Page 1

A brief sample of work by

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360


The Center of Transnationalism: an Oxymoron Thesis project Spring -09 A future intercontinental high speed mag-lev train station, in the center of Istanbul, would be the ultimate infusion of the transnational world into a local urban space. Taksim Square, the cosmopolitan center of Istanbul, bustles with venders, tourists, entertainers, protesters, and commuters giving the square a unique vibrancy. The highly secured transnational space exchanges local specificity for speed and convenience. The station connects these two spaces with a continuous surface that curls up from the ground and rises through each incrementally secure level. An elevated public plane is constructed to bridge over vehicular traffic and serve as a place for the public to greet or send off passengers. The station joins the highly secure spaces of the transnational traveler with the spontaneous spaces of the local public.

94

90.2

86.1

81.5


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Site Plan

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footprint @ 86.1m above sea level track @ aprx. 100m above sea level

a

94

90.2

86.1

81.5

a

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360


12

A3.2

A3.2

3

7 110'-6"

5

5

7.1

9.3

11

31'-4"

121'-2" 16'-11"

25'-1"

1'-7"

23'-6"

16'-0"

16'-3"

2'-0" 5'-4"

26'-3" 8'-0"

4'-3"2'-0"

26'-3"

8'-0"

12'-0"

1'-7"

19'-4"

4'-0" 5'-0"

A3.2

2'-0"

6'-10" 21'-0"

10'-4" 5'-6" 2'-0"

44'-6"

2'-0"4'-0" 5'-0" 12'-0"

47'-8" 23'-6" 15'-8" 47'-6"

3

A3.2

e

6'-10"

25'-0"

d

27'-0"

3'-9" 2'-0" 5'-0" 4'-0"

D

A3.1

2

14'-4"

1'-7"

4

151'-3"

1'-7"

A3.2

27'-0"

3'-6" 2'-7" 4'-0" 1'-0"

9'-1"

111'-2"

c

8'-0"

5'-11"

13'-6"

C.3

2'-0"

C

27'-0"

B.9

b

4'-0"

B B.5

3'-0"

7"

5'-6"

A

8

A3.2

3'-6"

1'-7"

6

a 27'-0"

5'-8" 3'-0" 3'-4"

6'-0" 6'-0" 2'-0"3'-8"

7'-0"

39'-0"

10'-6"

1'-7"

1'-7"

37'-0"

1'-7"

1.3

2

4

6

8

10

1'-7" 21'-4"

3' - 0"

Deck Bearing +/21' - 10 1/2"

Sim

6"

1' - 7 1/2" 1' - 2 5/8" @ SIM

15'-3"

3

6"

PAINTED ALUMINUM GUTTER METAL SOFFIT

A3.1

6

1' - 2 1/2"

STEEL FRAMING EXTENDED CURTAIN WALL VERTICAL BEYOND METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER BATT INSULATION

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

INSULATED GLAZING

A3.1

Sim

13 A7.2

5/8" GLASS MAT SHEATHING

Sim 4'-0" 4'-0" 4'-0" 3'-0" 4'-0"2'-10" 4'-0" 2'-9"3'-0" CURB CONDITION VARIES. SEE LOW ROOF PLAN FOR DETAIL

10

30'-0" A7.2

2'-9"

4'-0"

4'-0" 3'-11"

2'-0" 2'-0" 30'-6"

8'-0"

6'-0"

2'-0"

3"

5

1

1.1

1.3

1.5

3

3.5

5

5.1

5.3

1

A8.6

7

7.1

3'-1"

2'-0"

7'-0"

29'-0"

2'-0"

STEEL FRAMING

7'-0"

10 A7.2

STEEL FRAMING

1'-7"

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

9

Clearstory Section 1 3/4" = 1'-0"

9.5

8 A7.2

Curb 14' - 0"

Sim

3" RIGID INSULATION 8" METAL STUD 3/4" PLYWOOD

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM 4" RIGID INSULATION

T.O. Steel 12' - 6"

7.5

SLOPED METAL SILL, 1/2":12" MIN

Curb 14' - 0"

1' - 3"

A3.1

1 1/2" STEEL DECKING BRACING, 4'-0" O.C.

