Portfolio teresa santas 2017 by TERESA SANTAS

Sixth Floor and Penthouse Adition. New York YEAR LOCATION SURFACE AREA PROJECT TYPE

2014 New York 3,527 sqf

Residen al, Roo op + Addi on CREDITS GRO Architects DUTIES AND RESPONSIBILITIES

Proposal design, Landmarks & DOB s ets, community board. In this project we design a floor and penthouse addi on to in an exis ng building from 1900 located in the Seaport District, in front of the East River and close to Brooklyn Bridge. The excep onal loca on together with the historic character of the district have influenced strongly in the design. The project is a series of frames from which one can enjoy the stunning landscape. The first one contains the private areas of the house. The second contains an interior garden and a library. This space can be spa ally ‘merged’ with the third frame by opening its glass enclosure, thus the living room becomes a gardened terrace overlooking the East River. The materials we propose ‘talk’ with the character of the historic surroundings as and express the contemporaneity of the proposal.

SIDEWALK

FIRE STAIR

CEDAR CLOSET

FIRE STAIR

4'-3"

LAUNDRY ROOM

STORAGE 76 SF

MASTER BEDROOM

UP 17R

DN 25R

NEW ELEVATOR

KITCHEN

MASTER BATHROOM

7'-0" DN 22R

ELEVATOR MECHANICAL ROOM

SKYLIGHT

DN 19R

LUCAS BEDROOM BUILT-IN BOOKSHELF UP 22R

GREEN HOUSE (908 SF)

HOME OFFICE 96 SF

W.I.C.

LIVING ROOM

DN 5R

DN 11R

GREEN HOUSE (908 SF)

DINING ROOM

W.I.C. ROOF OF NEW SIXTH FLOOR ADDITION EL. 70'-8"

21'-1"

BATHROOM

POOL

FIFTH FLOOR RESIDENTIAL UNIT

LIVING ROOM

MASTER BEDROOM

5'-3"

LUCA'S BEDROOM (126SF)

2'-6"

FIREPLACE

FOURTH FLOOR

PLANTER

RESIDENTIAL UNIT 4B

RESIDENTIAL UNIT 4A

THIRD FLOOR

18 Units and Commercial Space. Jersey City YEAR LOCATION SURFACE AREA PROJECT TYPE

2014 Jersey City 23,600 SF

A-302

T.O. PENTHOUSE 77' - 5 1/2"

A-302

18 Units and commercial space CREDITS GRO Architects DUTIES AND RESPONSIBILITIES

CONDENSING AND MECHANICAL EQUIPMENT

Design, Planning Board T.O. ROOF 65' - 7 3/4"

This sixteen unit residen al project is located in Division Street, at the edge of the Downtown area. The building reflects the character of the neighborhood with its industrial materials and playful design. It is located in the vicinity of the New Jersey turnpike extension, visible from the rear yard, and in FEMA designated flood zone that requires the building to be raised five feet above grade. The approach of this project transforms constrains into design features. The building sits on top of concrete foundaons and walls to protect it from possible floods, over which sits the public elements on the first floor, made of lightweight , transparent infrastructure (commercial space) , ar culated with expanded metal mesh (entrance ramp and stairs). The residen al volume cants forward at an angle in the street façade that is made out a clad expanded metal mesh rainscreen that frames the recessed square openings made out of clad lime green compressed paper board panels and large windows. The building has several environmental sustainable solu ons such as solar panels for hot water, grey water collec on, interior renewable materials, ample bike storage and a green façade oriented to south where vines are growing in a preinstalled trellis grid.

