SF

ALLOWABLE/REQUIRED PROPOSEDAPPROXIMATE NET NEW GROSS FLOOR AREA: PER 2010 CAMPUS PLAN 26,886 SFAPPROXIMATE NEW FAR: PER 2010 CAMPUS PLAN 0.028 FAR NET NEW LOT COVERAGE: PER 2010 CAMPUS PLAN 8,855 SF

NET NEW LOT OCCUPANCY: PER 2010 CAMPUS PLAN 0.009%

HEIGHT PER 2010 CAMPUS PLAN 43’ 3” (max)1

ROOF STRUCTURE Height: 16’ 0” 18’ 6” (max) Setback: 1 to 1 Relief Required

PARKING/LOADING PER 2010 CAMPUS PLAN 1 20-foot delivery space

NOTES: 1 Height measured from grade at middle of front of building to top of penthouse COVER

SHEET

DRAWINGS:1 EXISTING CONDITIONS PLAN2 SITE PLAN3 SITE UTILITY PLAN4 EROSION & SEDIMENT CONTROL PLAN5 B3 PLAN6 B2 PLAN7 B1 PLAN8 FIRST FLOOR PLAN9 SECOND FLOOR PLAN10 ROOF PLAN11 NORTH-SOUTH SECTION12 WEST ELEVATION13 EAST ELEVATION14 SOUTH ELEVATION15 NORTH ELEVATION16 CAMPUS CONTEXT17 EXISTING CONDITIONS18 PLAT

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1 EXISTING CONDITIONS PLAN

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2SITE PLAN

LEGEND

BRICK

CONCRETE

GREEN SPACE

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3SITE UTILITY PLAN

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4EROSION & SEDIMENT CONTROL PLAN

UP

UP

239'

- 4"

239'

- 0"

OU

TLIN

E O

F BU

ILD

ING

ABO

VE

SER

VIC

EAC

CES

S

BALL

FIE

LD

UN

EXC

AVAT

ED

239'

- 4"

UP

UN

EXC

AVAT

ED

0'4'

8'16

'32

'

B3 P

LAN

SCAL

E 1/

16" =

1'-0

"

Inte

rior l

ayou

ts a

re s

chem

atic

and

may

be

subj

ect t

o ch

ange

.

ELEV

ATIO

N +

240'

UN

EXC

AVAT

ED

B3 239'

- 4"

LEG

END Bu

ildin

g En

try

The

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Addi

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5

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UP

DN

UP

UP

DN

TER

RAC

E

OU

TLIN

E O

F BU

ILD

ING

ABO

VE

UN

EXC

AVAT

ED DN

0'4'

8'16

'32

'

B2 P

LAN

SCAL

E 1/

16" =

1'-0

"

Inte

rior l

ayou

ts a

re s

chem

atic

and

may

be

subj

ect t

o ch

ange

.

ELEV

ATIO

N +

240'

250'

- 8"

250'

- 8"

250'

- 8"

B2 250'

- 8"

LEG

END Bu

ildin

g En

try

The

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and

Addi

tion

6

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UP

DN

UP

UP

UP

UP

DN

DN

DN

UN

EXC

AVAT

ED

OU

TLIN

E O

FBU

ILD

ING

ABO

VE

OPE

N T

OBE

LOW

263'

- 10

"

263'

- 4" 25

1' -

8"

UP

DN

263'

- 4"

264'

- 4"

265'

- 4"

265'

- 8"

265'

- 8"

263'

- 4"

0'4'

8'16

'32

'

B1 P

LAN

SCAL

E 1/

16" =

1'-0

"

Inte

rior l

ayou

ts a

re s

chem

atic

and

may

be

subj

ect t

o ch

ange

.

ELEV

ATIO

N +

240'

263'

- 4"

B1 263'

- 4"

LEG

END Bu

ildin

g En

try

The

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Was

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Ames

Hal

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7

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DN U

P

UP

DN

UP

OPE

N T

O B

ELO

W

OPE

N T

O B

ELO

W

OPE

N T

O B

ELO

W

(Ave

rage

Gra

de)

272'

- 0"

OPE

N T

OBE

LOW

276'

- 0"

263'

- 4"

275'

- 8"

276'

- 0"

UP

RO

OF

RO

OF

275'

- 8

3/4"

0'4'

8'16

'32

'

FIR

ST F

LOO

R P

LAN

SCAL

E 1/

16" =

1'-0

"

Inte

rior l

ayou

ts a

re s

chem

atic

and

may

be

subj

ect t

o ch

ange

.