INSULATED GLAZING ALUMINUM CURTAIN WALL SYSTEM

SLOPED METAL SILL, 1/2":12" MIN

3" RIGID INSULATION

4" RIGID INSULATION ROOF VAPOR RETARDER

5'-0" 4'-0"

2'-0" 29'-6"

154'-2" 3" RIGID INSULATION MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

2'-4" 4'-0" 5'-0"

3"

2'-0"

1' - 7 1/4"

VARIES

2'-0"

6'-0"

3"

2'-0" 2'-0" 1'-0" 2'-0" 32'-0"

1'-7"

4'-2"

1' - 3"

2'-4" 1'-6" 3'-10" 4'-0"

6"

6"

10'-6" 4'-10"

6 1/8"

1'-7"

10'-6" 1'-7"

SLOPED METAL SILL, 1/2":12" MIN

6'-10"

2" ACOUSTIC DECKING

Deck Bearing 20' - 6 1/4"

1' - 11 7/8"

I

ROOF VAPOR RETARDER

1'-7"

53'-9"

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

6 1/8"

7'-6" 1'-0"

1' - 11 7/8"

6 1/8"

4" RIGID INSULATION

2' - 8 3/8"

37'-0"

METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER

35'-1"

8'-0"

2"

4'-0" 4'-2" 6'-9" 3'-0" 1'-8"

3'-9" 24'-10"

3'-0"

13 A7.2

STEEL FRAMING 1'-8" 14'-6" 12'-0" EXTENDED CURTAIN WALL VERTICAL BEYOND

3 5/8"

2"

3'-4" 4'-0" 4'-3"

1' - 4"

VARIES

6'-4"

9'-0"

45'-4" 5/8" GLASS MAT SHEATHING

1'-0" 2'-0"

4'-6" 2'-0"

36'-0"

Deck Bearing

1' - 11 7/8"

17'-2"

61'-5"

2" ACOUSTIC DECKING

30'-0"

4'-0" 2'-4"

8'-0"

ROOF VAPOR RETARDER

11"

8'-0" 2'-6"

4" RIGID INSULATION

24'-10"

3'-8"

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

9'-0"

27'-2"

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

METAL GRAVEL STOP

12 A7.2

h

2" ACOUSTIC DECKING

6'-8" 30'-1"

8

ROOF VAPOR RETARDER

2' - 8 3/8"

1' - 4"

3 5/8"

14'-5"

EXTENDED CURTAIN WALL VERTICAL BEYOND

H

4" RIGID INSULATION

PAINTED ALUMINUM GUTTER

2"

4'-0"

3' - 0"

1' - 4"

8" 11'-4"

8" 10'-1"

29'-0" 1'-7"

19'-1"

g

16'-0"

G

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS

2' - 8 3/8"

g

20'-8" 2'-3"

1'-8"

G.1

10 3' - 0" 3 5/8"

1'-7"

10'-6"

12'-7"

6'-0" 1'-0"

4'-0"

19'-9"

COORDINATE W/ OWNER'S DUMPSTER

12'-0"

49'-2"

F

1'-7"

22' - 0"

A3.2 1

f

18'-9"

26'-11"

2

40'-2"

214'-1"

E E.4

Actual T.O. Steel 4" RIGID INSULATION

11

VARIES

ROOF VAPOR RETARDER

ROOF VAPOR RETARDER

1 1/2" STEEL DECKING

1 1/2" STEEL DECKING

13

2

A8.6

Clearstory Section 2 3/4" = 1'-0"

3

A8.6

Clearstory Section 3 3/4" = 1'-0"

Indiana Musculoskeletal Institute Graduate Intern Architect at IKM Spring -10 to Fall -12

METAL GRAVEL STOP

2' - 8 3/8"

ADHERED MEMBRANE ROOF SYSTEM WITH DECORATIVE RIBS 4" RIGID INSULATION ROOF VAPOR RETARDER 2" ACOUSTIC DECKING

Deck Bearing @ Sim VARIES

1' - 4"

Deck Bearing 22' - 11"

2"

EXTENDED CURTAIN WALL VERTICAL BEYOND METAL CLOSURE TO MATCH CURTAIN WALL, BY CURTAIN WALL MANUFACTURER 5/8" GLASS MAT SHEATHING

12 A7.2

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL

INSULATED GLAZING

1' - 11 7/8"

6 1/8"

6"

10 7/8"

SLOPED METAL SILL, 1/2":12" MIN ALUMINUM CURTAIN WALL SYSTEM

Sim

CURB CONDITION VARIES. SEE LOW ROOF PLAN FOR DETAIL

STEEL FRAMING

8 A7.2 3"

3" RIGID INSULATION MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM 3-5/8" METAL STUD

4" RIGID INSULATION ROOF VAPOR RETARDER 1 1/2" STEEL DECKING

5/8" GYPSUM WALLBOARD

VARIES

I had the opportunity to work holistically on a 45,000 square foot medical office building from project inception through construction. The project consists of 5 interdependent medical suites which are connected through a large central atrium lit from all sides with clerestory windows. The figure of the atrium results from the two orientations of the building: the West half is oriented to Site North and the East half is oriented to True North. The atrium takes on the role of a dynamic crossroads where the overlap of departments and specialties is celebrated.

