Alex Malagelada Professional Portfolio

917 651 [email protected]

PERSONAL DATA

ADDRESS 979 Metropolitan Avenue #3L11211 Brooklyn, USA

Alex Malagelada Prats

INDEX

RESUM 04

PROFESSIONAL WORK 05 .

. GRADUATE WORK 27

PERSONAL WORK 35 .

1290-1300 Decatur Street, Brooklyn, USA 05

269 Washington Avenue & 238 Hall Street, Brooklyn, USA 09

738 Grand Street, Brooklyn, USA 15

145 Spring St Lobby, SoHo, USA 19

31 apartments in the Historical Centre of Mlaga, Spain 21

Extension of Ponferradas Court of Justice, Len (1st Prize) 23

144 apartments in La UVA de Hortaleza, Madrid (1st Prize) 25

27 Thesis Project - Art Center in Gav, Spain (2011)

31 Mutidisciplinary Premises for Young People in el Raval, Barcelona (2007)

33 Conservatory of Music in Sant Pau del Camp, Barcelona (2006)

Hans Christian Andersen Museum, Odense, Denmark (2013) 35

Kokedama Holder Design (2015) 37

02

Portfolio

RSUM

ARCHITECTURE STUDIO: S3 ARCHITECTURE LLC, NEW YORK, USA.Employed Nov 2013 until May 2015.

SD: 42 Broadway Street Day Care, Brooklyn, NY, USA. (Interior Renovation)

Spring St. Lobby., Soho, New York, NY, USA. (Interior Renovation)

DD: 596 Washington Ave., Brooklyn, NY, USA.

CD: 1290-1300 Decatur St., Brooklyn, NY, USA. Cluster file of four Buildings. (+SD+DD +Zoning)

269 Washington Avenue, Brooklyn, NY, USA. LPC approval required. (+DD +Zoning)

238 Hall Street, Brooklyn, NY, USA. LPC approval required. (+DD +Zoning)

738 Grand St., Brooklyn, NY, USA. (+DD)

COLUMBIA UNIVERSITY, GSAPP, NEW YORK. Master of Science degree in Advanced Architectural Design. May 2013.Summer studio - Sam Chermayeff & Johanna Meyer-Grohbrgge / Fall studio - David Benjamin / Spring studio - Toru Hasegawa & Mark Collins.

ENRIQUE BARDAJI Y ASOCIADOS STUDIO, MADRID. Freelance 2011-12. Employed Dec 2010 - Feb 2011 & summer 2004.AC: 31 apartment building in the historical center of Malaga, Spain. (2012)

Park BIT Center Competition in Alaior, Menorca.(2012)

La UVA de Hortaleza Competition in Madrid. 4 9-floor apartment buildings. 1st Prize (2011)

UC: Los Carriles Urban Planning Competition, Alcobendas, Madrid. (2012)

DD: Extension of Ponferradas Court of Justice in Leon, 1st Prize. (2011)

83 premises apartment & office building in Montevideo, Uruguay. (2011)

CD: 75 apartment building in Mostoles, Madrid (2010)

Architectural - Urban Planning viability research & preliminary design of five real estate assets. (2012)

ESCOLA TECNICA SUPERIOR DARQUITECTURA DE BARCELONA (ETSAB, UPC)Masters degree in Architecture. February 2011.

MERC GARCIA I FERRER ARCHITECTURE STUDIO, BARCELONA. From September 2007 to September 2008.CD: MB Medical Center with 8 offices, 2 endoscopy office and a surgery room.

Home for people with psychosis and autism in Barcelona. (Neuro-psychic and Pedagogic Institution)

SD: Old peoples home in Badalona, Spain.

Restaurant and gourmet shop in Gerona, Spain.

PARSONS NEW SCHOOL UNIVERSITY, NEW YORK, USA. Interior Design Summer Course. Grade A.ABACUS, BATH & LONDON, UNITED KINGDOM. High Tech Architecture Summer Course.CARBAN COMPUTER ACADEMY, BARCELONA. Autocad+3DStudio Course. PHILLIPS EXETER ACADEMY, EXETER, NH, USA. Summer Course. Advanced Problem solving, Architecture and Ceramics.

2013

2015

2012

2011

2008

2005 2003 2001 1999

04

Academic & Professional Background

1290-1300 DECATUR STREET, BROOKLYN, USA (2015)

This project was presented to the DOB as a cluster filiing meaning that even though the project was four separate buildings we used the same drawings for all four. Each bulding contains 8 units, with an additional cellar space and outdoor area for the first floor units, an outdoor area for the rear apartment on the second floor, a private terrace for the top two units and a common space at the bulkhead roof.

The facade design plays with the pushing and pulling of the facade elements creating a pattern that seeks to blur the limits between buildings and display them as a single one. The facade is composed by brick, a wood cladding system and aluminium clad windows. These materials were selected to fit in the context as many of the neighboring buildings use the same.

Working on the design and zoning calculations was specially challenging as all buildings had to be the same even though the demising walls thicknesses, some facade elements and penthouse locations varied from one to the other.

S3 Architecture LLCDesign Development & ConstructionDocumentsGROSS FLOOR AREA: 28,861.04 m

Exterior View

05

FLOOR PLAN NOTES

NO. NOTE

1 BUILDING IS FULLY SPRINKLERED, TYP.2 36" H RAIL PER BC1012.1.13 42" H PARAPET PER BC 1012.24 42" H GUARDRAIL PER BC 1012.25 DROP ARCH ABOVE6 6' H PTD STL & WOOD FENCE7 HANDICAPPED ACCESSIBLE UNIT8 APPENDIX A BATHROOM9 APPENDIX P BATHROOM10 MECH. VENT. PER MDL SECT 33, MC 403.311 LOT LINE12 INTERCOM PER MDL 50A & LIGHTING PER

HMC 026-19.0713 RESIDENTIAL RECREATION ROOM WILL

NOT BE USED AS LIVING ROOM OR FORSLEEPING PURPOSES

14 MAILBOXES PER MDL5715 TRASH / STORAGE ROOM COMPLIES

WITH ZR 28-23, BC 1213.1 NYS MDL 81 =27.2021 HOUSING MAINTENANCE CODE

16 ROOF DRAIN, SEE PLUMBING17 YARD DRAIN, SEE PLUMBING18 UNOCCUPIED UNDER STAIR19 STAIRWAY ID. SIGN PER BC 1019.1.7, TYP.20 BLDG COMPLIES W/ BC1704 & BC106.7

SHORING+UNDERPINNING, SEESTRUCTURAL

21 CONC. FOUNDATION WALL, SEESTRUCTURAL

22 NO ACCESS TO REAR YARDS23 CONC. PAVERS24 CONC. SIDEWALK, BPP FILED

SEPARATELY25 CONC. CURB26 FAI(2), SIAMESE CONNECTION, FIRE

ALARM BELL27 FIRE-RATED ENCLOSURE FIRESTOP

SLAB PENETRATIONS28 STAIR COMPLIES WITH BC 1018.2.429 SPIRAL STAIR COMPLIES WITH BC1009.930 CORRIDOR & STAIRWELL MECHANICALLY

VENTILATED31 NONCOMBUSTIBLE PAVEMENT32 CLASS "A" ROOF - FIRESTONE 180 OR

APPROVED EQUAL TORCHED DOWNRUBBER ROOF LOOSE-LAID OVERPOLYSOCYANURATE INSULATION, OROTHER MANUFACTURER ACCEPTABLEINSULATION TYPE SPLICE WITH HIGHSTRENGTH SEAM TYPE, TYP.

