Arch. Jorge Fabregat Resume + Portfolio

Page 1

Resume + Portfolio JORGE FABREGAT Master in Architecture Degree

Florida International University School of Architecture + The Arts

Address: 15210 Sw. 36th Terrace. Miami. FL. 33185. Phone: 786. 506. 3815 305. 480. 9740 email: fabregat28@gmail.com




Jorge Fabregat Master in Architecture Degree

15210 sw 36th terrace, Miami.FL. 33185 ph. (786. 506.3815) email. fabregat28@gmail.com

link to portfolio: http://issuu.com/jorgefabregat/docs/portfolio


JORGE FABREGAT

Master in Architecture Degree Florida International University School of Architecture + The Arts

I would like to take advantage of this opportunity to introduce myself,

My name is Jorge Fabregat. I’m an Architect, who graduated with a Master in Architecture degree from Florida International University School of Architecture + The Arts. My working experience encompasses 10 years of a broad spectrum from Land Survey field to almost all areas in the architectural field. I have experience working on projects on every phase such as schematic design, preliminary design, design development, construction documents and construction administration. I started as a draftsman before graduated which gave me a strong technical base in computing drafting (Autocad-Revit) and a strong experience working in teams under the supervision of architects, engineers, project managers, principals and director of departments on a variety of projects and tasks. In addition, the years of education at the School of Architecture and my academic travels to London, Madrid, Barcelona, Paris, Berlin and Tokyo has given me the opportunity to have a well rounded architectural education resulting in a vital force for my future career as a professional. Today, I’m in the pursuit of being part a company where I can continue growing as a young architect. Therefore; I would like to express my deepest interest in working for a company I admire so much because of its design approach, philosophy, professional quality and engagement in the community; a practice that orbits around a concept I deeply believe in. Therefore, in my opinion, the challenges and professional exposure for young architects provided by this company has no comparison with any other company in the city of Miami. The contribution of this practice to the region through the experimentation on its pursuit to revitalize the great Florida Modern Architecture is something and deeply believe in as an architect and would love the be part of. To follow, you can find my resume which describes my experience and also a condensed portfolio of my academic work at Florida International University School of Architecture. It is my genuine interest to be part of this excellent company with such a great projection towards young architects.

I would like to thank you in advance for this opportunity and consideration.

Attentively,

Jorge Fabregat


EMPLOYMENT HISTORY

( 2016 / Present )

Nichols Brosch Wurst Wolfe & Associated ( Assistant to project manager) 161 Almeria Avenue, Coral Gables, FL 33134. ( 305. 443. 5206 )

Supervisor: Donald Wolfe (partner and vicepresident)

Involved in all phases from schematic design, constructions documents to permit revisions. Coordination with structural, mep, civil and landscape consultants together with interior design group provided by the client.

Merrick Park Hotel (2016) 123 Aurora Street. Coral Gables (Total of 135 units)

93 Miracle Mile Boutique Hotel (2019) 93 Miracle mile. Coral Gables (Total of 88 units)

Residence Inn Hotel by Marriott (2016) 350 Navarre Avenue. Coral Gables (Total of 166 units)


Turnberry Isle Resort Amenities Expansion (2017) 19999 W. Country Club Dr., Aventura

(Project Manager)

Turnberry Isle Resort Amenities Expansion covered over 207,154 Sq.Ft. of pool deck expansion and 10,800 Sq.Ft distributed in 5 small amenity buildings; a new Entry Building for ticketing sales, gift shop and administrations offices, a new Pool Bar building, Laguna Grill Restaurant, a First Aid building and a Restroom building. Project Archtect and Project Manager since the beginning of the project. Involved in all phases from schematic design, constructions documents to construction administration. Coordination with structural eng., mep eng., civil eng., interior designer, landscape architect and pool engineer consultants.


Fontainebleau Resort Ballroom Expansion (present) 4441 Collins Ave, Miami Beach, FL 33140

(Assistant Project Manager)

The project consisted in the extension of the Fontainebleau Resort legacy in Miami Beach; a tradition that has been consistent over the decades. The expansion project has a total area of 175,000 Sq.Ft. that includes two levels of underground parking, seven great ballrooms, several meeting rooms and a roof terrace for special events serviced by a full commercial kitchen.

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The design concept of the building was inspired by the MiMo architecture heritage characteristics of Miami Beach and by Morris Lapidus bow tie signature, reflected in the diamond shaped clad elements applied to the solid mass of the building and on the zigzag geometry of its curtain wall system.

Involved since the first conceptual design ideas together with partner in charge Don Wolfe to the whole design development process of the final product. Duties included design presentation meetings with owners and city officials, coordination with consultants, material manufactures, contractors, among other.

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Keewaydin Island Resort (2019) Keewayding Island, Naples.FL

(Design Architect)

The site provided an unique opportunity to develop an ecological resort on a barrier island that could only be reached by boat. Together with an amazing client, an array of cottages were developed for a total of 56 exclusive energy sustainable units In charged of the overall design of the units , amenities spaces and site planning; all with the close collaboration of the design team and client.

FAMILY CLUSTER

160

20 ft

MARINA SHOP & RETAIL

MAINTENANCE BUILDINGS

ING E IST C EX IDEN S RE

ft 85

20 ft

28

ft

ft

+13'

EX IST ING

ft

LO D

GE

62 ft

70

44 ft

38

+0'

ft

"A" COTTAGES (3 KEYS / 3 BEDS)

292

+13'

ft

G TIN E EXIS ENC ID RES

17 ft

17 ft

62 ft 38

62

"C" COTTAGES (2 KEYS / 4 BEDS)

ft

+6.5'

ft

76

+0'

ft

"B" COTTAGES (2 KEYS / 3 BEDS)

PROPOSED PAVILION PROPOSED TIKI HUT 1,000 SF

195

12 ft

12

8 ft

ft PROPOSED PAVILION 1,900 SF

PROPOSED POOL AT GRADE

PROPOSED WELLNESS CENTER 1,900 SF "D" Cottages (1 KEY / 2 BEDS)

06.10.2019

DN

BRIDGE ENTRANCE

DN

13' - 7"

CL

UP

POOL

SUITE CL

KITCHEN

ROOF

1

A4 22' - 4"

A4

LIVING AREA

MASTER SUITE

1,255 SF

MASTER BATHROOM

13' - 7"

MECH.

WOOD DECK SUN DECK

W.I.C.