12 3' - 0" 3 5/8"

Curb 14' - 0"

Curb 14' - 0"


13 9 1/4"

13

3"

1' - 3 3/4" 3 1/2"

CONTINUOUS COPING TO MATCH EXTERIOR CLADDING MATERIAL

3"

1 1/2"

Actual T.O. Steel

VARIES

3 1/2"

STEEL FRAMING

1' - 0 1/8"

4" +/-

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM 4" RIGID INSULATION

T.O. Steel 12' - 6"

1/2" BACKER BOARD

IKM Incor One PP Pittsburgh, PA

1/2" AIR SPACE 3" RIGID INSULATION

6 5/8"

VAPOR RETARDER

Actual T.O. Steel

5/8" GLASS MAT SHEATHING

VARIES

6 5/8"

6 5/8"

archite plan interior de

3" RIGID INSULATION CONTINUOUS 2x WOOD SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL

VARIES

8" METAL STUD

8 5/8"

MEMBRANE ROOF COUNTER-FLASHING

METAL GRAVEL STOP

2"

4" RIGID INSULATION ROOF VAPOR RETARDER

1 1/2" STEEL DECKING

MEMBRANE ROOF FLASHING

5 5/8"

5/8" GLASS MAT SHEATHING

T.O. Steel

CONTINUOUS 2x WOOD

CONTINUOUS CLEAT

6"

2" 6"

VAPOR RETARDER

1 1/2" STEEL DECKING

Parapet 14' - 0"

MEMBRANE ROOF FLASHING MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

3 1/2" NAILBOARD

ROOF VAPOR RETARDER

3"

A8.1

3" RIGID INSULATION

30# BUILDING FELT

4" RIGID INSULATION

3"

9

CONTINUOUS 2x WOOD

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

MEMBRANE ROOF FLASHING MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

10 1/4"

CONTINUOUS CLEAT

CONTINUOUS WOOD BLOCKING CONTINUOUS 2x WOOD

1' - 6" @ SIM.

CONTINUOUS CLEAT

4"

1" +/-

Parapet 14' - 0" 4 1/2"

8"

9 A8.1

1' - 5 1/4" +/-

Parapet @ Sim 16' - 0"

3 1/2"

Parapet 14' - 0"

ROOF VAPOR RETARDER

6" METAL STUD

1 1/2" STEEL DECKING 4" +/-

6 5/8"

STEEL FRAMING

6 5/8"

10 5/8" +/-

4

A8.1

5

Gravel Stop 1 1/2" = 1'-0"

A8.1

6

Typical Parapet 1 1/2" = 1'-0"

A8.1

Slot Parapet - Small 1 1/2" = 1'-0"

13

1' - 3 3/4" 3 1/2"

1/2" AIR SPACE

1/2" AIR SPACE

3" RIGID INSULATION BETWEEN Z FURRING

3" RIGID INSULATION

VAPOR RETARDER

A8.1

5/8"

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

1" SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL 1/2" BACKER BOARD

FASTEN TO HORIZONTAL Z-FURRING

FASTEN TO HORIZONTAL Z-FURRING

WEEP

CLIP ANGLE TO PROVIDE FRICTION FIT

8

Metal Panel Assembly @ Soffit 3" = 1'-0"

A8.1

VAPOR RETARDER 5/8" GLASS MAT SHEATHING

30# BUILDING FELT

MEMBRANE ROOF FLASHING

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES CONTINUOUS 2x WOOD

HOT-AIR WELD

8" METAL STUD 1 1/2"

6" METAL STUD

4 1/2"

BATT INSULATION

SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL

5/8" GLASS MAT SHEATHING

1/2" BACKER BOARD

METAL JAMB

MEMBRANE ROOF COUNTER-FLASHING

30# BUILDING FELT

VAPOR RETARDER

1/2" AIR SPACE

3" RIGID INSULATION

CONTINUOUS 2x WOOD

METAL GRAVEL STOP BEYOND

1 1/2" 1' - 2 1/2"

1 1/4"

9

Metal Panel Assembly 3" = 1'-0"