33 TERRACE BELOW34 UNOBSTRUCTED PATH FOR FIRE

DEPARTMENT ACCESS35 AS PER 2R 25-811 1 BIKE PARKING SPACE

FOR EVERY 2 DWELLING UNITS. 8 UNITS /2 = 4 BIKE SPACES PROVIDED

36 MTL ACCESS LADDER37 MECHANICAL VENTILATION37 PLANTED AREA38 BLDG COMPLIES N BC1704.2.4, SEE

BORINGS REPORT39 PER PC 106.6, SEE DEP ENDORSED SITE

CONNECTION APPLICATION40 TYPE B KITCHENETTE COUNTERS &

APPLIANCES COMPLY W/ BC1107.2.341 TERRACE COMPLIES W/ TPPN 03/0442 PORCH + STAIR COMPLY WITH TPPN

03/0443 BLDG IS FULLY SPRINKLERED, TYP.43 KITCHENETTE PROVIDED W/ NATURAL

VENT. PER BC1203.4.1.4.2, EXCEPTION1203.4.1.2.4, >30' DISTANCE

44 BLDG COMPLIES N BC1614+TPPN 17/95,EARTHQUAKE SEPARATION

45 STRUCTURAL CMU PARTY WALLCOMPLIES W BC705, FIRE WALLS

47 3'8" PER BC 1008.1.5

DN

UP

DN

TRAVELDISTANCE

13' - 6 1/2" OK

A-200

A-202

A-2011

1

1

178 SFLIVING ROOM

149 SFBEDROOM

CL

LAUNDRY

CL

BATHROOMBATHROOM

CL

CL

LAUNDRY

178 SFLIVING ROOM

149 SFBEDROOM

CORRIDOR

STAIR A

BA

25 SFPORCH

5'-

2"

55 SFKITCHENETTE

55 SFKITCHENETTE

2ND FLOOR11' - 3"

R@0' - 7 1/2"

18

R@0' - 8"

17

UNIT 2A523 SF

UNIT 2B523 SF

3'-

0"

12' - 0"5' - 0"

W7R

W9R

13'-

11/

2"10

'-

11/

4"9' - 0"10' - 5 1/4" 19' - 5 1/2"

13'-

11/

2"10

'-

11/

4"

14' - 9 1/2"3' - 0"

2'-

9"7'

-0

1/4"

D24LD34

D36A

D48CD48C

D36A

D36B

D48C

D24LD34

D32B D32B

D48C

14' - 3 3/4"3' - 0"14' - 9 1/2"

2'-

9"

3'-

0"

14' - 3 3/4"

3'-

8"

8'-

3"

4'-

101/

2"8'

-3"

7'-

11"

3' - 9 1/4" 2' - 0" 2' - 0"

4'-

101/

2"

1A-301

2A-301

5D

2

1

1

3

3

4

4

5D5A

4B4C

5B5A

6

6

6

6

6A

7A

7A

7A

7

77

7A

7A

7A

7

7 7

6

4

77

7

6 6

0'-

8"6'

-10

"4'

-9

1/2"

8'-

91/

2"4'

-2"

50 CFM

10

50 CFM

10

99

1

28

2

2

4

1

4

4

23

11

100' - 0" LOT

53' - 7" BLDG

19

S/CM

S/CM

S/CM

S/CM

SD

ICM ICM

EXIT

3' - 9"

6'-

0"

4

R@0' - 7 1/2"

18

25'-

3"LO

T

APPENDIX P APPENDIX P

37

EL. 72.24' FF

43 43

STAIR

42

45

4B

< 0'- 7

"

5' - 9" 5' - 9"

3' - 0"3' - 0"7'

-0

1/4"

4'-

101/

2"

4C

6

3'-

71/

4"6'

-10

"4'

-9

3/4"

8'-

10"

1'-

03/

4" 0'-

11/

4"

100' - 0" LOT

7

3' - 0"

3'-

0"

DN

DN

DN

UP

UP

TRAVELDISTANCE

33' - 10 3/4" OK

A-200

A-202

A-2011

1

1

200 SF

LIVING /SLEEPING

CL

CL

114 SFBEDROOM

CLSTAIR

BATHROOM

150 SFLIVING ROOM

CL

133 SFCORRIDOR

STAIR A

BA

2

'

-

1

0

"

32 SFKITCHENETTE

63 SFKITCHENETTE

FIRST FLOOR0' - 0"VESTIBULE

STAIR

R@0' - 7 1/2"

16

R@0' - 7 1/2"

18

R@0' - 8"

15

R@0' - 8"

15

UNIT 1B490 SF / 254 SF

744 SF

UNIT 1A433 SF / 311 SF

744 SF

8' - 0"

W3

W5

W6

W4

3

'

-

6

"

D36F D36F

11' - 1"7' - 0"

D36B

D36B

17' - 0"

R@0' - 8"

17

1A-301

2A-301

4B

5A

1

3

1

5F

3

4

4

4C

5E

66

5D

4B

14

2

2

2

7

5

1' - 9 1/4"

12

ICM

ICM

ICM

11

11

4

4

4

11

0

'

-

7

1

/

4

"

9

'

-

1

0

"

4

'

-

9

3

/

4

"

5

'

-

1

0

"

4

'

-

0

3

/

4

"

0

'

-

1

1

/

4

"

89

100 CFM

50 CFM

50 CFM

YD

YD

17

1

E

X

I

T 19

SD

8' - 0"53' - 7" BLDG15' - 3"100' - 0" LOT

2

5

'

-

3

"

L

O

T

24

25

26 27S/CM

S/CM

S/CM

S/CM

S/CM

28

10

10

10

1 7

0

'

-

7

1

/

2

"

4

'

-

1

0

"

2

'

-

0

3

/

4

"

2

'

-

1

1

"

4

'

-

9

1

/

4

"

8

'

-

9

"

1

'

-

3

1

/

2

"

OPEN TOBELOW

4

1

'

-

6

"

STAIR

BATHROOM

3' - 0"

APPENDIX P

TYPE A

37

3

'

-

0

"

5

'

-

1

"

EXIT

3' - 8"

3' - 8"

24'-

1"

10'-

61/

2"

8' - 6" 9' - 7 1/2"

EL. 60.99' FF

D36AD24C

D34B

D34

D48C

D24CD34B

4

6

8' - 0"

STAIR

38

EL. 60.99'

40

43

44

45

42

18'-

11/

4"

11' - 4 3/4" 2' - 4"

6'-

81/

2"2'

-0"

2' - 4" 9' - 6" 6' - 0"

7'-

91/

2"

2' - 2" 8' - 4" 10' - 0"

2'-

111/

2"

4

5'-

3"16

'-

11/

4"3'

-10

3/4"

13' - 4"

6

3' - 4"4' - 6 1/2"

3'-

10"

4'-

4"

12' - 0 3/4" 6' - 1 1/4"D36A

1'-

10"

2'-

0"8'

-11

1/2"

6' - 6" 11' - 6"

3'-

83/

4"8'

-11

1/2"

2' - 2"

4'-

33/

4"D48C

77A

7A

4B

4'-

33/

4"

1' - 0" 2'-

4"

1' - 0"

7'-

0"4'

-11

"

3'-

0"

3'-

0"

9' - 11 3/4"10' - 7 1/4" 9' - 4"

6'-

7"

3'-

2"5'

-6

3/4"

9'-

41/

2"

8'-

0"

3'-

0"

3' - 0"

3'-

9"

3' - 0"


First Floor Plan

Second & Third Floor Plan

06

1st Floor0' - 0"

2nd Floor11' - 3"

.Foundation Level-13' - 0"

Cellar Level-10' - 0"

3rd Floor22' - 6"

4th Floor33' - 9"

Penthouse45' - 0"

Roof - Penthouse55' - 0"

1A-300

Roof -Bulkhead64' - 0"

10'-

0"11

'-

3"11

'-

3"11

'-

3"11

'-

3"10

'-

0"9'

-0"

2'-

9"6'

-6"

2'-

0"3'

-6"

5'-

9"2'

-0"

3'-

6"5'

-9"

2'-

0"11

'-

3"4'

-2"

5'-

10"

4'-

2"4'

-10

"0'

-7

1/4"

1' - 3 1/2" 8' - 9" 4' - 9 1/4" 2' - 11" 2' - 0 3/4" 4' - 10" 0' - 7 1/2"

4' - 2" 8' - 9 1/2" 4' - 9 1/2" 7' - 6 1/4"