PLANTER

29' - 0"

29' - 0"

BATHROOM OUTDOOR TERRACE

1

POWDER

PLANTER

29' - 4 1/4"

10' - 0"

1 A2

50' - 0"

SECOND LEVEL FLOOR PLAN 1/4" = 1'-0"

2

COTTAGE D _ 1 KEY, 2 BEDS 1,255 SF.

A2

ROOF LEVEL FLOOR PLAN 1/4" = 1'-0"

KEEWAYDIN ISLAND RESORT

A6 A2


DN

OUTDOOR TERRACE

DN

OUTDOOR TERRACE

BRIDGE ENTRANCE

BRIDGE ENTRANCE 30' - 10"

30' - 10"

PLANTER

CL

SUITE SUITE

CL

21' - 3" 21' - 3"

WOOD DECK WOOD DECK TERRACE TERRACE

BATHROOM

BATHROOM

CL

CL

A7 1

BATHROOM

A7

ELEVATOR

ELEVATOR

PLANTER

ELEVATOR

PLANTER

DN

OUTDOOR TERRACE

DN 54' - 8"

54' - 8"

2 A5 2 A5

SECOND LEVEL FLOOR PLAN

1

1/4" = 1'-0"

A5

COTTAGE A _ 3 KEYS, 3 BEDS SF COTTAGE A _ 3 KEYS,2,018 3 BEDS

SECOND LEVEL FLOOR PLAN 1/4" = 1'-0"

1 A5

ROOF LEVEL FLOOR PLAN 1/4" = 1'-0"

ROOF LEVEL FLOOR PLAN 1/4" = 1'-0"

2,018 SF

30' - 10"

PLANTER 10' - 8"

5' - 0 3/4"

18' - 0"

SUITE AREA 601 SF/

5' - 0 3/4"

21' - 3"

10' - 8" SUN DECK

WOOD DECK TERRACE

ROOF

22' - 7"

PLANTER

18' - 0"

SUITE AREA 1

601 SF/

ELEVATOR

30' - 10"

KEEWAYDIN ISLAND RESORT KEEWAYDIN ISLAND RESORT

BATHROOM

NAME ARCHTIECT AR000000 CL NAME ARCHTIECT AR000000 BATHROOM

21' - 3"

SUN DECK

WOOD DECK TERRACE

ROOF

22' - 7"

A7

CL

PLANTER

ELEVATOR

1

OM

NAME RCHTIECT AR000000

601 SF/

BRIDGE ENTRANCE

OM

NAME RCHTIECT AR000000

ROOF

SUN DECK

BRIDGE ENTRANCE

OUTDOOR TERRACE

OM

EDS SF

SUN DECK

ELEVATOR

OM

EDS SF

13' - 7 1/4" 13' - 7 1/4"

708 SF/

SUITE

ROOF

1

BATHROOM

CL

LIVING 708 SF/ AREA

18' - 0"

SUITE AREA SUITE AREA 601 SF/

SUITE

KITCHEN KITCHEN

1 A7

5' - 0 3/4"

22' - 7"

29' - 0"

LIVING AREA

10' - 8"

18' - 0"

BATHROOM

29' - 0"

1 A7

5' - 0 3/4" PLANTER

BATHROOM

CL

708 SF/

10' - 8"

22' - 7"

KITCHEN KITCHEN

LIVING 708 SF/ AREA

16' - 3"

13' - 6 3/4" 13' - 6 3/4"

16' - 3"

LIVING AREA

A7

ELEVATOR

ELEVATOR

PLANTER

1 A5

1 A5

ROOF LEVEL FLOOR PLAN 1/4" = 1'-0"

ROOF LEVEL FLOOR PLAN 1/4" = 1'-0"

KEEWAYDIN ISLAND RESORT Keewaydin Island, Naples, FL

KEEWAYDIN ISLAND RESORT Keewaydin Island, Naples, FL

A1 A5 06.14.2019 06.14.2019

A1 A5 06.14.2019 06.14.2019

A1 A5 A1 A5

Keewaydin Island, Naples, FL

06.14.2019 06.14.2019

Keewaydin Island, Naples, FL

06.14.2019 06.14.2019


Grove XXIII Cottages (2020) 5

2

A2

1'-0"

UPPER ROOF 14' - 0" 8"

14'-0"

LOWER ROOF 10' - 0"

9'-4"

9'-4"

UPPER ROOF 14' - 0"

LOWER ROOF 10' - 0"

18"

30"

30"

1 A4

30"

12"

(Design Architect)

8"

18"

A2 3 A4

6'-0" OVERHANG

30"

Hobe Sound. FL.

8"

6'-0" OVERHANG

After the successful completion of the Grove XXIII golf course clubhouse, a series of cottages units for exclusive guests were developed for a very special client. Part of the design team working closely with client and partner in charge. Involved from the first conceptual sketches to the development of full construction document CROSS SECTION LONGITUDINAL SECTION Level 1 0' - 0"

5

1/8" = 1'-0"

A2

1/8" = 1'-0"

5 A2

5 A2

ALUMINUM TRELLIS WITH KYNAR FINISH, ATTACHED TO COMPOSITE CONCRETE DECK

98'-7 1/4"

2'-8 3/4"

1/4"

BATH

KITCHEN

AC

3'-2 1/8"

2'-10 3/8"

18"

AC

BATH

29

COTTAGES FLOOR PLAN

(+0.00'

WITH PAINTROOF FINISH. CAST IN PLACE CONCRETE W/ FLUID26 APPLIED ROOFING MEMBRANE. PHENOLIC CORE LAMINATE WOOD PANELS (PANELS AS

COMPOSITE METAL DECK W/ ALUMINUM TRELLIS SYSTEM w/ KYNAR FINISH ALONG EXTERIOR PERIMETER

MANUF. BY COMPACTWOOD LLC., OR ACCEPTABLE EQUIVALENT), FURRING AS REQUIRED.

28 CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SOLPED TO DRAIN 1/4" / FT MIN 29 STEGO WRAP (15 MIL) VAPOR BARRIER BY STEGO INDUSTRIES, BELOW SLAB ON GRADE NOT SUBJECT TO HYDROSTATIC PRESSURE.

ROOF PLAN

3 A2

BUILDING SECTION 1

1

1/8" = 1'-0"

1/4" = 1'-0"

4 04

3

02

16

4 A1220

04

6 A1215

ARCHITECT NAME AR000000

SLOPE 1/4"/FT. MIN. TYP.