5/8" GYPSUM WALLBOARD

CONTINUOUS CLEAT

SEAL WITH BUTYL TAPE

SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL 1/2" BACKER BOARD

6"

8 5/8"

3 1/2" NAILBOARD

3" RIGID INSULATION

8" METAL STUD 1 1/2"

1"

7

30# BUILDING FELT

3"

5/8" 3"

1 1/2"

1' - 0 3/4" 4 1/8"

VAPOR RETARDER

3 1/2" NAILBOARD

5/8" GLASS MAT SHEATHING

1 1/2"

13

1' - 6 3/4"

3"

VAPOR RETARDER

VAPOR RETARDER

5/8" GLASS MAT SHEATHING

3"

9 1/4"

5/8" GLASS MAT SHEATHING

A8.1

4 5/8"

6 5/8"

3"

1' - 5 1/4"

10 Slot Detail

Parapet @ Slot 1 1/2" = 1'-0"

A8.1

1 1/2" = 1'-0"

13 1' - 5 1/4"

13 Typ

5 A8.1

Parapet 14' - 0" 1' - 0"

3" RIGID INSULATION

5' - 8"

7' - 8" @ SIM

WEEPS

T.O. Sill 1' - 6" AFF 5/8" GYPSUM WALLBOARD

CONTINUOUS CLEAT

INTERIOR VAPOR RETARDER

SEALANT WITH BACKER ROD

2" RIGID INSULATION

SHIM AS NEEDED

VARIES

CONTINUOUS 2x WOOD

1 1/2" STEEL DECKING

BATT INSULATION

ALUMINUM DRIP

Typ

CONTINUOUS WOOD BLOCKING

Actual T.O. Steel 4" RIGID INSULATION

4" RIGID INSULATION

6 A8.1

METAL GRAVEL STOP

5/8" GLASS MAT SHEATHING

1/2" BACKER BOARD SMOOTH METAL TO MATCH EXTERIOR CLADDING MATERIAL CLIP ANGLE TO PROVIDE FRICTION FIT

Parapet 14' - 0" MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

3 1/2" NAILBOARD

Actual T.O. Steel

1 1/2" STEEL DECKING

5/8" GYPSUM WALLBOARD 6" METAL STUD

1/2" AIR SPACE

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

VARIES

6 5/8"

3" RIGID INSULATION

CONTINUOUS 2x WOOD

Parapet 14' - 0" 5 A8.1

3" RIGID INSULATION

3 5/8"

VAPOR RETARDER

CONTINUOUS COPING TO MATCH EXTERIOR CLADDING MATERIAL

CONTINUOUS 2x WOOD

MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM

1"

13

1"

13

2' - 0" @ SIM

CONTINUOUS COPING TO MATCH EXTERIOR CLADDING MATERIAL

SITE CAST CONCRETE KNEE WALL 2 1/8"

8"

6"

2 5/8" 1' - 4 5/8"

STEEL FRAMING 1 1/2" STEEL DECKING

11 Slot Base

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

A8.1

30# BUILDING FELT

1 1/2" = 1'-0"

13

3 1/2" NAILBOARD

CEILING SYSTEM, SEE REFLECTED CEILING PLAN

1' - 0 3/4" 3 1/2"

8"

EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

6"

9 1/4"

1 A7.1

1"

11' - 6" 13' - 0"

14' - 0" @ SIM

3 A7.1

SMOOTH METAL WALL PANELS TO MATCH EXTERIOR CLADDING MATERIAL 1/2" BACKER BOARD

5/8" GYPSUM WALLBOARD

BATT INSULATION CONTINUOUS WOOD BLOCKING

WEEP

3" RIGID INSULATION

SHIM AS NEEDED

CONTINUOUS CLEAT

VAPOR RETARDER

SEALANT WITH BACKER ROD

5/8" GLASS MAT SHEATHING

8" METAL STUD

8" METAL STUD

3 1/2" NAILBOARD EXTERIOR METAL CLADDING. SEE SHEET A0.GN FOR BASE BID AND ALTERNATES

CEILING SYSTEM, SEE REFLECTED CEILING PLAN 1/2" AIR SPACE

1"

2' - 0" R.O. 14' - 0"

16' - 0" @ SIM

2 A7.1

5"

2 1/8"

8"

2 5/8"

6" METAL STUD VAPOR RETARDER

5/8" GLASS MAT SHEATHING 4' - 10"

6"

SITE CAST CONCRETE KNEE WALL

6"

10 A8.1

2" RIGID INSULATION BETWEEN Z FURRING INTERIOR VAPOR RETARDER

1' - 6"

5/8" GYPSUM WALLBOARD

5/8" GYPSUM WALLBOARD BASE - SEE FINISH SCHEDULE FOR TYPE

No.