1' - 2" 8' - 10" 4' - 9 3/4" 6' - 10" 3' - 7"

4' - 2" 8' - 10" 4' - 9" 6' - 10" 0' - 8"

2'-

0"3'

-6"

55'-

0"M

AX.BL

DG.H

EIG

HT

2'-

0"3'

-6"

2'-

0"3'

-6"

21

1

3

4

19

19

19

7 5

13

13

13

13

3

4

1

8

8

D36FW3W4

W7LW8L

W8R

(+ EL. 47.99' )

(+ EL. 50.99' )

(+ EL. 60.99' )

(+ EL. 72.24' )

(+ EL. 83.49' )

(+ EL. 94.74' )

(+ EL. 105.99' )

(+ EL. 115.99' )

(+ EL. 124.99' )

14

2A-202

A-2002

10'-

0"2'

-9"

6'-

6"11

'-

3"2'

-0"

3'-

4"5'

-11

"2'

-0"

11'-

3"10

'-

0"1'

-7

1/4"

0'-

71/

4"

14

3rd Floor22' - 6"

4th Floor33' - 9"

Penthouse45' - 0"

0' - 5 1/4"8' - 10"0' - 5 1/4"3' - 8 1/2"

0' - 5 1/4"8' - 10"0' - 5 1/4"0' - 8 3/4" W8L

W8R

1/4" = 1'-0"2North Balcony Elevation

1st Floor0' - 0"

2nd Floor11' - 3"

.Foundation Level-13' - 0"

Cellar Level-10' - 0"

3rd Floor22' - 6"

4th Floor33' - 9"

Penthouse45' - 0"

Roof - Penthouse55' - 0"

1A-300

Roof -Bulkhead64' - 0"

9'-

0"10

'-

0"11

'-

3"11

'-

3"11

'-

3"11

'-

3"10

'-

0"

25' - 3"

5' - 10"4' - 9 3/4"9' - 10"0' - 7 1/4"

1' - 2"8' - 10"4' - 9 3/4"6' - 10"3' - 7 1/4"

4' - 2"8' - 10"4' - 9"6' - 10"0' - 8 1/4"

3'-

6"2'

-0"

6'-

0"

6'-

0"

0'-

71/

4"9'

-0"

10'-

0"11

'-

3"2'

-0

3/4"

5'-

101/

4"3'

-4"

2'-

0"5'

-11

"3'

-4"

2'-

0"9'

-3"

2'-

4"7'

-8"

0'-

71/

4"9'

-0"

10'-

0"11

'-

3"11

'-

3"11

'-

3"2'

-0"

9'-

3"10

'-

0"

55'-

0"M

AX.BL

DG

HEI

GHT

3' - 7 1/4" 6' - 10" 4' - 9 3/4" 8' - 10" 1' - 2"

2 1

8 8

195

4

3

6

13

13

13

13

6

6

3

4

W6 W5

W7R W9R

W9LW7L

W9RW7R

19

19

19

10

(+ EL. 47.99' )

(+ EL. 50.99' )

(+ EL. 60.99' )

(+ EL. 72.24' )

(+ EL. 83.49' )

(+ EL. 94.74' )

(+ EL. 105.99' )

(+ EL. 115.99' )

(+ EL. 124.99' )

15

15

16

17

2A-202

A-2012

1' - 6"

2nd Floor11' - 3"

3rd Floor22' - 6"

4th Floor33' - 9"

Penthouse45' - 0"

0' - 5 1/4" 8' - 10" 0' - 5 1/4"0' - 8 3/4"

0' - 5 1/4" 8' - 10" 0' - 5 1/4"3' - 8 3/4"

0' - 10"0' - 4"4' - 10"4' - 0"W9R

W9L

W9R

1/4" = 1'-0"2South Balcony Elevation

ELEVATION AND SECTION NOTES

ETON.ON

1 BRICK2 THIN BRICK3 PRODEMA CLADDING4 CLAD ALUMINIUM / WOOD WINDOWS AND DOORS5 MTL COPING6 EIFS7 42" PARAPET PER BC1012.28 LOT LINE9 MTL ACCESS LADDER10 6' H PTD STL & WOOD FENCE11 PRECAST CONCRETE PAVERS ON LEVELING PEDESTALS12 MTL FLASHING13 REVEAL14 22" BALCONY15 5' BALCONY16 PORCH17 CONC. WALL, SEE STRUCTURAL19 42" RAILING PER BC1012.220 36" RAILING PER BC1012.1.1


Front and Rear Elevations

07

11

'

-

3

"

1

1

'

-

3

"

1

1

'

-

3

"

1

1

'

-

3

"

1

0

'

-

0

"

4

5

'

-

0

"

5

5

'

-

0

"

2ND FLEL 33'-9"

2ND FLEL 11'-3"

1ST FLEL 0'-0"

3RD FLEL 22'-6"

PH FLEL 45'-0"

PH ROOFEL 55'-0"

CELLAREL -10'-0"

1

0

'

-

0

"


Cross Section - Schematic Design

08

253 257 269 277275

269 WASHINGTON AVENUE & 238 HALL STREET, BROOKLYN, USA (2015)

These two projects are located in a 50x100 through lot, each building facing its own street and both sharing a common backyard. The lot is in a landmarked district and required the Landmarks and Preservation Commission (LPC) approval. Both buildings contain 10 units each, the first floor apartments have an additional space at the cellar and the top apartments have a penthouse room.

As per LPC requirement, the design of the facades required special attention as they had to be integrated in the context using similar materials and design elements to its neighbors such as water tables, headers and sills, shadow lines, and cornices.

Besisdes LPC approval, many aspects of these two projects were very challenging such as the zoning, the construction details, the layouts and the MEP coordination.

I specifically learned a lot working on the construction details as a waterproofing engineer consultant was hired to guide us in our work.

S3 Architecture LLC - Construction Documents + LPC approval269 WASHINGTON AVE. GROSS FLOOR AREA: 12,037.22 m238 HALL ST.GROSS FLOOR AREA: 12,855.07 m

257 Washington Ave. St. Lukes Evangelical Lutheran

Church c.1873

269 Washington Ave.Proposed Building

277 Washington Ave. The Francine Tower c.1925

257 Washington Ave. Henry McCoun House c.1873

253 Washington Ave. c.1928

269 Washington Ave. Elevation in Neighboring Context

269 Washington Ave. Exterior View

09

123 222

161

227

215 122

232

286

250

412

487

478

481

484

475

280

283

Willoughby Avenue

Hall StreetDeKalb A

venue

Lafayette Avenue

Greene Avenue

Washington A

venueWaverly A

venue

Clinton A

venue

Vanderbilt A

venue

St

Gates Avenue

Fulton Stree

234

219

128

135

446

421 84

8569

156

363

67

9

216A

245

295

318

Clifton Place

Cam

bridge Place

Grand A

venue

. James Place

Dow

ning Street

t Putn

NN

Sanborn Map from 1887

NN



238 Hall St. Elevation in Neighboring Context

246 Washington Ave. Carriage House of Henry McCoun

House c.1873

238 Hall St.Proposed Building

257 Washington Ave. St. Lukes Parish House c.1924

277 Washington Ave. The Francine Tower c.1925



238 Hall St. Exterior View

Historic District Boundaries

10

Fr

o

n

t

Y

a

r

d

S

i

d

e

w

a

l

k

y

n

o

c

l

a

B

y

n

o

c

l

a

B

Unit 3B

Unit 3A

B

a

l

c

o

n

y

Unit 4A

Unit 4B

Terrace

Roof Terrace

RoofUnit 4A

Unit 2A

Unit 2A

Unit 1C

Unit 1A

Lot Lines Lot Lines

W

a

s

h

i

n

g

t

o

n

A

v

e

n

u

e

R

e

a

r

Y

a

r

d

Unit 1B

Unit 1C

Unit 1AUnit 1B

Unit 3C


269 Washington Ave. Plans

Cellar Floor Plan

Third Floor Plan

First Floor Plan

Fourth Floor Plan Penthouse Floor Plan

Second Floor Plan

Penthouse Roof Floor Plan

11

Unit 3B

Unit 3A

y

n

o

c

l

a

B

y

n

o

c

l

a

B

Unit 4C

Unit 4A

Unit 4By

n

o

c

l

a

B

y

n

o

c

l

a

B

Unit 4C

Unit 4A

ecarreT fooRecarreTTerrace

Unit 4B

Unit 2A

Unit 2B

Lot Lines

Unit 1AUnit 1B

Unit 1C

S

i

d

e

w

a

l

k

H

a

l

l

S

t

r

e

e

t

R

e

a

r

Y

a

r

d

Unit 1AUnit 1B

Unit 1C


Cellar Floor Plan

Third Floor Plan

First Floor Plan

Fourth Floor Plan Penthouse Floor Plan

Second Floor Plan

Penthouse Roof Floor Plan

238 Hall St. Plans

12


269 Washington Ave. & 238 Hall St. Exteriror Details

13


269 Washington Ave. & 238 Hall St. Exteriror Details

14

8'