PHENOLIC WOOD PANEL CEILING SYSTEM (MANUF. TBD)

12' - 0"

COURTYARD

COVERED TERRACE

STAINLESS STEEL RAILING

04

GROVE XXIII COTTAGE

4 A1215

1/4" / 1'-0"

SKYLIGHT

PHENOLIC WOOD PANEL CEILING SYSTEM (MANUF. TBD)

10'-4" 10' - 4"

1

02

A1000

1/4" / 1'-0"

1' - 3"

3 A1220

5 A1215

NICHOLS BROSCH WURST WOLFE & ASSOCIATES, INC.

2

1

8 A1215

3 A1215

A2 12/04/2019

HOBE SOUND, FLORIDA

3' - 4"

5

LOWER PARAPET 12' - 2"

1' - 10"

A1000

18 CONCRETE SLAB W/ ULTRA-COMPACT SURFACING A4 SHEET, TO MATCH CLUBHOUSE. 22 ARCHITECTURAL STEEL ROOF STRUCTURAL MEMBER

Level 1 0' - 0"

15'-8"

(+12.17'

15' - 6 1/4"

1/8" = 1'-0"

07 ALUMINUM LAMINATED IMPACT GLASS FOLDING DOOR ASSEMBLY W/KYNAR FINISH COMPLYING W/AAMA 2605, 1 5/16" LAMINATED IMPACT INSULATED CLEAR GLASS; T 18" MEET WIND LOAD REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWINGS.

10' - 4"

1

1/4"

03 ALUMINUM WINDOW WALL ASSEMBLY W/KYNAR FINISH COMPLYING W/AAMA 2605, W/LIGHT SPANDREL GLASS AND FRIT PATTERN; TO MEET WIND LOAD REQUIREMEN AS SHOWN ON THE STRUCTURAL DRAWINGS.

16 CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE (SIKALASTIC 621 BY SIKA CORP., ACCEPTABLE EQUIVALENT). W/ TRELLIS. 4

34'-8"

ALUMINUM TRELLIS WITH KYNAR FINISH, ATTACHED TO COMPOSITE CONCRETE DECK

CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE.

(+10.67'

18

15'-8"

02 ALUMINUM WINDOW WALL ASSEMBLY W/KYNAR FINISH +10'-0"W/ CLEAR LAMINATED IMPAC COMPLYING W/AAMA 2605, GLASS; TO MEET WINDA.F.F. LOAD REQUIREMENTS AS SHOW ON THE STRUCTURAL DRAWINGS.

04 MASONRY: CMU/CONCRETE SUBSTRATE W/ ADHERED WHITE CORAL STONE MASONRY VENEER OVER FLUID-APPLIED WATERPROOFING/AIR BARRIER MEMBRANE (HYDROBAN BY LATICRETE, OR ACCEPTAB EQUIVALENT).

LOWER ROOF 10' - 8"

4

STRUCTURAL FOOTINGS. REFER TO STRUCTURE DRAWINGS FOR DETAILS

18"

LOWER PARAPET 12' - 2" 17'-4 3/4"

1' - 6"

01

BATH

RD

(+12.17'

03 +10'-4" A.F.F.

LIVING/DINING

1/4" 30"

1/4" 12"

+14'-0" A.F.F.

A4

A2

1/4"

6'-8"

1/4" 1/4"

01

KEYNOTE2LEGEND

A2 DESCRIPTION 01 MASONRY: HIGH-BUILD, ACRYLIC WATERPROOF COATIN (MASTERPROTECT C350/HB400 BY BASF, OR ACCEPTAB EQUIVALENT) OVER SMOOTH SAND FLOAT FINISH STUCCO OVER CMU/CONCRETE SUBSTRATE. PAINT COLOR FINISH TO BE SELECTED BY ARCHITECT.

1/4"

04

1/4"

+10'-0" # A.F.F.

1/4"

1' - 6"

15'-7 5/8" 8"

19'-8" 10'-8"

01

18

1/4"

1 A1215

BATT INSULATION. REFER TO ENERGY CALCULATIONS FOR R-VALUE 12'-0" (CEILING HEIGHT)

BEDROOM

COVERED TERRACE

03

H

+15'-0" A.F.F.

8"

1/4"

1/4"

5'-0"

1'-6"

BEDROOM

28

2 A1215

RD

G

1/4"

1/4" / 1'-0"

1/4" / 1'-0"

CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SLOPED TO DRAIN 1/4"/Ft. MIN.) OVER STRUCTURAL CONCRETE DECK

2 A1010 1/4"

1/4"

3' - 4 1/4"

07

BATH

A4

CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE.

+10'-0" A.F.F.

F

57'-0"

57'-0"

E

CL 07

04

WET BAR

28'-0 1/4"

12'-0"

1/4" 2 A2

RD

1/4"

30"

28

CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE. +14'-0" A.F.F.

2

+10'-0" A.F.F.

1/4"

16

2 A1000

D

AC

CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SLOPED TO DRAIN 1/4"/Ft. MIN.) OVER STRUCTURAL CONCRETE DECK

1/4"

18"

CL

C

A/C

IT

24'-4 7/8"

B

2'-8 3/4"

18"

6'-8"

RD

BATH

CL

GREEN AREA

3 A1000

BAR AREA

28'-8"

24'-0"

A

WET BAR

BATH

26

LIVING/DINING

Level 1 0' - 0"

(+0.00'

7 A1208

7 A1208

18

26

02

01

2

689 SF

2

5

A2

Area 793 SF

1 A4

UPPER ROOF 14' - 0"

Area

Area

LOWER ROOF 914 SF 10' - 0"

14'-0"

8"

1,388 SF

Area

9'-4"

(+10.67'

GUESTROOM

ADA BATH

A5

29

5

16

17

28

01

04

16'-3 5/8"

8"

3'-2 1/8"

+10'-4" A.F.F.

02

08

34

06

02

BEDROOM

18

08

06

34

04

34

08

02

A5

ISO - MATERIAL KEYNOTES

2'-10 3/8"

8"

1

18"

MASONRY: CMU/CONCRETE SUBSTRATE W/ ADHERED WHITE CORAL STONE MASONRY VENEER OVER FLUID-APPLIED CAST IN PLACE CONCRETE ROOF W/ WATERPROOFING/AIR BARRIER THERMOPLASTIC ROOFING MEMBRANE (HYDROBAN BY LATICRETE, OR MEMBRANE OVER LIGHTWEIGHT CONCRETE ACCEPTABLE INSULATING EQUIVALENT). STONE (R-19 AVG. & SLOPED DRAIN EXTERIOR FACE TO HAVETO PENETRATING 1/4"/Ft. MIN.) OVER STRUCTURAL WATER REPELLENT AT WATERWALL ONLY CONCRETE DECK (MIRAPRIME AQUA-BLOK XL BY CROSSFIELD PRODUCTS CORP., OR ACCEPTABLE EQUIVALENT).