CONCRETE SLAB OVER GRANULAR FILL

VARIES SEE CIVIL

14' - 6" @ SIM

5/8" GLASS MAT SHEATHING VAPOR RETARDER

5/8" GLASS MAT SHEATHING

Level 1 0"

8" METAL STUD

Date

Descript

Rev

D

1 Ju 6"

5/8" GYPSUM WALLBOARD 6" BATT INSULATION

11 A8.1

1' - 6" 6"

6"

Level 1 0"

CONTINUOUS CONCRETE FOOTING

2' - 8"

Project Ind Musculoske Inst

COSM

PERIMETER DRAIN, ADD ALTERNATE #7

Level 1 0"

EXTERIOR GRADE OR CONCRETE PAVING, SEE SITE PLAN

2" RIGID INSULATION BETWEEN Z FURRING

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7

Drawing Wall Sectio Typ

DRAINAGE MAT, ADD ALTERNATE #7 2' - 2"

2' - 8"

DRAINAGE MAT, ADD ALTERNATE #7 2' - 2"

2' - 8"

DRAINAGE MAT, ADD ALTERNATE #7

PERIMETER DRAIN, ADD ALTERNATE #7

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7

2" RIGID INSULATION BETWEEN Z FURRING

SITE CAST CONCRETE KNEE WALL 2" RIGID INSULATION BETWEEN Z FURRING

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7

INTERIOR VAPOR RETARDER SITE CAST CONCRETE KNEE WALL

VARIES SEE CIVIL

1' - 6"

VARIES SEE CIVIL

VARIES SEE CIVIL

1' - 6" 6"

Level 1 0"

EXTERIOR GRADE OR CONCRETE PAVING, SEE SITE PLAN

EXTERIOR GRADE OR CONCRETE PAVING, SEE SITE PLAN

DRAINAGE MAT, ADD ALTERNATE #7

Sim

CONCRETE SLAB OVER GRANULAR FILL

2' - 8"

12 A8.1 CONTINUOUS 2x WOOD

2' - 2"

6" BATT INSULATION

2' - 2"

14' - 0"

3 1/2" NAILBOARD

VAPOR RETARDER

16' - 0" @ SIM

12' - 6"

3"

30# BUILDING FELT

GRAVEL WRAPPED BY FILTER FABRIC, ADD ALTERNATE #7 PERIMETER DRAIN, ADD ALTERNATE #7

PERIMETER DRAIN, ADD ALTERNATE #7

12 A8.1

12 A8.1

Sim

CONTINUOUS CONCRETE FOOTING CONTINUOUS CONCRETE FOOTING

Project Num

10-0 1

A8.1

Typical Wall Section 3/4" = 1'-0"

2

A8.1

Wall Section Through Horizontal Window 3/4" = 1'-0"

3

A8.1

Wall Section @ Slot 3/4" = 1'-0"

12 Typical Wall Base Detail

A8.1

1 1/2" = 1'-0"

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360

Drawing Num

A


9.3

9

7.5

12

11

9.5

10

8

6.8

13

5 A4.1

204

1' - 2"

P1A

5' - 10 1/4"

1

10' - 2"

8' - 6 1/2"

16' - 4"

6' - 8"

P1A 9 1/8" 16' - 5 7/8"

1

14' - 2"

29' - 0"

38' - 1 7/8" 20' - 10"

16' - 4"

18' - 9"

202

6' - 8"

14' - 8 3/4"

6' - 4 3/8"

5"

3' - 1 1/4"

1

8 1/8"

P1A

19

201

A5.11 201

P1A

P1A

PUBLIC

2 TOILET

P2C

107

3

A4.7 107

1 A4.7

P1

103

5' - 4 7/8"

500

2 5/8"

1' - 2 5/8"

3' - 4" 2' - 6 3/8"

EQ

PUBLIC TOILET 105

P1A

P2

P2C

P6

e

EQ

8' - 6 3/8"

3' - 8"

1' - 7 1/4"

FIELD VERIFY 1' - 2 5/8"

8' CEILING HEIGHT

P1C

P8

FEC

P1A

16' - 4"

21' - 4"

RETAIL

16 LIGHTS EQUALLY SPACED

56' - 5 1/8" FIELD VERIFY

E.4

A5.2

106

106

15' - 11 3/8"