-

2

1 2

"

3'-61 2"

5

'

-

1

0

"

1

'

-

6

"

1

'

-

6

"

CORRIDOR

EXIT

3'-3"

3

'

-

0

"

5'-10"

4'-5"

5'-912"

3'-10"

TRASH ROOM24 SF

TRAVELDISTANCE

6'-0" OK

CHASE

10

9

2

4

'

-

1

0

"

B

L

D

G

4

'

-

0

1 2

"

30'-812" 15'-10"

14'-112" 2'-5" 48'-512"

4

'

-

4

"

6

'

-

6

"

2

'

-

7

"

1

1

'

-

9

1 2

"

1

2

'

-

4

1 2

"

8

"

3A1 BDRM

522 SF

BEDROOM

LIVINGROOM

LIVINGROOM

KITCHENETTE30 SF

1

2

'

-

4

1 2

"

1

0

'

-

2

"

6

'

-

0

"

10'-712" 7'-9" 2'-4" 2'-4"

3

'

-

4

"

1

0

'

-

6

1 2

"

7

'

-

3

"

1

1

'

-

6

"

14'-3"

3

'

-

1

0

"

4'-412"

CLLDRY

S/CM

S/CM

2

'

-

7

"

9

'

-

2

"

4

'

-

4

1 2

"

D34D34 D24C

W7

D24

65'-0" 35'-0"100'-0" LOT

BUILDING ISFULLY SPRINKLERED,

TYP.


TYP.

W1

W342" H GUARDRAIL

PER BC 1012.2

CONCRETEPAVING OR

SIMILAR

APPENDIX PBATHROOM

UPDN

ADJACENT BUILDING750 GRAND STREET

2

5

'

-

0

"

L

O

T

EASEMENTAGREEMENT WITH750 GRAND ST.ACCEPTED ON NOV4TH, 1998

COMPLIES WITH ZR 28-23,BC 1213.1 NYS MDL 81 = 27.2021HOUSING MAINTENANCE CODE

4

"

4

'

-

2

"

18'-512"

LOT L

5A201

1A200

4A201

16'-512"

42" H GUARDRAILPER BC 1012.2

CONCRETEPAVING ORSIMILAR

5'-0"

9

'

-

2

"

5

'

-

7

"

2

'

-

1

1

"

2

"

4

'

-

6

"

W21

A3041

W18

16'-312"

KITCHENETTE63 SF

4

'

-

9

1 2

"

7

'

-

5

1 2

"

8'-712"7

'

-

4

"

4A401

CHASE

1'-5"SHLVS

6

1 2

"

UP 16R @ 7 516"

DN 16R @ 7 516"

1A301

1A300

2A300

1A302

3A300

5'-912"

1

1

'

-

1

"

7

'

-

9

"

2

'

-

1

0

1 2

"

2'-0"

4

'

-

1

0

1 2

"

2

'

-

6

"

BEDROOMAPPENDIX PBATHROOM

CL

LDRY

2'-4"

S/CMS/CM

10'-1112"

CL

12A

12B

D34D34

1

0

'

-

8

1 2

"

ELEVATOR

8'-8" 7'-0"

3'-0" 1'-0" 3'-0"


3

'

-

4

"

6

'

-

1

0

"

5

'

-

0

"

2

'

-

1

1 2

"

5

'

-

9

1 2

"

1

'

-

0

"

3BBALCONY

46 SF

3ABALCONY

23 SF

LOT LINE WINDOW COMPLIES W/ BC704.12 OPENING PROTECTION,TEMPERED GLASS, AUTOMATIC SPRINKLER PROVIDED PER BC 903.2.7,DOES NOT COUNT FOR LIGHT & VENTILATION CALC'S

65'-0"

5

'

-

2

1 2

"

CLOSET

8'-1012"

CL2'-4"

2

'

-

1

1 2

"

3B1 BDRM

529 SF

AB

E

F

4

'

-

7

1 2

"

6

'

-

9

7 8

"

8

"

4

'

-

0

"

7

'

-

1

0

"

1 2 3 4 5 610'-034" 15'-618" 9'-4" 7'-8" 16'-0" 4'-834"

C

D

5A

65'-0"

14'-112" 2'-5" 48'-512"

2

4

'

-

1

0

"

B

L

D

G

4

'

-

0

1 2

"

6

'

-

6

"

2

'

-

7

"

5

'

-

7

"

LIVINGROOM

KITCHENETTE30 SF

1

7

'

-

9

"

7

'

-

3

1 2

"

W7

6

'

-

1

"

2

"

65'-0" 35'-0"100'-0" LOT


TYP.


TYP.

W1

W342" H GUARDRAIL

PER BC 1012.2

CONCRETEPAVING OR

SIMILAR

UPDN


2

5

'

-

0

"

L

O

T

NO FLOORSLAB


COMPLIES WITH ZR 28-23,BC 1213.1 NYS MDL 81 = 27.2021HOUSING MAINTENANCE CODE

LOT L

33'-8"

W21

5A201

1A200

4A201

W9A

4

'

-

1

"


CONCRETEPAVING ORSIMILAR

5'-0"

9

'

-

2

"

19'-5"

15'-8"

KITCHENETTE63 SF

7

'

-

5

1 2

"

9'-3"

8

'

-

2

1 2

"

5A401

1A301

1A300

2A300

1A302

3A300

1

0

'

-

8

1 2

"

ELEVATOR

8'-8" 7'-0"

3'-0" 1'-0" 3'-0"


3

'

-

4

"

6

'

-

1

0

"

31'-4"

4'-8"

9

'

-

4

1 2

"

5'-10"

4

'

-

0

"

1

'

-

4

1 2

"

CORRIDOR

TRASH ROOM23 SF

CHASE

CHASE

1

'

-

6

" EXIT

TRAVELDISTANCE6'-0" OK

1

'

-

6

"

B63D B63D

1

1

'

-

9

1 2

"

1

2

'

-

4

1 2

"

8

"

2

'

-

7

"

9

'

-

2

"

2

'

-

3

1 2

"

5

'

-

0

"

5

'

-

9

1 2

"

9

'

-

2

1 2

"

4BBALCONY

46 SF

4ABALCONY

23 SF


UP 32R @ 7 316"

DN 16R @ 7 516"

5

'

-

3

"

DINING

LDRYBEDROOMLDRY

CL

CL11

'

-

1

"

2

'

-

4

"

9'-6"

2'-312"

6'-612"

2'-6"

S/CMS/CM

12'-112"

3

'

-

8

1 2

"

7

'

-

9

"

2

'

-

7

"

2'-10"2'-4"

APPENDIX PBATHROOM

UP 16R@ 7 516"

36" HHANDRAIL

2

'

-

2

"

8

'

-

4

1 2

"

D24C

D36F

D34

D36F

D34

1

1

'

-

5

1 2

"

CL2'-4"

2

'

-

0

"