08

ALUMINUM LAMINATED IMPACT GLASS SWING DOOR ASSEMBLY W/KYNAR FINISH +10'-0" COMPLYING W/AAMA 2605, W/ 1 5/16" LAMINATED IMPACTA.F.F. INSULATED CLEAR GLASS; TO MEET WIND LOAD REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWINGS.

16

CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE (SIKALASTIC 621 BY SIKA CORP., OR ACCEPTABLE EQUIVALENT). W/ TRELLIS.

17

COMPOSITE METAL RD DECK W/ ALUMINUM 1/4" 1/4" FINISH ALONG TRELLIS SYSTEM w/KYNAR EXTERIOR PERIMETER. (SYSTEM TO MEET WIND LOAD REQUIREMENTS)

18

CONCRETE SLAB W/ ULTRA-COMPACT SURFACING SHEET, TO MEET REQUIRED FRICTION COEFFICIENT. CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTW EIGHT INSULATING CONCRETE (R-19 AVG. & SOLPED TO DRAIN 1/4" / FT MIN.).

1/4"

CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SLOPED TO DRAIN 1/4"/Ft. MIN.) OVER STRUCTURAL CONCRETE DECK

+15'-0" A.F.F.

1/4"

1/4"

1/4"

CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE.

1/4"

8"

1/4" 28

34

04

34

28

02

+14'-0" A.F.F.

+10'-4" A.F.F. 18"

5/8" 2'-8 3/4" 5. 16'-3 COORDINATE OPENING AT STEEL BEAMS TO ALLOW INSTALLATION / DISTRIBUTION

ALUMINUM WINDOW WALL ASSEMBLY FOR THE F.P. LINES. REFER TO F.P. DWGS W/KYNAR FINISH COMPLYING W/AAMA

STEEL TUBE COLUMNS CLADDED W/ RD 1/4"W/ KYNAR FINISH ALUMINUM 1/4" BRAKE METAL & PHENOLIC CORE LAMINATE WOOD PANELS 2 (PANELS AS MANUF. BY COMPACTWOOD LLC., OR ACCEPTABLE A4 EQUIVALENT).

12"

28

19'-8"

COVERED TERRACE

34

1/4"

15'-7 5/8"

5'-0"

28

RD

7'-8"

06

1/4"

BATH

1/4"

BEDROOM

6'-8"

1/4" CL

WET BAR

CAST IN PLACE CONCRETE ROOF W/ FLUID APPLIED ROOFING MEMBRANE. +14'-0" A.F.F.

1/4"

+10'-0" A.F.F.

1/4"

CL

FISSURES OCCUR BUT NO SHEAR OR OPENING THROUGH WHICH A 3-INCH (76 MM) DESCRIPTION DIAMETER SPHERE MAY FREELY PASS. THE GLASS PANEL SHALL REMAIN WITHIN THE SUPPORTING FRAME. MASONRY: CMU/CONCRETE SUBSTRATE W/SMOOTH SAND FLOAT STUCCO FINISH 3. ALL WINDOWS AND CURTAIN WALLS LOCATED BELOW 36" ABOVE FINISHED FLOOR OVER HIGH BUILD,SHALL ACRYLIC WATERPROOF BE DESIGNED & CONSTRUCTED FOR WIND LOADS, LIVE AND KINETIC ENERGY COATING (BASF MASTERPROJECT HB400, IMPACT LOADING CONDITIONS IN ACCORDANCE WITH (FBC SECTION 1618.4.6 ) OR ACCEPTABLE EQUIVALENT). PAINT 4. GUARDRAIL DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH FBC SECTIONS COLOR FINISH TO1015 BE&SELECTED BY 1607.8: SUBMIT SIGNED AND SEALED ENGINEERED SHOP DWGS FOR REVIEW. ARCHITECT.

INSULATED GLASS; TO MEET WIND LOAD REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWINGS.

1/4"

+10'-0" A.F.F.

2 A2

18"

A/C

WET BAR

RD

SAFETY REQUIREMENTS OF THE IMPACT TEST SHALL BE JUDGED TO HAVE BEEN KEYNOTE LEGEND SATISFACTORILY MET IF BREAKAGE DOES NOT OCCUR OR NUMEROUS CRACKS AND

12'-10 3/4" 2605, W/ CLEAR LAMINATED IMPACT

04

30"

AC

57'-0"

28'-8"

CL

57'-0"

GREEN AREA

02

40'-1"

18"

BATH

24'-4 7/8"

KITCHEN

REST.

24'-0"

11 5/8"

WET BAR

IT

50'-8"

CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SLOPED TO DRAIN 1/4"/Ft. MIN.) OVER STRUCTURAL CONCRETE DECK

15'-7 5/8"

BEDROOM

LIVING AREA

BAR AREA

04

7'-8" 13'-0 1/4"

13'-0"

WET BAR

GREEN AREA

16

16'-3 5/8"

5'-0"

28'-0 1/4"

28

2'-8 3/4" 7'-8"

6'-8"

33

8'-0"

1/4"

04

1/4"

28

15'-4 3/4"

04

50'-8" 34'-8"

# 01 COMPOSITE METAL DECK W/ ALUMINUM TRELLIS SYSTEM w/ KYNAR FINISH ALONG EXTERIOR 16PERIMETER 33

12'-0"

1/4" = 1'-0"

1/4"

33

A1000

1/4"

BATH

2. FBC1618.4.6.3 - LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN ACCREDITED LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY IMPACT LOADING CONDITIONS. THE KINETIC ENERGY IMPACT LOADING SHALL COMPLY WITH ANSI Z97.1 USING A 400 FOOT-POUND (542 N) ENERGY IMPACT. THE

5 A2

18

ALUMINUM TRELLIS WITH KYNAR FINISH, ATTACHED TO COMPOSITE 33 CONCRETE DECK 04

(FBC 2017 EDITION)

1. FBC 2410.1 - EXTERIOR WALL CLADDING, SURFACING & GLAZING, WHERE PROVIDED, SHALL BE AS SET FORTH IN SECTIONS 2410 THROUGH 2415 OF THE FLORIDA BUILDING CODE, 2017 EDITION.

(+0.00'

1/4"

BUILDING SECTION98'-731/4"

3 7'-8"

COVERED TERRACE

CL

ROOF AREA

Level 1 0'1/16" - 0" = 1'-0"

1/8" = 1'-0"

A2

BEDROOM

AC

CROSS SECTION

A2

8'-0"

BATH

A5

STRUCTURAL FOOTINGS. REFER TO STRUCTURE DRAWINGS FOR DETAILS

2'-10 3/8"

© Copyright 2019 Nichols Brosch Wurst Wolfe & Associates, Inc.