UNIT 18

UNIT 15

LIVING ROOM

KITCHEN

BATHROOM

COMMON SPACE

KITCHEN

LIVING ROOM

FIFTH FLOOR PLAN 53' - 11 3/4"

UNIT 14

UNIT 11

LIVING ROOM

3 A-402

KITCHEN

BATHROOM

COMMON SPACE

KITCHEN

LIVING ROOM

FOURTH FLOOR PLAN 42' - 3 1/4"

UNIT 10

UNIT 7

LIVING ROOM

KITCHEN

BATHROOM

COMMON SPACE

KITCHEN

LIVING ROOM

THIRD FLOOR PLAN 30' - 6 3/4"

UNIT 3

LIVING ROOM

UNIT 6

KITCHEN

BATHROOM

COMMON SPACE

KITCHEN

LIVING ROOM

SECOND FLOOR PLAN 18' - 10 1/4"

COMMERCIAL SPACE

UNIT 2

COMMON SPACE

KITCHEN

LIVING ROOM

FIRST FLOOR PLAN 5' - 8" BFE 4' - 8"

CRAWL SPACE

REAR YARD

AVERAGE LEVEL 0' - 0"

16'

Cross Sec on

Street rendering

18 Units and Commercial Space. Jersey City LIGHT WELL OF ADJACENT BUILDING

WINDOW WELL TO MATCH EXISTING ADJACENT WINDOW

EXISTING 3 STORY BUILDING

(ROOF EL. = 17')

PROPERTY LINE

87' - 3 1/4"

14' - 6 1/4"

5' - 0 1/4"

2' - 2 1/2"

7' - 0"

12' - 2"

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

7' - 0"

12' - 2"

5' - 0"

12' - 6 1/2"

4' - 6 1/2"

10' - 9 1/4"

6' - 4 3/4"

10' - 7 1/4" 5' - 4"

2' - 5 1/2"

8' - 9 1/4"

5' - 0 1/4"

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

4' - 0"

4' - 6"

10' - 0"

2' - 8 1/4"

1' - 0 1/2"

21' - 9 1/2"

17' - 9 1/4"

44' - 2 1/2" 87' - 4 1/2"

A-302

A-302 A-203

WALL MOUNTED TRELLIS FOR CLIMBING PLANTS

ASPHALT PAVED LOT

1 1

9' - 9 3/4"

DN 21R

25' - 4 3/4"

A-203

10' - 4 1/2"

2' - 0" 17' - 8"

A-201 A-205 -

6' - 5 3/4"

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

15' - 1"

2 6'-0" EXPANDED METAL MESH A-302 FENCE, ANODIZED ALUMINUM

6' - 5 3/4"

5' - 0"

4' - 7 3/4"

3' - 7" 13' - 2"

9' - 7" 4' - 0"

7' - 1 1/2"

9' - 8 1/2" 4' - 11 3/4"

RAMP UP

84' - 11"

First Floor Plan

3' - 6"

4' - 6"

4' - 11 3/4"

13' - 2"

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

48' - 8 3/4"

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

RAMP UP

E.L. 1' - 10 3/4"

14' - 4"

MECHANICAL ROOM

15' - 1"

UNIT 15

UP 21R

11' - 2 1/4"

11' - 3 1/2"

6' - 8 1/2"

4' - 3 3/4"

E.L. 3' - 9 1/4"

12' - 2"

UNIT 17

RAMP UP

1 2 3

24' - 1 1/4"

A-301

8' - 1 3/4"

5' - 6 3/4"

TRASH ROOM

9' - 8 1/2"

5' - 3 1/4"

1' - 0 3/4"

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

24' - 4 1/4"

5' - 0"

13' - 2"

4' - 8"

23' - 2 1/2"

UP 10R

8' - 3"

STAIR B

6' - 10 1/2"

C 1

E.L. 5' - 8"

26' - 1"

UP 23R

10' - 7 1/4"

4' - 8"

31' - 9 1/2"

8' - 3 1/4"

4' - 8"

6' - 9 3/4"

DIVISION STREET

8' - 5 1/4"

4' - 10 1/2"

UNIT 16

REF

15' - 10"

7' - 0"

13' - 1 1/4"

DN 10R

REAR YARD UNIT 2

HALL

A-205 A-201 A-204

ELEVATOR

UNIT 2

6' - 0"

3' - 6"

B.F.E +1' E.L. 5' - 8"

4' - 8"

5' - 7 1/4"

8' - 3"

3' - 10"

23' - 4 3/4" 15' - 1 3/4"

1 A-301

COMMERCIAL

6' - 0"

0' - 3"

49' - 0 1/4"

23' - 4 3/4"