4A2 BDRM DUPLEX

587 SF 193 SF 780 SF+ =

4B1 BDRM DUPLEX

470 SF 154 SF 624 SF+ =

2'-8"

1

'

-

3

"

CHASE

2'-612"2'

-

4

"

4

'

-

2

"

AB

E

F

4

'

-

7

1 2

"

6

'

-

9

7 8

"

8

"

4

'

-

0

"

7

'

-

1

0

"

1 2 3 4 5 610'-034" 15'-618" 9'-4" 7'-8" 16'-0" 4'-834"

C

D

11'-312"

CL

5'-912"

1

0

'

-

1

0

"

2'-6" 6'-712"

2

'

-

9

"

2'-4"

UP 16R@ 7 "

APPENDIX PBATHROOM

36" HHANDRAIL

7

'

-

9

"

1

1

'

-

6

"

S/CM

LIVINGROOM

C

H

A

S

E

1

1

'

-

7

1 2

"

13

D24C

5

'

-

0

"

5

"

16

HB

HB

8'-412" 11'-6"

23'-1"

1

6

'

-

9

"

3'-9"

6

'

-

2

1 2

"

5

'

-

0

"

57'-6"

1

3

'

-

2

1 2

"

20'-4"76'-5" BUILDING 23'-7" REAR YARD

2

4

'

-

1

0

"

1

1 2

"


9'-6"

19'-912"

6

'

-

8

"

3'-112"19'-012"

3

'

-

3

1 2

"

5'-0" 51'-1"

6

'

-

7

"

D36B

DW1

DW2

W25

100'-0" LOT

42" H STEELGUARDRAIL

6' H STEE& WD FENTYP

TRAVEL DISTANCE39'-5" OK

CONCRETEPAVING OR

SIMILAR

RD

SLOPE TODRAIN,TYP.

SLOPE TODRAIN, TYP.


TYP.

BASE PLANE = 40'-4"SEE 1/Z104

USE GROUP: R2RESIDENTIAL

INTERCOM PER MDL50A & LIGHTING PER

HMC 026-19.07


TYP.

I

C

M

TREE PIT,TYP.,PER ZR28-12, ZR23-03,ZR26-41, AND DOT &DPR TREE PLANTING

STANDARDS 1.SEE BPP & ST

FILINGS

EL. 40.45'

2

4

'

-

1

0

"

B

L

D

G

2

5

'

-

0

"

L

O

T

W8

(2) FAI,SIAMESE

CONNECTION,FIRE ALARM

BELL


W20

CONCRETESIDEWALK,BPP FILED

SEPARATELY

4'-6"CONSTRUCTIONFENCE PER BC3307,

SEPARATE FILING

FIRE-RATEDENCLOSUREFIRESTOP SLABPENETRATIONSEXTG

CONCRETECURB

LOTLINE

LOT LINE

EXISTING EGRESS STAIRTO REMAIN ATTACHEDTO ADJACENT BUILDING750 GRAND STREET

5'-0"

G

R

A

N

D

S

T

R

E

E

T

2

"

BLDG COMPLIESWITH BC 1614EARTHQUAKE

REQUIREMENTS, SEESTRUCTURAL

1'-11"

3

'

-

6

"

3

'

-

0

"

C

L

E

A

R

3

'

-

0

"

C

L

E

A

R

VESTIBULE

7

'

-

6

"

1

0

'

-

0

"

7

'

-

6

"


CORRIDOR

3

'

-

0

"

C

L

E

A

R

LOT LIN

E

X

I

T

STAIRWAY IDENTIFICATION SIGNPER BC 1019.1.7, TYP.

TERRACE482 SF

EL. 41'-0"

2

'

-

0

"

4

'

-

0

"

13'-312" 63'-112"

5A201

1A200

4A201

2A401

E

X

I

T

E

X

I

T

W20

EXISTING MTL DOORAND ADJACENT WALL

TO REMAIN UNDISTURBED

8'-712"

UNOBSTRUCTED PATH OFCONTINUOUS SPRINKLER COVERAGE.

SEE SP DRAWINGS3'

-

0

"

MAILBOXESPER MDL57

3'-10"

A3061

A3031

7

'

-

4

"

16'-2"

4'-712"

RETAIL / COMMERCIAL AREA1,243.8 NET SF

1,428.5 GROSS SF

PER TABLE 1004.1.2:OCCUPANCY M = MERCANTILE

USE GROUP 630 GROSS SF PER PERSON

47 PERSONSRESIDENTIAL

LOBBY

RETAIL /COMMERCIALSTOREFRONT

COMMERCIALSTAIR

EXIT

2

2

'

-

1

1

1 2

"

E

X

I

T

3

'

-

0

"

C

L

E

A

R

SOFFIT ABOVE

CHASE

C

H

A

S

E

REAR YARD

1A301

1A300

2A300

1A302

3A300

1

'

-

7

"

1

9

'

-

8

"

2

'

-

7

"

5

'

-

1

1

"

3'-012"

2

'

-

3

1 2

"

9

'

-

3

"

CHASE


76'-5"

ELEVATOR

8'-8"

UP 17R @ 71116"

7'-0"

3'-0" 1'-0" 3'-0"


5

'

-

0

1 2

"

DN 16R @ 7 916"

3

'

-

8

"

3'-4"

3

'

-

4

1 2

"

8'-2"

W20

DN 18R @ 634"3 '

-

0

"

3

'

-

0

"

3'-0"

6

'

-

1

1

1 2

"

HCP-ACCRR

FD

EWH

C

H

A

S

E

5

'

-

1

0

"

7'-412"

3'-0"

EXISTING BRICK MASONRYWALL TO REMAIN

EXISTING BRICKMASONRY WALL

TO REMAIN

1

'

-

0

"AB

E

F

4

'

-

7

1 2

"

6

'

-

9

7 8

"

8

"

4

'

-

0

"

7

'

-

1

0

"

1 2 3 4 5 610'-034" 15'-618" 9'-4" 7'-8" 16'-0" 4'-834"

C

D

1

'

-

9

1 2

"

13

SLOPE TODRAIN, TYP.

738 GRAND STREET, BROOKLYN, USA (2015)

Located in a 100 x 25 lot in East Williamsburg this project had a major challenge to overcome since the beginning. The neighbor building has an old easement to have an exterior staircase and means of egress on the clients lot. This exterior staicase goes all the way up to the rooftop of the 4 floor neighbor building and takes about 4 from the lot. This initial setting causes that each floor layout is tailored to the available space. Additionally, this situation creates a large number of variables that had a major impact on the amount of work and coordination with the consultants.

Regarding the design, the building presents a simple yet effective volumetric composition by combining metal and brick to form a big L shape seen from the old Bushwick Savings Bank lot that contains a parking space next to the lot line.

S3 Architecture LLC - Design Development & Construction DocumentsGROSS FLOOR AREA: 10,533.42 m

Fourth Floor Plan

Ground Floor Plan

Second Floor Plan

15

9'

-

9

1 4

"

9

'

-

9

1 4

"

4TH FL MEZZ T.O.S.EL. 80'-4 " / 40'-0 "

5TH FL T.O.S.EL. 90'-2" / 49'-10"

35'-0"65'-0"

3

'

-

6

"

WEST FACADEOF 750 GRAND ST.

REAR YARD

COMMERCIAL

UNIT 2B

UNIT 3BUNIT 3A

UNIT 4A TRASHROOM

UNIT 6A

10'-0" 50'-0"

REAR YARD


654321

10'-012" 15'-6" 9'-4" 7'-8" 20'-9"

UNIT 5A

UNOCCUPIEDDROP CEILING

TRASHROOM

UNOCCUPIEDDROP

CEILING

UNOCCUPIEDDROP

CEILING

UNOCCUPIEDDROP CEILING

UNIT 5B

TRASHSTORAGE

COMMERCIALSTORAGE SPACE COMMERCIAL

9

'

-

7

1 2

"

8

'

-

0

"

9

'

-

1

"

8

'

-

0

"

8

'

-

0

"

9

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

8

'

-

0

"

3

'

-

6

"

7

'

-

6

"

7

'

-

6

"

8

'

-

0

"

1

7

'

-

9

"

8

'

-

0

"

7

'

-

6

"

8

'

-

0

"

7

'

-

6

"

6

'

-

8

"

6

'

-

8

"

6

'

-

8

"

6

'

-

8

"

8

'

-

5

"


Longitudinal Cross Section) (1/301)

Exterior View

16


Wall Types. Composition and Technical Information

17

WA-14 MINERAL WOOL INSULATION


2

'

-

6

1

/

2

"

A

.

