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