49' - 0 1/2"

12' - 10 3/4"

7' - 8"

3 1

LOBBY

5' - 10"

3' - 6"

5' - 10"

UNIT 1 15' - 8 3/4"

UNIT 18

12' - 6 1/2"

20' - 5 1/4"

DN 10R

23' - 0 3/4"

13' - 2"

A-202

20' - 3 1/4"

4' - 0 3/4"

B 1 A-303

4' - 8 1/2"

3' - 0" 4' - 2"

2' - 3 1/2"

10' - 0"

10' - 10 3/4"

DN 21R

17' - 8"

49' - 0 1/4"

5' - 0 3/4"

6' - 6 1/4"

4' - 7" 6' - 11"

4' - 0"

11' - 2 1/4"

REF

UP 23R

24' - 5"

33' - 3"

7' - 4 3/4"

5' - 0"

STAIR A

4' - 7"

19' - 9"

4' - 8"

5' - 0"

7' - 0"

6' - 11 3/4"

8' - 4 1/2"

11' - 2 1/4" REAR YARD UNIT 1

29' - 8 3/4"

2' - 11 1/2"

4' - 10 1/4"

10' - 8 3/4"

7' - 0 1/4"

9' - 7"

8' - 4 1/2"

8' - 3"

17' - 9 3/4"

5' - 8 1/2"

6' - 0"

4' - 0"

17' - 0 3/4"

4' - 8"

8' - 10 1/4"

4' - 7"

6' - 2 1/2"

3' - 11"

10' - 10 3/4"

UP 10R

10' - 0"

5' - 8 1/4" 3' - 11 1/4"

10' - 0"

3' - 0"

E.L. 5' - 8"

10' - 0 3/4"

7' - 3 1/2"

0' - 8"

77' - 10 1/2"

MECHANICAL ROOM

25' - 3 1/2"

MAXIMUM 36" CANTILIVER INTO ROW AT FIFTH FLOOR

PROPERTY LINE

Fourth Floor Plan

PROPERTY LINE

ADJACENT WINDOW

ROOF OF ADJACENT 3 STORY BUILDING

REMOVABLE FRAME & FABRIC STRUCTURE ENCLOSING CABANAS

(ROOF EL. = 17') PROPERTY LINE

25' - 4 3/4"

17' - 9 3/4"

9' - 7"

4' - 10 1/4"

27' - 10 3/4"

25' - 3 1/2"

17' - 9 3/4"

9' - 7"

4' - 10 1/4"

27' - 3 1/4"

3' - 0"

7' - 7 3/4" 7' - 10"

10' - 10 1/2"

3' - 10"

6' - 11 1/4" 48' - 8 3/4"

CABANA

1 2 3

4' - 2"

8' - 9 1/4"

5' - 0"

35' - 6 1/4"

35' - 2" 9' - 10" 4' - 0"

DN 21R

STAIR B

7' - 10"

30' - 1"

9' - 5 3/4"

10' - 0 1/2"

WET BAR

19' - 8"

20' - 8"

CONDENSING AND MECHANICAL EQUIPMENT

ELEVATOR

11' - 2 1/4"

DIVISION STREET

A-301

A-201 A-205 -

A-403

15' - 11"

5' - 8 1/2"

5' - 0 1/4"

STAIR B

17' - 8"

49' - 0 1/2"

5' - 1" 5' - 0"

8' - 1 3/4"

4' - 0"

7' - 1 1/2"

22' - 6 1/4"

4' - 11 3/4" 7' - 0"

12' - 2" 19' - 10 3/4"

2' - 0"

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

10' - 7 3/4"

25' - 3 1/2"

42' - 3 3/4"

2' - 5 1/4"

7' - 8 1/4"

4' - 7"

4' - 11 1/2"

4' - 4 1/2"

2' - 11 1/4"

17' - 9 1/4"

15' - 1"

7' - 0"

10' - 9" 6' - 4 3/4"

2' - 3" 3' - 0"

2' - 7 3/4"

4' - 11"

5' - 4"

10' - 7"

9' - 8 1/2"

UP 21R

5' - 3"

24' - 2 1/4"