4

JANITOR

105

6' - 6"

OPEN TO ABOVE

d

TRANSCRIPTION

27' - 0"

OPEN TO ABOVE

6' - 10 7/8"

A5.4

37' - 3 1/8"

8' CEILING HEIGHT

E

3

2

8' - 6 1/2"

D 5' - 0"

1' - 11"

A5.5

P1A MEDICAL ASSISTANT

1' - 10"

4' - 8 1/8"

10 7/8"

4

202

2 2' - 7 1/8"

1

209

1 A7.6

12' - 11"

A5.3

P1A

c

RECEPTION

8' - 7 3/8"

3

CORRIDOR 210

4

104

3' - 4 5/8"

11' - 3"

3' - 4"

24' - 9"

RETAIL HOLDING

208B

DEPRESS CONCRETE SLAB .325"

DEPRESS CONCRETE SLAB .325" 6' - 6"

19' - 9"

208

27' - 0"

C.3

207B DISCHARGE

200

3' - 3" 7 1/8"

EQ

208A

9' - 8"

10' - 6" COSM WAITING

OPEN TO ABOVE

6' - 0"

2' - 8 1/2"

EQ

207A

6"

8' CEILING HEIGHT

P1A

5' - 0"

207

4"

10' - 0"

C

DISCHARGE

14' - 8 3/4"

P2A

203

A5.3

8' CEILING HEIGHT

P2

27' - 4 7/8"

3' - 0"

COATS

8 9' - 8 1/4"

REGISTRATION

P1A

27' - 0"

302B

6

206A

205

A5.3 PATIENT

b P1A

9' - 0"

9

206

P1A

EDUCATIONAL SPACE

302

7

FEC

P1A

BILLING OFFICE

P1A

A5.3

MECHANICAL

FEC

P1A

13' - 0"

11' - 2 1/4"

P1A

B.9

5

300A

B.5

2' - 0"

5' - 0"

302A

A5.9 10

6"

12' - 1 1/8"

1' - 3 3/8"

B

6' - 6"

205

7 A4.1 5' - 1 1/8"

A5.4

2

42' - 11 1/8"

6' - 7 1/8"

f

10' - 2 3/8"

REF.

8' CEILING HEIGHT

1' - 2 7/8"

1' - 2 5/8"

20' - 10"

16' - 4"

A5.1

OPEN TO ABOVE

19' - 9"

6' - 6"

19' - 1"

A5.2

12' - 6 1/8" 8' 8" CEILING HEIGHT

P1A

2 P1A

P2A

16' - 0"

10' CEILING HEIGHT

3' - 3" 5' - 9 5/8"

P2 P1A

EQ

EQ

5' - 4 1/8"

P1D

3' - 4" 3' - 0 5/8"

g

3' - 2"

5 6

6' - 8"

1' - 7 1/2"

7' - 1 3/4"

42' - 4 3/4"

P8

18' - 4 1/2"

P8 OPEN TO ABOVE

2

100B 29' - 0"

1

VESTIBULE

A5.1

100

DEPRESS CONCRETE SLAB .325"

A5.1

25' - 2 5/8"

3

9' - 4 7/8"

4

7' - 10 1/8"

FEC

1' - 2 1/8"

3' - 0"

8' - 11 1/2"

1' - 4"

4' - 0"

103

2' - 0"

1' - 1"

6' - 8"

3' - 2"

3

P2A

101

11"

1

ATRIUM

600A

2' - 3 3/4"

8' CEILING HEIGHT

EQ

15' - 3 1/2" FIELD VERIFY

4' - 6 5/8"

EQ

400 3' - 4"

4' - 7 5/8"

102

631

EQ

13' - 11"

EQ

P2A

1' - 8"

5' - 0"

PT ENTRANCE

1' - 3 5/8"

G

10 7/8"

G.1

14' - 3 1/2"

P1A

EQ

6 1/4"

15' - 1 1/8"

FIELD VERIFY 3' - 2"

8' - 1 3/4"

17' - 5 3/4"

P1A

24' - 8"

12' - 8 1/4"

29' - 0"

FEC 4' - 0 1/2"

1' - 0 1/2"

18' - 9"

P2A 18' - 9"

P1A

16' - 0"

8' - 0"

F

P1A P2A

2

A3.6

h


1

1.1

1.5

1.7

3

3.5

5

5.1

5.3

7.1

7

7.5

9

9.3

9.4

11

9.5

13

6 A8.6

8 A8.6

3 A8.6

5 A8.6

1 A8.1

2 A8.1

Sim

T.O. High Roof 24' - 0"