ELEV

ATIO

N +

240'

FIR

ST F

LOO

R27

6' -

0"

LEG

END Bu

ildin

g En

try

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8

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DN

DN

DN

DN

RO

OF

BELO

WR

OO

FBE

LOW

288'

- 0"

288'

- 0"

288'

- 0"

UP

UP

288'

- 0"

RO

OF

BELO

WR

OO

FBE

LOW

288'

- 0"

OPE

N T

OBE

LOW

276'

- 0"

288'

- 0

3/4"

288'

- 0

3/4"

276'

- 0"

0'4'

8'16

'32

'

SEC

ON

D F

LOO

R P

LAN

SCAL

E 1/

16" =

1'-0

"

Inte

rior l

ayou

ts a

re s

chem

atic

and

may

be

subj

ect t

o ch

ange

.

ELEV

ATIO

N +

240'

SEC

ON

D F

LOO

R28

8' -

0"

The

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Ames

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and

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9

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314'

- 6

3/4"

300'

- 0"

288'

- 0

3/4"

288'

- 0

3/4"

276'

- 0"

276'

- 0"

292'

- 2

1/4"

292'

- 2

1/4"

8'-0" MIN.

8'-0

" MIN

.

0'4'

8'16

'32

'

SEC

ON

D F

LOO

R P

LAN

SCAL

E 1/

16" =

1'-0

"

Mec

hani

cal P

enth

ouse

and

Enc

losu

re la

yout

are

sch

emat

ic a

nd m

ay b

esu

bjec

t to

chan

ge.

ELEV

ATIO

N +

240'

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

SLO

PED

RO

OF

SLO

PED

RO

OF

SLO

PED

RO

OF

MEC

HAN

ICAL

PEN

THO

USE

MEC

HAN

ICAL

PEN

THO

USE

ELEV

ATO

R P

ENTH

OU

SE

ATR

IUM

RO

OF

ATR

IUM

RO

OF

288'

- 6

3/4"

LOW

ER R

OO

F

The

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Ames

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and

Addi

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10

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B3239' - 4"

B2250' - 8"

EXISTING B1265' - 8"±

EXISTING FIRSTFLOOR

275' - 8"±

EXISTING SECONDFLOOR

288' - 0"±

B1263' - 4"

EXISTING ROOFRIDGE

309' - 4"±

SECOND FLOOR288' - 0"

FIRST FLOOR276' - 0"

EXISTING ATTICLEVEL

297' - 4 1/4"±

PENTHOUSEHEIGHT316' - 0"

PENTHOUSE DECK300' - 0"UNDERSIDE OF

EXISTING EAVE296' - 5 3/4"±

0' 4' 8' 16' 32'

NORTH-SOUTH SECTION, LOOKING EAST

SCALE 1/16" = 1'-0"

12' -

0"

12' -

8"

12' -

8"

11' -

4"

Interior layouts are schematic and may be subject to change.

11' -

11

3/4"

10 1

/2"

8' -

5 3/

4"12

' - 4

"10

' - 0

"

16' -

0"

12' -

0"

MAXIMUM ALLOWABLEHEIGHT = 18' - 6"

The

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11

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B3239' - 4"

B2250' - 8"

EXISTING B1265' - 8"±

EXISTING FIRSTFLOOR

275' - 8"±

EXISTING SECONDFLOOR

288' - 0"±

B1263' - 4"

AVERAGE CURBGRADE AT FRONT

ELEVATION272' - 0"±

EXISTING ROOFRIDGE

309' - 4"±

SECOND FLOOR288' - 0"

FIRST FLOOR276' - 0"

EXISTING ATTICLEVEL

297' - 4 1/4"±

PENTHOUSEHEIGHT316' - 0"

PENTHOUSE DECK300' - 0"UNDERSIDE OF

EXISTING EAVE296' - 5 3/4"±

16' -

0"

12' -

0"

12' -

0"

12' -

8"

12' -

8"

11' -

4"

11'-1

1 3/

4"

10 1

/2"

8'-5

3/4

"12

'-4"

3'-8

"6'

-4"

MAXIMUM ALLOWABLEHEIGHT = 18' - 6"