4' - 8"

9' - 9 3/4"

7' - 0"

10' - 0"

UNIT 3 12' - 2"

6' - 5 3/4"

3' - 8 3/4"

DN 23R

11' - 2 1/4"

CABANA

4' - 5"

5' - 0"

4' - 2"

4' - 0"

8' - 3 1/4"

4' - 6"

13' - 2"

15' - 10"

CABANA

5' - 0"

3' - 7"

14' - 7 3/4"

ELEVATOR

A-201 A-205 A-204

4' - 8"

UNIT 5

3 1 2

4' - 8"

3' - 5"

UNIT 4

6' - 5 3/4"

HALL

3' - 0"

10' - 7 3/4"

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

6' - 2 3/4"

17' - 8"

A-301

4' - 7"

3' - 0" 14' - 6 1/4" 4' - 0"

4' - 2"

7' - 0"

10' - 10 3/4"

6' - 6 1/4"

4' - 7"

10' - 0"

5' - 0 3/4"

48' - 8 3/4"

STAIR A

10' - 0"

13' - 2"

4' - 11 3/4"

9' - 9 1/4"

8' - 3 1/4"

UNIT 6

4' - 8"

DN 23R

17' - 8"

UP 21R

15' - 10"

A-202

5' - 0 3/4"

8' - 4 1/2"

6' - 11"

4' - 0"

11' - 2 1/4"

7' - 2 1/2"

24' - 6 1/2"

4' - 8"

10' - 0 3/4"

5' - 8 1/2"

5' - 5 3/4"

30' - 5"

3' - 0 1/2"

A 15' - 1"

25' - 4 3/4"

85' - 5 3/4"

17' - 9 1/4"

41' - 9"

3' - 0"

2 A-302 1

1 2 A-302

A-302

GARDENS A-203

A-203

PORTABLE GRILL

PROPERTY LINE

Seconf Floor Plan

Roof Plan 0'

16'

FOURTH FLOOR PLAN 42' - 3 1/4"

AMICO ARCH 'BILBAO' EXPANDED ANODIZED ALUMINUM METAL MESH FLASHING WITH 3% MIN SLOPE STEEL 'T' PROFILE TRESPA 'METEON' PANEL COLOR: LIME GREEN

AMICO ARCH 'BILBAO' EXPANDED ANODIZED ALUMINUM METAL MESH

TRESPA 'METEON' PANEL COLOR: LIME GREEN 2 X 6 WOOD STUD WALL 16" O.C. W/R-19 BATT INSULATION

2 X 4 WOOD STUD WALL 16" O.C. W/R-19 BATT INSULATION

ANODIZED ALUMINUM FRAME. SECONDARY FACADE STRUCTURE

Division St.reet eleva on STAINLESS STEEL CABLE HANDRAIL

STAINLESS STEEL CABLE HANDRAIL

AMICO ARCH 'BILBAO' EXPANDED ANODIZED ALUMINUM METAL MESH

2 X12 WOOD JOIST 16" O.C. W/ R-38 PERIMETER INSULATION DOUBLE 2 X12 PERIMETER BANDS STAINLESS STEEL GRATE

STEEL 'T' PROFILE ANODIZED ALUMINUM FRAME. SECONDARY FACADE STRUCTURE AMICO ARCH 'BILBAO' EXPANDED ANODIZED ALUMINUM METAL MESH

THIRD FLOOR PLAN 30' - 6 3/4"

TRESPA 'METEON' PANEL COLOR: LIME GREEN

NOITCES -LIATED WODNIW 3 "0-'1 = "1

WINDOW DETAIL - ELEVATION 1" = 1'-0" Description

No. Date

STAINLESS STELL GRATE TRESPA 'METEON' PANEL COLOR: LIME GREEN 2 X 6 WOOD STUD WALL 16" O.C. W/R-19 BATT INSULATION

2 X 6 WOOD STUD WALL 16" O.C. W/R-19 BATT INSULATION

TRESPA 'METEON' PANEL COLOR: LIME GREEN

2 X 4 WOOD STUD WALL 16" O.C. W/R-19 BATT INSULATION

STAINLESS STEEL CABLE HANDRAIL 4' - 7" 1' - 1"

ANODIZED ALUMINUM FRAME. SECONDARY FACADE STRUCTURE

AMICO ARCH 'BILBAO' EXPANDED ANODIZED ALUMINUM METAL MESH

Opening details

Maritime Cultural and Popular Music Center. Taiwan YEAR LOCATION SURFACE AREA PROJECT TYPE

2011-2013 Kaohsiung, Taiwan 11Ha

Winner of Interna onal Tender, design development, Construc on Documents.