F

.

F

.

APARTMENT OUTSIDE

APARTMENT

WP-12 MTL FLASHING W / SKIRT FLASHING & CLEAT

RO-03 SBS RIGHT ANGLE FLASHING

RO-04 PORCELAIN STONEWARE ON LEVELERS

RO-05 PROTECTION LAYER, HARDBOARD

RO-01 WP MEMB. TWO-PLY SBS TORCH-APLIED

RO-06 COVERBOARD

RO-07 STAGGERED / SLOPED RIGID INSULATION

RO-08 AIR / VAPOR BARRIER

ST-01MTL DECK / STL BEAMS

WA-026" MTL STUDS W / INSULATION

WA-381 LAYERS G.W.B.

DW-12INTERMITTENT PLASTIC SHIMS

DW-093/4" STONE SILL

FL-02WOOD FLOORING & SUBFLOOR

WP-19 BUTYL FLEXIBLE FLASHING TAPE ON ALL 4 SIDES

DW-03 BUTYL FLASHING TAPE

DW-02 ALUM CLAD CASEMENT WINDOW

DW-03 BUTYL FLASHING TAPE

WP-19 BUTYL FLEXIBLE FLASHING TAPE ON ALL 4 SIDES

WP-14 STARTER TRACK W / WEEP HOLES

NEW WALLR-VALUE = 14.8

WP-17CONTINUOUS MTL ANGLE

DW-11CONTINUOUS TAPERED PLASTIC SHIMS

WP-21BUTYL TAPE

WA-026" MTL STUDS W / INSULATION

WA-381 LAYERS G.W.B.

WP-26 BACKER ROD & SEALANT, TYP.

WP-21BUTYL TAPE

WP-17CONTINUOUS MTL ANGLE

DW-14SHIM AS NECESSARY

WP-26BACKER ROD & SEALANT, TYP.

WA-11 1 LAYER 5/8" DENSGLASS GOLD

DW-151/2" MTL CHANNEL

WA-40CORNER BEAD

WA-37WOOD BLOCKING

WA-37 WOOD BLOCKING

WP-28SEALANT

R-VALUE = 20 C.I.NEW ROOF

8

"

WA-37 WOOD BLOCKING

WA-26 PTD FASTENERS

WA-25 PTD STL C-CHANNEL

DW-06 BRICKMOULD TRIM PROFILE

WP-01 VAPOR PERMEABLE AIR BARRIER / WP MEMB.



WA-13 1 LAYER 5/8" DENSDECK, MIN 24" ABOVE SLAB

2

'

-

0

"

M

I

N

.

D

E

N

S

D

E

C

K


WP-20 FLEXIBLE WALL FLASHING


WP-11 RIGID FLASHING 26 GAUGE

SCALE:1DETAIL WALL SECTION - METAL PANEL @ WINDOW

3" = 1'-0"

SCALE:2DETAIL WALL SECTION - METAL PANEL @ TERRACE

3" = 1'-0"

WA-08 2" HORIZONTAL Z-GIRTS, STL CHANNEL SUPPORT

WA-18 MTL WALL PANEL


WP-20 FLEXIBLE WALL FLASHING


SCALE:3DETAIL WALL SECTION - METAL PANEL@ PARAPET

3" = 1'-0"

WA-07 2" HORIZONTAL Z-GIRTS


R-VALUE = 20 C.I.NEW ROOF

4

2

"

M

I

N

.

R

A

I

L

,

T

Y

P

.

2"

1

"

2

"

APARTMENT

OUTSIDE

SCALE:4DETAIL WALL SECTION - METAL PANELS ON CMU

3" = 1'-0"


WA-07 2" HORIZONTAL Z-GIRTS


WA-09 8" CMU, SEE STRUCTURAL FOR REBARS

WP-12MTL FLASHING W / SKIRT FLASHING & CLEAT

RO-03SBS RIGHT ANGLE FLASHING

RO-04PORCELAIN STONEWARE ON LEVELERS

RO-05PROTECTION LAYER, HARDBOARD

RO-01WP MEMB. TWO-PLY SBS TORCH-APLIED

RO-06COVERBOARD

RO-07STAGGERED / SLOPED RIGID INSULATION

RO-08AIR / VAPOR BARRIER

CO-01SEAL PENETRATIONS IN AIR & WEATHER BARRIER

WA-37WOOD BLOCKING

WA-21MTL COPING

WA-22STEEL CLEAT

WA-24J-CHANNEL

WP-10CONTINUOUS MTL FLASHING

WA-27STNLS. STL. SELF-FURRED MTL LATH

WA-203-COAT STUCCO

WA-098" CMU, SEE STRUCTURAL FOR REBARS

WP-22 BUTYL TAPE OVER FLASHING





DW-07 1" NOSE W/ NOSE EXTENSION


4A-312

WP-01VAPOR PERMEABLE AIR BARRIER / WP MEMB.

WA-35 MORTARED BRICK BLOCKING / SUPPORT

1

'

-

0

3 8

"

49'-5"T.O.S.5TH FLMEZZ

EL. 89'-9"

78'-4"T.O.S.ROOFEL. 118'-8" WP-20 FLEXIBLE WALL FLASHING

ST-10 STL ANGLE WELDED TO BEAM. SEE STRUCTURAL

FL-10PERIMETER ISOLATION BOARD

WA-41 MTL ANGLE

WA-42 VERTICAL 3/4" DEEP SUBGIRT


WP-34 CONTINUOUS STARTER FLASH

WP-33 MTL FLASHING

WA-43 SHIMS FOR VENTING 12" O.C.

WP-18 MTL CLOSURE AS REQUIRED

WP-33 MTL FLASHING

WA-43 SHIMS FOR VENTING 12" O.C.

WA-44 RIVET

WA-44 RIVET




ENLARGED W

REFER TO PAGE A-313 IN THE SET FOR EXTENDED PRODUCT AND MATERIAL SPECIFICATIONS.


Construction Details

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145 SPRING ST LOBBY, SOHO, NEW YORK, USA (2015)

Located at a high end residential building with apartments for rent the client seeked a design that matched the SOHO neighborhood style as well as his current and possible new clients.

The design concept is a variation of the traditional design concept of inlaying a carpet of tile on the entrance floor. In our poposal, the carpet is extended to the front wall of the lobby and the old concept is transformed into a new and more contemporary one.

Regarding lighting, at the entrance two pendants with a blackened steel finish on the outside and a silver one on the inside are installed. Also at the entrance and to emphasize the concept, a line of small soft hidden lights are installed at the ceiling where the carpet of tile ends. The same kind of lights are used to illuminate the mailbox area. The rest of the lobby is illuminated with regular downlights and sconces.

The most significant materials used in this proposal are blackened steel, stone tile and texturized wallpaper.

Altogether, the design offers a balance between modern and traditional design elements.