Parapet 16' - 0"

SMALL TREATMENT

PT GYM

OT TREATMENT

OT AREA

419

432

T.O. Steel 12' - 6" VARIES

GYPSUM BOARD BULKHEAD

POLYCARBONATE BORROWED LIGHT

RETAIL

416

418

103

ATRIUM 101

PUBLIC TOILET 107

EXAM 215

CORRIDOR 212

EXAM 216

EXAM 218

CORRIDOR

EXAM 223

220

Level 1 0"

4

4.1

4.2

6

6.2

6.4

6.8

8

10

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360

12 O.H.

2

2


2'1-3/16"

UP

1-1

3"

5.7°

0-3

/8"

back

BACK

.0 °

seat

1-1 /4"

°

/4"

7-3/4"

3" 3"

3 2 .0

6-3/4"

90.0°

3"

58

SEAT

3-1/16"

top edge

1-3 /4"

3"

0-3 /8"

5-7/16" 2-7 /16 "

DOWN bottom edge 10-13/16"

4-3/4"

9-11/16"

80 .1 °

10

8.2

UP

DOWN

71

.8°

top edge 98

.3

°

bottom edge

Swing in Schenley Self initiated project Fall -09 As a temporary gift to the public and as a permanent gift to my wife I designed, fabricated, and installed a swing off-trail in one of Pittsburgh’s largest parks. The swing’s seat is a loop that outlines an edge of a trapezoidal prism. Rough sawn black locust was used for its durability, appearance, and availability. The swing was hung from a tree overlooking a creek where it remained until Spring.

back

°

seat

10

8.2

°


Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360


The design of the porte cochère in phase one had to anticipate the future design of the atrium and infill in terms of aesthetic and technical requirements.

Exterior

Interior

0.5

Ruby Memorial Hospital Atrium

5 A501

Project Architect at IKM Summer -12 to Present

PRECAST CONCRETE CAP

6' - 0"

INTEGRAL ILLUMINATED SIGN, SEE SPECIFICATIONS FOR MOCK UP REQUIREMENTS

3

1 A502

A201

6 A502

LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

METAL PARAPET BEYOND

2' - 6"

2' - 0"

ACCESS PANEL

SINGLE PLY ROOF MEMBRANE SYSTEM

METAL COPING

PRECAST CONCRETE PANEL

METAL PANEL SYSTEM

7 A300

5' - 10 1/2"

IKM was hired by West Virginia University Healthcare to revise the entrance experience of their flagship, Ruby Memorial Hospital. The existing condition included a patient drop-off tucked beneath the footprint of the building. IKM’s strategy was to move the drop-off sequence out from beneath the existing tower’s footprint, infill this newly claimed space with three floors of new and expanded program, and design a four story atrium through which entrance occurs. The project requires extensive phase coordination which include the re-routing of vehicular traffic on the campus, four new elevators, a new emergency department, an expanded childrens’’’’ hospital, an eleven story bed tower and many smaller renovation and expansion projects.

4 A501

CONTINUOUS LINEAR WOOD SOFFIT S

11' - 4"

PRECAST CONCRETE PANEL

4 A300


Opp.

H.3 K.2

0.6

3

16 A504

A500

0.7

1 A500

1 4 ASK A5031

2' - 8" 1' - 4"

0.9

Typ TEMPORARY PRECAST CONCRETE CAP BEYOND

Arch Soffit 1110' - 10"

1' - 4" SLOPED GLAZING ASSEMBLY

1

2 A503

METAL PANEL SYSTEM

3 A503

A202

T.O. Fascia 1108' - 4"

1' - 5"

6

HVAC PIPING FOR EAST PIER ONLY, SEE PLUMBING DRAWINGS

23' - 10"

9' - 8"

11

A503

6' - 6"

A503

T.O Steel @ Lowpoint 1106' - 7"

7 A503

7' - 8"

0.9

1

B.O. Wood Soffit 1102' - 5 1/2"

4째

20 A504 2' - 0"

LAMINATED GLASS

STEEL FRAMING, SEE STRUCTURAL DRAWINGS

ALUMINUM RAFTER

10

ALUMINUM PURLIN

A300

EXPOSED STEEL STRUCTURE

9 A300

3"