16'-3 5/8"

5

1/16" = 1'-0"

5

1/8" = 1'-0"

GENERAL NOTES:

OUTSIDE TERRACE

GUESTROOM

TERRACE AREA UNDER ROOF

4

1/16" = 1'-0"

33 34

2 A2

18"

AC

FLOOR AREA UNDER A/C

30"

A5

1/4"

AC

3

1/16" = 1'-0"

17'-4 3/4"

OUTSIDE TERRACE

GROSS BUILDING AREA

Level 1 0' - 0"

10'-8"

CL

02

LONGITUDINAL SECTION

Area 1,291 SF 02

10' - 8"

10'-8"

CL

991 SF

GUESTROOM

2

Area

LOWER ROOF 10'1,198 - 0" SF

2,546 SF

04

Area

Level 1 0' - 0"

A5

UPPER ROOF 14' - 0"

Area

SF LOWER1,198 PARAPET 12' - 2" (+12.17' LOWER ROOF 10' - 8"

1/4"

18"

914 SF

1'-6"

Area

30"

30"

A1010

9'-4"

1'-6"

Area

3 A4

1'-0"

12"

8"

30"

4 04

3

Area 5,416 SF

8"

3

1 A1000

6'-0" OVERHANG

01

01

57'-0"

18

30"

A2

22

2

29

1' - 6"

5

1

A2

26

1/4" = 1'-0"

6'-0" OVERHANG

18"

29

BUILDING SECTION 2

2 A1000

28'-0 1/4"

57'-0"

GREEN AREA

KITCHEN

REST.

CL

11 5/8"

WET BAR

LIVING AREA

AC

16'-3 5/8"

12'-10 3/4"

+10'-4" A.F.F.

1/4"

13'-0"

15'-7 5/8"

BEDROOM

18"

5'-0"

28'-0 1/4"

WET BAR

7'-8"

40'-1"

CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SLOPED TO DRAIN 1/4"/Ft. MIN.) OVER STRUCTURAL CONCRETE DECK

1/4" BATH

50'-8" 13'-0 1/4"

8'-0"

COVERED TERRACE

BEDROOM

COMPOSITE METAL DECK W/ ALUMINUM TRELLIS SYSTEM w/ KYNAR FINISH ALONG EXTERIOR PERIMETER

7'-8"

1/4"

34'-8"

16'-3 5/8"

16'-3 5/8"

8"

8'-0"

7'-8"

15'-4 3/4"

50'-8"

1/4"

7'-8"

2'-10 3/8"

16'-3 5/8"

15'-6 1/4"

A2

10' - 8"

2

Level 1 0' - 0"

PERIMETRAL ALUMINUM FASCIA WITH 18" KYNAR FINISH ANCHORED TO CONCRETE SLAB. ALUMINUM LOUVERED PANEL WITH KYNAR FINISH. 4

+10'-0" A.F.F.


GROVE XXIII COTTAGES HOBE SOUND, FLORIDA 6 A3

Sim

02

Sim

01

17

02

33

02 6 A3

04

Sim

33

5 A3

Sim

UPPER ROOF 14' - 0"

FLUID-APPLIED ROOFING SYSTEM OVER STRUCTURAL SLAB

PERIMETRAL ALUMINUM FASCIA WITH KYNAR FINISH ANCHORED TO CONCRETE SLAB

2" 3"

4"

LOWER ROOF 10' - 0"

8"

5 A3

33

12"

04

28

28

Level 1 0' - 0"

02

08

34

34

02

06

07

06

02

34

34

08

02

5 A3

NORTH ELEVATION

1

FASCIA DETAIL (SMALL) 1" = 1'-0"

1/8" = 1'-0"

04

6 A3

Sim

02

33

01

02

17

02

6 A3

Sim

33

04

Sim

NICHOLS BROSCH WURST WOLFE & ASSOCIATES, INC.

5 A3

UPPER ROOF 14' - 0"

LOWER ROOF 10' - 0"

PERIMETRAL ALUMINUM FASCIA WITH KYNAR FINISH ANCHORED TO CONCRETE SLAB

6"

3"

GROVE XXIII COTTAGE HOBE SOUND, FLORIDA

2" 4"

ARCHITECT NAME AR000000

FLUID-APPLIED ROOFING SYSTEM OVER STRUCTURAL SLAB

Sim

8"

33

5 A3

12"

A3

EXTERIOR CEILING CLADDING WITH PHENOLIC CORE LAMINATED WOOD PANELS

04

04 28

28

Level 1 0' - 0"

EXTERIOR CEILING CLADDING WITH PHENOLIC CORE LAMINATED WOOD PANELS

6 02

2 A3

08

34

34

06

02

06

08

06

02

06

34

34

08

02

Sim

04

04

33

5 A3

Sim

UPPER ROOF 14' - 0"

04

04

28

28

Level 1 0' - 0"

02

34

04

34

02

1/8" = 1'-0"

Sim

33

04

04

5 A3

Sim

UPPER ROOF 14' - 0" LOWER ROOF 10' - 0" 04

04

28

28

Level 1 0' - 0"

02

A3

34

04

34

KEYNOTE LEGEND # DESCRIPTION 01 MASONRY: CMU/CONCRETE SUBSTRATE W/SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH BUILD, ACRYLIC WATERPROOF COATING (BASF MASTERPROJECT HB400, OR ACCEPTABLE EQUIVALENT). PAINT COLOR FINISH TO BE SELECTED BY ARCHITECT. 02 ALUMINUM WINDOW WALL ASSEMBLY W/KYNAR FINISH COMPLYING W/AAMA 2605, W/ CLEAR LAMINATED IMPACT INSULATED GLASS; TO MEET WIND LOAD REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWINGS. 04 MASONRY: CMU/CONCRETE SUBSTRATE W/ ADHERED WHITE CORAL STONE MASONRY VENEER OVER FLUID-APPLIED WATERPROOFING/AIR BARRIER MEMBRANE (HYDROBAN BY LATICRETE, OR ACCEPTABLE EQUIVALENT). STONE EXTERIOR FACE TO HAVE PENETRATING WATER REPELLENT AT WATERWALL ONLY (MIRAPRIME AQUA-BLOK XL BY CROSSFIELD PRODUCTS CORP., OR ACCEPTABLE EQUIVALENT). 06 STEEL TUBE COLUMNS CLADDED W/ ALUMINUM BRAKE METAL W/ KYNAR FINISH & PHENOLIC CORE LAMINATE WOOD PANELS (PANELS AS MANUF. BY COMPACTWOOD LLC., OR ACCEPTABLE EQUIVALENT). 07 ALUMINUM LAMINATED IMPACT GLASS FOLDING DOOR ASSEMBLY W/KYNAR FINISH COMPLYING W/AAMA 2605, W/ 1 5/16" LAMINATED IMPACT INSULATED CLEAR GLASS; TO MEET WIND LOAD REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWINGS.