S3 Architecture LLCInterior Design ProjectGROSS FLOOR AREA: 322.42 m

Finish Floor Plan

Reflected Ceiling Plan

Interior Elevations

GENERAL CONSTRUCTION NOTES:1. INSTALL NEW TILE FLOOR. SEE FLOOR FINISH PLAN.2. INSTALL NEW STONE SADDLES3. INSTALL NEW TILE WALLS OR BASE4. INSTALL NEW WALLPAPER AT WALLS5. SKIM COAT AND PAINT EXTG WALLS6. SKIM COAT AND PAINT EXTG CEILINGS, TYP.7. SKIM COAT AND PAINT NEW SUSPENDED GWB / STL. SOFFIT, TYP., SEE DTL8. OMIT9. INSTALL AT APPROXIMATE OR DIMENSIONED LOCATIONS. ELECTRICAL OUTLETS, LTG SWITCHES, TELEPHONE, DATA, TYPICAL10. PAINT CONCRETE FLOORS

19

145 SPRING ST LOBBY, SOHO, NEW YORK, USA (2015)

Interior Rendering

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31 APARTMENTS IN THE CENTRE OF MALAGA (2011)

EBYAArchitectural CompetitionGROSS FLOOR AREA: 2,245 m The location and shape of the site were the main constraints in the composition and display of the buildings. Despite the crooked shape of the lots, the buildings proposed are arranged in an orthogonal array. Thus, the patios generated have different sizes but they are all regular shapes. These patios are similar to the ones found in the city floor plan and fit nicely in this conceptual pattern.

The sharp plain walls confer a solid presence to the buildings transmitting to the pedestrians and occupants a cool feeling which is suitable for such a hot place like Mlaga. Another characteristic element in the composition is the light footbridges which are used to enter the apartments. These are covered with semitransparent synthetic fabrics which subtly block the peripheral vision of the pedestrians but keep the inner space ventilated.

Ground Floor

21

V15A

V15BV13B

V14B

V1B V2B

V12A

V12B

V12C

V12D

V4B

V5B

V6B

V7B

V8B

V9B

V13AV14A

V1A V2A

V3A

V3B

V3C

V3D

V5A

V6A

V7A

V8A

V9A

V1OA

V11A

V4A

31 APARTMENTS IN THE CENTRE OF MALAGA (2011)

Ground Floor

1st Floor

2nd Floor

East Elevetion Of The Northen Building

Night Area

Day Area

Connections

PatiosArcheological Reaminings

22

EXTENSION OF PONFERRADAS COURT OF JUSTICE IN LEN, SPAIN (2010)

EBYADesign DevelopmentArchitectural Competition, 1st PrizeGROSS FLOOR AREA: 2,000 mThe building has a straightforward design that is optimal for a public facility. The design is clear, simple and rational and also includes environmental passive control strategies.

The building is rationally organized by a structural regular grid and the elevator, stairs, sanitary installations and storage areas are concentrated in a longitudinal band at the north face. The office area is a diaphanous space with natural lighting and a flexible layout which can be reorganized easily to add or subtract new offices, working areas, meeting or waiting rooms.

The environmental passive control strategies include a greenhouse in the ground floor, a double faade and solar panels in the terrace.

First Floor

2nd Floor

23

A

BB

A

A

BB

A

EXTENSION OF PONFERRADAS COURT OF JUSTICE IN LEN, SPAIN (2010)

B-B Cross-Section

South Elevation

A-A Cross-Section

3D Model

24

144 APARTMENTS IN LA UVA DE HORTALEZA, SPAIN (2011)

The architectural competition demanded 144 apartments to be displayed in 4 consecutive lots with a maximum height of 8 floors. These lots were part of an old project called La Uva de Hotaleza. This project were a series of 2 floor residential buildings which were singular for their vegetation skin. At the time the project was an achievement of economical and sustainable architecture due to the effective passive environmental strategies used.

The studios new building preserves the vegetation skin in the first two floors because it was considered a characteristic feature of the neighborhood. The rest of the faade is composed by framed blinds which can be moved by the occupants.

Additionally, each tower has gardens displayed arbitrarily that connect to the interior courtyard and make each one unique.

A-A Cross-Section

La Uva de Hotaleza

Passive Environmental Strategies

EBYAArchitectural CompetitionGROSS FLOOR AREA: 19,316 m

25

144 APARTMENTS IN LA UVA DE HORTALEZA, SPAIN (2011)

Ground Floor

2nd Floor

Floor Type 1

Floor Type 2

26

AA

AA

AA

AA

NTHESIS PROJECT - ART CENTER IN GAV, SPAIN (2011)

The lot is in an industrial area next to Barcelona. However, the place is quickly changing due to the growth of the city and every year new projects are built and new necessities appear. The area is the perfect place for a program such as an Art Center because it requires large spaces and here the land cost is much cheaper than in the city.

The educational center I propose covers the whole range of possible art specialties. Also, the center contains a library, a conference hall, a cafeteria and a large exhibition hall. The position and layout of the building are designed to counteract the noise of the highway.

Together with the building, a neglected park on the west side of the lot is included in the proposal. The park is an important feature of the block and a unifying element in the composition of the project.

ETSABJURY: J. GARCS, A. OBIOL, E. SERRA & D. FERRERLOT AREA: 12,185 mGROSS FLOOR AREA: 10,200 m

Site in the Urban Plan Scale

Floorplan

27

THESIS PROJECT - ART CENTER IN GAV, SPAIN (2011)

South-East View

North-West View

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Hallway ViewReception View

Courtyard Cross-Section

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35 TANCAMENT. Premarc dacer galvanitzat amb membrana impermeable fixada.36 PAVIMENT EXTERIOR/INTERIOR ESPAIS COMUNS. Pees de formig de 120x60cm prefabricades prensades i pulides sobre capa danivellat de morter. 37 PAVIMENT EXTERIOR. Sorres Compactes.38 TERRENY. Cono grava gruixuda min 10mm39 TERRENY. Membrana Impermeable amb membrana geotextil protectora.40 TERRENY. Paret de ma que tanca la cambra sanitaria de 30cm.41 ESTRUCTURA Pilar de 35x45cm.42 TERRENY. Formig lleuger amb mallazo.43 FONAMENTACI. Fonament de ledifici en el que sancoren els pilotis.44 TERRENY. Tub de drenatge semiporos de PVC de 35cm de dimetre.45 TERRENY. Llit morter pel tub de drenatge.46 TERRENY.47 TANCAMENT. Env Pladur Metal amb montants de 46mm i panells de pladur de 13mm. Montants horitzontals cada 60cm.48 SISTEMA DE FAANA. Perfil en L dacer, de 15x15cm i 1cm de gruix.49 TANCAMENT. Finestra corredera de doble full amb marc.50 TANCAMENT. Xapa de remat amb junta oberta engatillada de 120 cm de llarg sujectada a omegues embegudes.51 TANCAMENT. Lama formada per una pea de U-glas LINIT (idem anterior) i uns marcs inferiors i superiors dalumini.(motoritzada per girar segons orient. solar) 52 TANCAMENT. Lama formada per una planxa metllica dacer inox. mate i uns marcs inf. i sup. dalumini.(motoritzada per girar segons orient. solar) 53 COBERTA DE XAPA COLABORANT. Perfil UPN 200/IPE 200. Estructura dacer que suporta el forjat de chapa colaborant. Lestructura forma un entramat de 4x8 mts(aprox.) 54 COBERTA INCLINADA. Angular de recolzament de la xapa grecada soldat a lentramat estructural. 10x10cm. 55 COBERTA INCLINADA. Acabat de xapa zenc a junta alada.56 COBERTA INCLINADA. Tauler hidrfug de 19 mm amb llmina separadora/ventilaci(evita condensacions i permet que el zenc dilati relliscant sobre ella).57 COBERTA INCLINADA. Cambra daire de 2cm. Poliestir extrut de 30mm, col.locat amb plafons de 120 x 100cm. Sota lallament una barrera vapor.58 COBERTA INCLINADA. Formig armat amb xapa grecada fent de encofrat perdut.59 COBERTA INCLINADA. Sistema de fals sostre format per unes omegues i perfils atornillats que subjecten un plaf de pladur. 60 COBERTA VERDA.Sustrat vegetal sobre llmina amb tractament antiarrels.61 COBERTA VERDA. Placa drenant 30mm. 62 COBERTA VERDA. Allament trmic de poliestir extrut, membranes dimpermeabilitzaci.63 COBERTA INCLINADA.Entramat de perfils anclats a lestr. formig armat.