3" METAL FACED RIGID INSULATION

21 A504

ALUMINUM GUTTER AND DOWNSPOUT BY SLOPED GLAZING CONTRACTOR

PRECAST CONCRETE PANELS BEYOND

PRECAST CONCRETE PANELS CONNECTIONS BY PRECAST CONTRACTOR

9' - 10"

5" PRECAST CONCRETE PANELS, CONNECTIONS BY PRECAST CONTRACTOR

3 A300

1 A500 4' - 9"

STORM DRAIN, SEE PLUMBING DRAWINGS

Level 1 1090' - 10"

COLD WATER RISER FOR EAST PIER ONLY, SEE PLUBMING DRAWINGS WALL HYDRANT FOR EAST PIER ONLY, SEE PLUMBING DRAWINGS

2

STEEL FRAMING, SEE STRUCTURAL DRAWINGS

A202

0.7

SPRAY ON CEMENTITIOUS FIREPROOFING, SEE FIREPROOFING SCHEDULE

0.7

3/8" = 1'-0"

SEE PAGE A000 FOR MOCK UP REQUIREMENTS

0.9

1

1' - 5"

0.6

Section at Canopy

CONDUIT TO RECESSED J-BOX, SEE ELECTRICAL DRAWINGS; SIZE AND QUANTITY AS REQUIRED BY E.C. EXISTING ENTRANCE ARCH

3 A500

T.O. Arch 1116' - 10"

EXISTING STRUCTURE BEYOND

4

7

2

A201

A504

A500

9 A502 3"

M

1 A502 1' - 11"

Sim

3" THERMAL REVEAL

SKYLIGHT

TEMPORARY PRECAST CONCRETE CAP

PRE-PLANTED MODULAR TRAY ROOF SYSTEM W/ INTEGRATED ROOF PAVERS AT PERIMETER

SINGLE PLY ROOF MEMBRANE SYSTEM

Arch Soffit 1110' - 10"

METAL COPING BEYOND

PRECAST CONCRETE PANEL

T.O. Fascia 1108' - 4" METAL PANEL SYSTEM 3' - 7"

T.O Steel @ Lowpoint 1106' - 7"

6

4째

CONTINUOUS LINEAR WOOD SOFFIT SYSTEM

33' - 8"

2' - 3 1/2"

A300

SYSTEM

B.O. Wood Soffit 1102' - 5 1/2"

34' - 5"

2' - 7"

82' - 0" TO FACE OF EXISTING BUILDING

11' - 7 1/2"

PRECAST CONCRETE PANEL

2 A300

Level 1 1090' - 10"

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360


New Elevators

Administration Gift Shop Storage

Dry Storage

Wellness

Concierge

Wheelchair Storage

Cafe

Bathroom

Gift Shop

Cold Storage

Up

Level 1

Day Surgery Waiting

Day Surgery Waiting New Elevators

Dn

Physical Therapy

Up

Employee Health

Open to Below

Level 2

New Elevators

The atrium design began by considering the assent from ground floor to the fourth floor. Instead of one grand stair programmatic “hot spots” were identified along a path that movel along the perimeter of the atrium. Connecting the “hot spots” with a series of stairs creates spaces of various scales along the outer volume of the atrium.

Dn

Open to Below

Outpatient Diagnostic

Cardiac & Cascular Service Expanded Dn

Up

Stadium Overlook

Mountain Climbing

Level 3 atrium

New Elevators

Dietary Services

Dn

Existing Pharmacy

Dn

Open to Below Open Dining

Outdoor Dining

Outdoor Dining

Level 4

ambulation around and through the atrium at a varied rate


Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360


An Urban Court Self initiated project Fall -12 This project stemmed from an interest in how solid figures might define a central space that seemlessly connects to an exterior. Blurring its boundary with the exterior complicates the reading of the central space as a unified whole. Rather it is read a series of fluid spaces that demonstrate a mutual dependence with the solid figures. A very prominant and under used site was picked in Pittsburgh’s central business district and programmed by activities that intentionally demonstrate a ranging level of intimacy with their space: a bicycle shelter, commuter showers and lockers, a hostel, and condominiums. Creating a shared central volume that is not perceptible in its entirety brings these disparate occupancies together yet maintains intimacy and individuation.

Level 4

Level 7

Level 3

Level 6

Level 2

Level 5


Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360


A brief sample of work by

Natale Cozzolongo (e) ncozzolo@gmail.com (c) 609 502 0360

Please contact me for an expanded worksample, resume, references or if you have any other questions.

Š 2013


A brief work sample  

A brief sample of architecturally related projects by Natale Cozzolongo in collaboration with others.

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