WEST ELEVATION

5 A3

4

1" = 1'-0"

1/8" = 1'-0"

LOWER ROOF 10' - 0"

A3

FASCIA DETAIL (LARGE)

SOUTH ELEVATION 5 A3

3

A3

08 ALUMINUM LAMINATED IMPACT GLASS SWING DOOR ASSEMBLY W/KYNAR FINISH COMPLYING W/AAMA 2605, W/ 1 5/16" LAMINATED IMPACT INSULATED CLEAR GLASS; TO MEET WIND LOAD REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWINGS. 17 COMPOSITE METAL DECK W/ ALUMINUM TRELLIS SYSTEM w/KYNAR FINISH ALONG EXTERIOR PERIMETER. (SYSTEM TO MEET WIND LOAD REQUIREMENTS) 28 CAST IN PLACE CONCRETE ROOF W/ THERMOPLASTIC ROOFING MEMBRANE OVER LIGHTWEIGHT INSULATING CONCRETE (R-19 AVG. & SOLPED TO DRAIN 1/4" / FT MIN.). 33 PERIMETRAL ALUMINUM FASCIA WITH KYNAR FINISH ANCHORED TO CONCRETE SLAB. 34 ALUMINUM LOUVERED PANEL WITH KYNAR FINISH.

02

EAST ELEVATION 1/8" = 1'-0"

NICHOLS BROSCH WURST WOLFE & ASSOCIATES, INC.

GROVE XXIII COTTAGE ARCHITECT NAME AR000000

HOBE SOUND, FLORIDA

A3 12/04/2019

A0 12/04/2019


EMPLOYMENT HISTORY

( 2012 / 2014 )

Behar Font and Partners ( Assistant to project manager) 4533 Ponce De Leon Blvd, Coral Gables, FL 33146. ( 305. 740. 5442 )

Supervisor: Robert & Robin Garcia

Part of the team assisting project managers on all phases of projects such as design development, construction documents, coordinating with consultants, revising consultant drawings, permitting process, code compliance as well as construction administration, RFIs, construction meetings, coordination with contractor and CM representative.

project: Joe Moretti Affordable Housing Project 240 Sw. 9th Street. Miami. FL. 33130 Involved from the first phase of the project developing the first schematic designs, floor plans and site plan. Development of the first set for city approval, full construction documents set, coordinating and revising consultant drawings, bidding set, building permit set and final construction set. Code compliance with ADA, FHA, FBC, Universal Design and Visitability Manual. Later, involved with the construction administration manager in the complete construction process attending construction meetings with owner, contractors, subcontractors, construction management representatives and city officials. Responding RFI’s, submittal approvals, generating shop drawings for contractors, coordinating with consultants on field issues and revision requirements in addition to quality markup inspections; all this under the direct supervision of the project manager.

project: FCA Miami Headquater Office 1500 Ponce de Leon. Coral Gables. FL. 33134 Office conversion from an existing Total Bank branch to the new FCA headquarter office. Originally designed by an Argentinian architectural firm from Buenos Aires and being the company designated as the architect of record, involved through the complete code compliance process and developing the package for Coral Gables design approval. Complete construction documents set, bidding set, coordination and revision of consultant drawings, etc. Furthermore, involved in the whole construction process assisting to construction meetings, developing shop drawings, details, RFIs, submittals and coordinating with consultants on changes and issues on the field in order to update the construction set; all this under the direct supervision of the project managers. Year built: 2015. (Commercial use)


project: NINE at Mary Brickell Village 900 South Miami Ave. Miami, FL 33130 Assisting project managers with changes from owner such as ceiling plan layouts and its heights, bathroom items and finishes, hallway finishes, kitchen layouts and finishes, shop drawings, details, parapet height changes and creating packages for City of Miami approval. In addition, assist construction manager on the field with RFIs, submittal, administrating construction logs and generating shop drawings and details. Data: 35 floors, 390 units, Mixed use Year built: 2015

project: Gables Ponce - Gables Residential 4775 Ponce de Leon. Coral Gables. FL. 33134 Involved in changes made by owner during the construction phase such as changes on ceiling layout and heights, door location and finish schedules. Pool deck planters, barbecue and recreation area, public restrooms, shop drawing of balcony railings for manufacturing, parapet design and height variations. Coordinating with consultants for required revisions on updates and changes for contractor. Once on the construction phase, involved in the transition of roof initial modified bitumen technology to Polyiso insulation technology. Revising shop drawings for subcontractor calculating thermal results to comply with energy code for further city approval in addition to revising hardware submittals for doors, kitchens, bathrooms and public restrooms; all this under the direct supervision of the designated project managers. Data: 10 floors, 370 units, Mixed use Year built: 2014

( 2007 / 2008 )

Wilson Design & Development a Design-Build Company (Cad Operator - Draftsman) 7900 S.W. 57th Avenue, PineCrest, Fl. 33143. Ph ( 305. 665. 6056 )

Supervisor: Architect Wilson Rodriguez

Assisting principal on high end residential projects including creating design presentations to owners, construction documents, shop drawings, construction details, assisting to meetings with principal, coordinating with consultants and permitting process; all under the supervision and direction of the principal. project: Private Residence 6300 Chapman Field Dr. Pinecrest, FL. 33153 Technical support for office principal developing presentation sets for clients, designing alternatives as well as construction document sets coordinating with consultants for city approval. Once in the construction phase, calculating square footage of material, specifications, shop drawings and details for construction; all this under the direct supervision of the principal.

project: Nichols Residence 6385 Pine Tree Drive. Miami Beach. FL. 33141 Technical support for principal developing presentation sets for clients, design alternatives, details and shop drawings for construction as well as construction document sets and coordinating with consultants for city approval.