ESPECIFICACIONS TCNIQUES

Construction Details

30

MULTIDISCIPLINARY PREMISES FOR YOUNG PEOPLE IN BARCELONA, SPAIN (2007)

The site is located in El Raval neighborhood, which is found in the Ciutat Vella district of Barcelona. The lot has a dividing wall on the north side that was uncovered when the previous building was demolished. The building I propose will replace the old one, setting an end to the block and generating a large plaza at the south. This kind of large open air spaces in such a dense place like el Raval are very valuable. Although the position of the building may seem to cut the street extension strategy, the idea is that the street continues inside the building and becomes a large exhibition hall. Once inside the building people can access the rest of the floors through the elevator and staircase situated at the center.

In the plaza, irregular bleachers are displayed following the shape of the building which could be used as improvised scenarios.

Ground Floor

South Elevation

Concept

Section View

South-West View

ETSAB - Studio XProfessors Mamen Domingo & Eduard CalafellGROSS FLOOR AREA: 2270 m

31

MULTIDISCIPLINARY PREMISES FOR YOUNG PEOPLE IN BARCELONA, SPAIN (2007)

01 Ladrillo e=14cm02 Pintado y estucado blanco03 Losa de hormign armado de 50cm de espesor04 Acabado: grava. e=5cm. Filtro antiraiz geotextil.e=0.5mm. Aislante trmico:Poliestireno extruido. e=5cmLmina impermeable: Hypalon. e=1.5mmCapa de pendiente: 2% - Hormign celular. e=10cm con junta perimetral de 2cmBarrera de vapor de PVC e=1mm05 Pieza de cermica para la proteccin de la lmina impermeable en el canto.06 Plancha de acero inoxidable fijada al murete y soldada con el perfil en T que soporta las cargas del lucernario07 Taco de madera bajo tela impermeable08 Mortero soporte del perfil del canaln09 Lmina impermeable: EPDM. e=5mm10 Banda polietireno expandido Porex .Aislante trmico.11 Perfil en T de acero inoxidable de ala de 13cm y e=2cm12 Travesao de aluminio 5mm13 Pieza en L de acero inoxidable de 13cm de ala y e=2cm14 Plancha plegada aluminio 3 mm.15 Pieza en L de acero inox. e=1cm16Chapa metlica atornillada de 5mm de espesor 17 EPDM recubierto con chapa de aluminio de 2mm18 Silicona estructural para aguantar los vidrios a los perfiles de fijacin19 Vidrio climalit de doble hoja (6mm-6mm-12mm)20 Perfil L de sujeccin del travesao con pasador coliso e=5 mm21 Montante de aluminio a los que quedan collados los perfiles de soporte de los vidrios.22 Siliciona de sellado23 Separador (puntual)24 Fondo de junta de espuma (corrido) 25 HEB 200 de 6 m de largo aprox. Perfil estructural de la fachada de vidrio y el lucernario 26 HEB 160 de 6 m de largo aprox. Perfil estructural de la fachada de vidrio.

Skylight. Detailed Cross-Sections


32

CONSERVATORY OF MUSIC IN BARCELONA, SPAIN (2006)

The site is located in the historical centre of Barcelona. The building consists of two L-shapes which meet at their tips. The staircases and elevators are located in these points. The entrance to the school is located on the west faade and the access to the underground auditorium is under the main porch on the south side of the building.

The L-shape design encloses a courtyard while at the same time opens to the park providing most parts of the building with views to the park.

Due to the narrowness of the streets and the fact that it is an educational building, the windows were a sensitive issue to take into consideration. There are 3 types of windows. The normal windows, which have views to the courtyard, the ones that have views to the public building on the East side and the ones that face residential buildings.

Music Areas Connections

No Music Areas Staircases/ElevatorsCourtyard Cross-Section

Volumetric Model

ETSAB - Studio VIIProfessors Conxita BalcellsGROSS FLOOR AREA: 4470 m

33

CONSERVATORY OF MUSIC IN BARCELONA, SPAIN (2006)

North-East View

South-East View

View from the street

01 Viga dacer peraltada de 20x45 cm, permet el pas dinstalacions02 Forjat chapa collaborant.03 Pilar dacer de 15x20cm.04 Ma cermic 9x14x29 cm.05 Paviment. Parquet de pees de 10 cm06 Paviment. Pedra grantica fosca de 30x30 cm.07 Capa de 15 mm de sorra.08 Capa de morter de 30 mm.

09 Fals sostre suspes de forjat10 Faana aplacada amb taulers de resinas termoestables TRESPA de 10 mm. Penjades a lestructura de sujecci formada per un perfil en L, un altre en T (dalumini) i unes guies horizontals. Aquesta est fixada als maons mitjancant tacs dexpansi.11 Aillant trmic de poliestir extrut.12 Finestra. Marcs dalumini i vidre climatit

amb cambra, millorant les condicions trmiques i acstiques de la sala13 Lames horitzontals de fusta de teca sujectades per perfils de secci circular de 1 cm de dimetre anclats als forjats14 Panel Knauf de 15 mm.15 doble Montant Knauf amb riostres de 70mm dacer inox.16 doble Travesao Knauf 70mm dacer inoxidable.

17 Lana mineral 45 mm.18 Env aplacat amb taulers de resinas termoestables TRESPA de 10 mm. Penjades a lestructura de sujecci de rastrels de fusta de 40x35 mm.


Windows. Detailed Cross-Section

34

HANS CHRISTIAN ANDERSEN MUSEUM, ODENSE, DENMARK (2013)

The concept of the project is based on a spatial interpretation of an idea behind all Hans Christian Andersens fairy tales. In his stories the world is divided in 2: the real & the fantastic.

In our project, the real world is at the surface-level and is represented by the existing buildings, the park and the entrance to the museum. The fantastic world, is underground and hosts the exhibition spaces.

To enter the museum and begin their journey the traveler must go through the lake by descing a ramp. As in HCAs stories, nature is the interface between the 2 worlds and water is the gateway. In our proposal vegetation, water & light are key elements in the visitors experience. These are an intrinsic part of the museum and in combination with several types of Artifacts scattered through the site they help visitors to be aware of this dual world.

At the end of the journey, travelers go into the Moral Space, which returns them back to reality while revealing new knowledge about some aspect of human complexity.

In partnership with T. SANTS, T. ORAMAS, G. LOPEZ, F. RUSSO, A. SIMELIO, S. JAVERAArchitectural CompetitionGROSS FLOOR AREA: 3,697.541 m

Exhibition Spaces Concept

Conceptual Cross-Section

The Proposal

35

HANS CHRISTIAN ANDERSEN MUSEUM, ODENSE, DENMARK (2013)

The Moral SpaceSaxophone

The Storyteller

The Canopy

ARTIFACTS

The Voyeur

The Lantern

36

Geometry

Carcass

Kokedama Holder Design

Holder Design Process

Porosity Permeability

Transpiration

Product

p

Plant

Bonsai Soil

Moss

Kokedama Assembly Process

Soil Ball

Moss Wrap Kokedama

KOKEDAMA HOLDER DESIGN (2015)

The Kokedama Holder is a personal exploration into product design using Rhino + Grasshopper & 3D printing. This exploration is an open project because I continue to modify the design algorithm and produce different results.

Regarding my future goals on this project, I would like to experiment with other materials more suitable for holding plants such as ceramic or biodegradable materials, and to continue the design exploration between vegetation and geometry. These two goals combined are highly challenging because often the plant needs and the structural requirements of these materials are contradictory.

Product DesignInside 2015 Morpholio Competition Honorable Mention

Kokedama Holder Design Process

Kokedama Assembly Process

37

KOKEDAMA HOLDER DESIGN (2015)

Product Rendering Product Image

3D Printing Result

38

Portfolio 2015 V1 0-14Portfolio 2015 V1 15-30Portfolio 2015 V1 31-38

Alex Malagelada Professional Portfolio

Documents

3l11211 brooklyn

new york

decatur street

ferrer architecture

hall street

grand street

interior design summer

barcelona etsab