SYNTHETIC SLATE SHINGLE

PRECAST CONCRETE

CLEAR GLAZING

BRICK

PRECAST CONCRETE

PRECAST CONCRETEPANEL

BRICKSYNTHETICSLATE SHINGLE

SLATE ROOF

ALUMINUM WINDOWS& FRAMES

REFURBISH EXISTINGBRICK MASONRY

SPANDREL CONCRETE PANEL

CLEAR GLAZING

CLEAR GLAZING

The

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A ddi

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12

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WEST ELEVATIONSCALE 1/16" = 1'-0"

0' 4' 8' 16' 32'

B3239' - 4"

B2250' - 8"

EXISTING B1265' - 8"±

EXISTING FIRSTFLOOR

275' - 8"±

EXISTING SECONDFLOOR

288' - 0"±

B1263' - 4"

AVERAGE CURBGRADE AT FRONT

ELEVATION272' - 0"±

EXISTING ROOFRIDGE

309' - 4"±

SECOND FLOOR288' - 0"

FIRST FLOOR276' - 0"

EXISTING ATTICLEVEL

297' - 4 1/4"±

PENTHOUSEHEIGHT

316' - 0"

PENTHOUSE DECK300' - 0" UNDERSIDE OF

EXISTING EAVE296' - 5 3/4"±

16' -

0"

12' -

0"

12' -

0"

12' -

8"

12' -

8"

11' -

4"

11'-1

1 3/

4"

10 1

/2"

8'-5

3/4

"12

'-4"

3'-8

"6'

-4"

MAXIMUM ALLOWABLEHEIGHT = 18' - 6"

SYNTHETIC SLATE SHINGLE

PRECAST CONCRETE

CLEAR GLAZING

BRICK

PRECASTCONCRETE

PRECASTCONCRETE

BRICK

SPANDREL PANEL

SYNTHETICSLATE SHINGLE

SLATE ROOF

ALUMINUM WINDOWS& FRAMES

REFURBISH EXISTINGBRICK MASONRY

SPANDREL CONCRETE PANEL

CLEAR GLAZING

The

Geo

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Was

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Uni

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Ames

Hal

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A ddi

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13

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EAST ELEVATIONSCALE 1/16" = 1'-0"

0' 4' 8' 16' 32'

B3239' - 4"

B2250' - 8"

B1263' - 4"

SECOND FLOOR288' - 0"

FIRST FLOOR276' - 0"

PENTHOUSEHEIGHT316' - 0"

PENTHOUSE DECK300' - 0"

MAXIMUM ALLOWABLEHEIGHT = 18' - 6"

16'-0

"12

'-0"

12'-0

"12

'-8"

12'-8

"11

'-4"

SYNTHETIC SLATE SHINGLE

PRECAST CONCRETE

CLEAR GLAZING

BRICK

PRECAST CONCRETEPANEL

PRECAST CONCRETE

SYNTHETIC SLATE SHINGLE

BRICK

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A ddi

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14

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SOUTH ELEVATIONSCALE 1/16" = 1'-0"

0' 4' 8' 16' 32'

EXISTING B1265' - 8"±

EXISTING FIRSTFLOOR

275' - 8"±

EXISTING SECONDFLOOR

288' - 0"±

AVERAGE CURBGRADE AT FRONT

ELEVATION272' - 0"±

EXISTING ROOFRIDGE

309' - 4"±

EXISTING ATTICLEVEL

297' - 4 1/4"±

PENTHOUSEHEIGHT316' - 0"

UNDERSIDE OFEXISTING EAVE

296' - 5 3/4"±

6'-4

"3'

-8"

12'-4

"8'

-5 3

/4"

10 1

/2"

11'-1

1 3/

4"6'

-8"

SYNTHETIC SLATE SHINGLE

PRECAST CONCRETE

CLEAR GLAZING

BRICK

SLATE ROOF

ALUMINUM WINDOWS& FRAMES

REFURBISH EXISTINGBRICK MASONRY

The

Geo

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Was

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Uni

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Ames

Hal

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15

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NORTH ELEVATIONSCALE 1/16" = 1'-0"

0' 4' 8' 16' 32'

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CAMPUS CONTEXT 16

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EXISTING CONDITIONS3. SOUTH VIEW

6. NORTH VIEW

4. SOUTH-EAST VIEW

1. WEST VIEW

5. NORTH-EAST VIEW2. SOUTH-WEST VIEW

6

5

3

1

2

4

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18