( 2017 / 2020 )

Private Work (Design Architect) 15210 S.W. 36th Terrace. Ph ( 786. 506. 3815 )

Hajjar Family Residence (2020) 8825 sw. 97th Terrace. Design Proposal

UP

B.B .Q. EA AR

GREEN AREA ROOFED TERRACE

KITCHEN AREA

BEDROOM 4

VERTICAL WINE BAR

A/C

LINE

LAUNDRY ROOM

PROPERTY

FIRE PLACE

PROPERTY

LINE

LIVING AREA

STORAGE ROOM TWO CAR GARAGE

A/C ROOM

PANTRY

15' - 0"

UP

BEDROOM 1

127' - 4"

1 A01

BEDROOM 2

BEDROOM 3

47' - 8"

GROUND LEVEL FLOOR PLAN 1/8" = 1'-0"

South Miami Private Residence (2018) Design Proposal

Doral Private Residence (2017)

Design Proposal


( 2002 / 2007 )

Cad Drafting Service (Freelance) 15210 S.W. 36th Terrace. Ph ( 786. 506. 3815 )

Private Cad drafting services to a variety of Architects on private projects. Projects including low, mid and high end residences, multifamily as well as commercial projects. The service offered drafting the complete set of construction documents including MEP and Structural drawings, revisions and any kind of shop drawings needed once the project was in the construction phase.; all under the supervision and direction of the Architects. (approx. 52 projects in total) project: Burgoa Family Residence 3451 SW 137h Avenue. Miramar, FL 33027


project: Villanueva Townhouse 155 West 26th St. Hialeah. FL. 33013

project: Tadeo Warehouse 2957 Nw. 24th Street. Miami. FL. 33140


project: Garcia Family Residence 15080 Sw. 31st Court. Davie, FL 33331


project: Israel Construction Group 8214 Sw. 2nd Street. Miami, FL 33140


( 2000 / 2007 )

City of Miami (Cad Operator - Draftsman) 444 S.W. 2nd Avenue, Miami, Fl. 33130. Ph ( 305. 444. 1600 )

Supervisor: Engineer Juan Ordonez

Member of the technical support team for Public Works and Capital Improvements Departments. Creating construction documents for all public projects such as community parks, general infrastructure and other public facilities from 2000 to 2007. Technical support for contractors on field job issues generating shop-drawings, as-builts and construction details; always under the direction and supervision of project managers. Preparing presentations of proposed new developments and remodeling projects for the City of Miami Commissioners and other public officials. Projects included design and construction of new facility buildings including administration offices, computer areas, restrooms, play rooms and rooms for social programs etc. New landscapes, exercise facilities, new courts such as basketball, tennis, racquetball, baseball and softball. New playground areas for kids, landscaping, family gazebos, new or improvements to parking lots, perimeter fence, sea walls, boat ramps, new and remodeled community pools, general facility security, sidewalks, drainage systems, aquatic facilities, among others; all under the direct supervision of architects, engineers, project managers, department directors and assistants. Projects: Antonio Maceo Park 5115 Nw. 7th Street. Miami, FL. 33126. Kinloch Park 455 Nw. 47th Avenue. Miami, FL. 33126. West End Park 250 Sw. 60th Avenue. Miami, FL. 33144. Grapeland Park (phase 1) 1550 Nw. 37h Avenue. Miami, FL. 33125. Robert King Park 7025 West Flagler Street. Miami, FL. 33126. Shenandoah Park 1800 Sw. 21st Avenue. Miami, FL. 33145. Coral Gate Park 1415 Sw. 32nd Avenue. Miami, FL. 33145. Simpson Park 55 Sw. 17th Road. Miami, FL. 33129. Jose Marti Park 351 Sw. 4th Avenue. Miami, FL. 33130. Lumus Park 404 Nw. 3rd Street. Miami, FL. 33128. Roberto Clemente Park 101 Nw. 31st Street. Miami, FL. 33127. Morningside Park 750 Ne. 55th Terrace. Miami, FL. 33137. Maximo Gomez Park (domino park) 80 Sw. 15th Avenue. Miami, FL. 33135.

other projects: Miami Police 911 Headquater (remodeling) 400 Nw. 2nd Avenue. Miami. FL. 33128. Florida Marlin Stadium Proposal (first proposal at museum park for commissioners) 1075 Biscayne Blvd. Miami. FL. 33132. New Press and Media Room at

City of Miami City Hall

Kenneth M. Myers Bayside Park (boat ramps)

3500 Pan American Drive. Miami. FL. 33133. 400 Nw. 2nd Avenue. Miami. FL. 33128


( 1998 / 2000 )

Delta Surveyors (Cad Operator - Draftsman) 13050 Sw. 133rd Court, Miami, Fl. 33186. Ph ( 305. 253. 0909 )

Supervisor: Surveyor Waldo Paez

Full technical support for office operation, generating daily surveys drawing for banks, real estate developers, land development, and other legal procedures. Land development projects, new subdivision for residential developers, amendments to existing plat maps, elevation certificates as well as working along with the field crews.

ACADEMIC

HISTORY

(1993 – 1998) (2004 – 2008) (2009 – 2015)

-

PORTFOLIO

. Hubert DeBlanc High School, La Habana Cuba. . Colegio Sagrado Corazon, Valencia. Venezuela (High School Diploma) . Miami-Dade College. (Associate of Art in Architecture Degree) . Florida International University (Master in Architecture Degree)

project: Gateway Fascade project ( 2nd year at MDC )

Winner of the Fashion and Design competition supported and hosted by Luminare. Whole project exhibited at the AIA Gala 2008 celebrated at the Freedom Tower.



MIAMI CINEMATHEQUE “the experience of projection�

(3rd year at FIU School of Architecture)

The concept of the project is centered on the power of the cinematographic image projection applied to the urban experience of the site. Located on a corner of the city, the new Miami Cinemateque will speak to its citizens. It will provide the new headquarter for the Miami Film Festival as well as to all other cultural activities related to the cinema world. Its giant projection screens enevlove will make cinematography an urban experience. The facility will include classrooms for the New School of Cinematographic Art, coffee-library, art galleries and an indoor projection room for 200 people as well as capabilities for outdoor projections.


1

10

11

1

1

1

1

1

A

A

B

B

C

C

D

D

E

E

F

F

G

G

1

H

H 1

I

I

J

J

K

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EcoSail Building

“a sustainable residential tower�

(4th year at FIU School of Architecture)

Located in Guantanamo Bay Cuba, the EcoSail tower is part of a sustainable city. The existing site had no sense of direction, totally disconnected without any element of identity besides the mountains on the north and the sea on the south. Therefore, the first strategy was to create a sense of direction and a sense of place. A new axial corridor will connect the north to the south giving public access to a water front park for residents to walk, meet neighbors, exercise and any other kind of urban activity that will enrich the quality of life and strengthen the public domain. The place promotes walking, bicycling, skate boarding, etc. It is a place designed exclusively for pedestrian use. On the other hand, the design of a four residence tower is inspired on a vision of racing sail boats from the sea becoming a new point of reference, identity, personality and a landmark on the place. Orientated to the sun, a technological structure in form of a sail was designed for clean energy production by installing photovoltaic panels on its surface where each panel will move vertically tracking the sun movement in order to maximize the perpendicularity against the sun. In addition, an exhaust turbine penetrates the core of the building extracting the hot air out of the units activating cross ventilation to cool the interior spaces.



Approaching the Wall ”bridging the world“

(Study abroad program London-Berlin)

access to video: https://youtu.be/A5UQr_9tg1A

The project consisted in the insertion of a pedestrian bridge crossing the existing Berlin Wall Memorial Park in Berlin, Germany. The site of the memorial park was one of the toughest crossing points for people pursuing their freedom from the West to East Berlin during the cold war era. The existing memorial park is the old “Strip of Death”, the space between the two walls heavily secured by 24hr military surveillance from the control towers authorized to shoot anybody who intended to cross it. The concept of the bridge design was inspired by all the documentaries, interviews and images from people who crossed the wall. The intension was to translate the past struggle of crossing the two walls into the experience of walking through this new bridge. Following the testimonies of the brave people that intended this mission, the bridge is divided into three stages; the first stage is the covered entrance, dark and with the image of the imposing vertical towers as background symbolizing the underground crossing tunnels made by the people from East Berlin. Second, the feeling of being completely unprotected walking towards the vertical towers symbolizing the adrenaline of the people caught in between walls by the surveillance towers. Third and final, the experience of arrival in between the two towers symbolizing the feeling of accomplishment; the reunion with family and the conquest of freedom. The new pedestrian bridge will not only be a point of crossing but also a memorial element added to the existing Berlin Wall Memorial Park. The bridge will prepare your senses to feel the experience of approaching the wall during the cold war era. The bridge is the introduction to the memorial; it is the hand to its historical memory. The sunken fountain is not the memorial at all. It is only history turned into a pedestal, an invitation to passersby who stand upon it to search for the memorial in their own heads. “For only there is the memorial to be found” Horst Hoheisel



(Study abroad program London-Berlin)

access to video: https://youtu.be/_DnE1qS9qKk

Back to the Thames

“the addition of a pedestrian bridge across the Thames to London’s South bank”

London’s South bank is the new image of modern London. It is the result of a new development called “Bringing people back to the Thames” that started in 1970. Prior to this, the area was characterized by old warehouses and dirty wharfs with the magnificent sculptural shape of the old ship cranes from the times of the industrial revolution. This old ship cranes were the image of the Thames for a long time, like old soldiers guarding the river. Having this in mind, the proposed bridge connecting the north and south banks is a great opportunity to also connect the old and the new identity of the Thames. The project proposed the location of a tower inspired by the sculptural shape of the old cranes on top of the existing Tower Pier. At the same time, the new tower will provide space for social events while providing the opportunity to enjoy the city from the Thames. It will not only be a crossing point but a place to be and stay.

360 degree view for tourists Vertical circulation (elevator and stairs) (Bridge Management) Flexible spaces for temporary exhibitions to the public.

T

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“The world is reflected in our body, and our body is projected onto the world. I experience myself in the city and the city exists through my embodied experience, they supplement each other; I dwell in the city and the city dwells in me” In other words, our unconscious perception of the world shapes values, feelings, identity and ultimately culture. Cities, in this case, are the major cultural centers of the world; especially those which design enhances human interaction such as Paris, New York, Barcelona, etc. Conversely, in a place like Miami it will be almost impossible that any social phenomenon can occur because the way the city is organized segregates so awkwardly its citizens that social interaction is almost zero. Therefore, the sense of citizenship is very weak with no centers that group people with similar interest in a natural urban way. For this reason, Metropia proposes a new and free multisensory experience of the city where people meet under the Metrorail. Based on the experience of architecture as a multi-sensory experiment, Metropia tries to put human interaction as its center, projecting them to the city and projecting the city to them. “It is like a dynamic street in the air” The idea is to maximize and celebrate the beauty of movement. People could go for entertainment or for any other specific purpose but more importantly they could also go to watch people, meet people, experience the city with its sound, smell, light and shadow. A place where people can come together to develop their ideas spontaneously so accidental phenomenons can occur and where young people can be consistent with their time and strengthen their identity with their city.

Public spaces should be the physical manifestation of human values. Metropia tries to encourage such idealism where the division between programs are erased, everything is part of everything and everybody is part of everybody in order to generate enough associations to affect our embodied experience and therefore strengthen the existential experience; the sense of being part of place, a community, a society, a city, a culture. A place which brings people together creating an environment for human interaction, for the exchange and development of ideas, a place that reacts to the exiting condition becoming a catalyst of continuous change and evolution. But most importantly, a place where users have total control rather than the city controlling or programing the daily life of its citizens; a place to influence, to educate and inspire people.

“The observer himself should play an active role in perceiving the world and have a creative part in developing his image”

Kevin Lynch

“ The image of a city ”


” Every city has its echoes which depend on the pattern and scale of its streets and the prevailing architectural styles and materials. The wide and open spaces of contemporary streets do not return sound, and in the interiors of today’s buildings echoes are absorbed and censored “

Juhani Pallasmaa

“ The eyes of the skin ”

In addition, Metropia provides an exciting ground for perception. The feeling of being suspended erases our attachment to the ground consequently exploiting the three dimensional experience of moving through space. Now every angle of the city moves. The dynamic environment would minimize the sense of linear monotony ; a concept that Juhani Pallasmaa describes it as “Homogenization of spaces weakens the experience of being, paralyses the imagination and wipes away the sense of place”.

“breaking the logic”

“ The human mind is so constructed that it cannot begin to understand the new until it has done everything in its power to relate to the old. “ Henri Bergson

The multisensory experiment of Metropia in the urban fabric presents an opportunity to develop memory and therefore a connection, an attachment to the sense of place and the city; something that Pallasma analyze it in his book “The eyes of the skin” when he wrote “Every place that we remembered, partly because it is unique, but partly because it has affected our bodies and generated enough associations to hold it in our personal memory”



METROPIA

“An utopian city under the metrorail” “Every place that we remembered, partly because it is unique, but partly because it has affected our bodies and generated enough associations to hold it in our personal memory”

Juhani Pallasmaa

“ The eyes of the skin ”



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