CREDITS

Main Core: Manuel Álvarez-Monteserin, Beatriz, Pachón, Antonio Alejandro, Javier Simó , Lain Satrustegui, Antonio Corona y Arsenio P. Amaral, Guiomar Contreras, Sara Pérez Andrés Infantes, Jorge López, 2nd Phase New Staﬀ: Maria Mallo, Mª Teresa Santás, Ignacio Álvarez-Monteserín, Jaime López, Angel J. Abruña Javier Gu errez, Beatriz Crespo, Laura Mar n, Alicia Domingo Medrano, Ismael García Abad, Luis Marcos Nieto, Pablo Salvador, Javier Aguirre, Computer Graphics: Manuel Alvarez-Monteserín, Ignacio Alvarez-Monteserín, Javier Gu errez, Maria Mallo, Jaime Lopez Video: Jaime López y Pablo Salvador Local Partner: HOY architects. Interna onal Consultants during Tender. Acús ca, Xu acous que, Paris. Estructuras, BOMA, Barcelona. Escenogra a, Theatre Projects Consultants, London. Facili es, ARUP, Hong Kong. Other local consultants

Area 1

DUTIES AND RESPONSIBILITIES Development of Architectural Design and Drawings. Review of documents according to Tender Requirements. Compe on, Design Development and Construc on Documents.

Area 3

Area 2

ZONE 1: This development will operate as a Music Centre during concerts and fes vals but also it will be also used daily for other non-speciďŹ c ac vi es. The Project extends along a bay over a surface area of more than 27 ac. and is divided into three interconnected zones. The design takes into account environmental criteria. - Zone 1: This zone consists of The Outdoor Performance Hall (12000 seats), The Large Performance Hall (5000 seats) and The Pop Music Exhibit Area that has two towers of 113 and 83 meters high.

Cross Section of The Auditorium

Maritime Cultural and Popular Music Center. Taiwan 1. Roof Simplification

ZONE 2: - Zone 2: Due to the popularity of Night Markets in Taiwan we proposed this as an extra func on for zone 2 over and above the requirements of the Tender. This would ensure the bay being used all year round. The Marine Culture Exhibit Area consists of a range of buildings interconnected by a promenade, which also connects with other development areas. This part of the Complex is 6 meters above the ground level, which allows skyline and seaviews long its en rety.

GROUND LEVEL 1-2m LOW ROOF LEVEL 3- 4 m MEDIUM ROOF LEVEL 4-5 m UPPER ROOF LEVEL 6-16 m

2. Roof Levels

Height Gradient

3. Structural Types

Type 1: Structural tree 1 Type 2: Stvructural tree 2 Shear Core

ZONE 3: - Zone 3: This lineal shaped area connects two important centers of ac vity in the bay, which is the Ferry Sta on in the South and the Night Market in the North. In this zone we propose three diďŹ&#x20AC;erent streets: the ďŹ rst of which runs through the indoor gallery, which has the entrances to the Small Performance Halls (8 units 200-400 seats); the second 8 meters above the Gallery and at the seafront; and the third is a pedestrian street which runs by the city.

The Extension of the Court of Ponferrada. Spain. YEAR 2010 Ponferrada. León LOCATION 37,675 SF / 3.500m² SURFACE AREA PROJECT TYPE Winner. Na onal Tender CREDITS

Enrique Bardají y Asociados. S.L. DUTIES AND RESPONSIBILITIES

Tender, Schema c Design, Design Development, Construc on Documents and Detailed Study

The design of the building reinforces the representa veness of its func on, this contrast with the domes c look of its surroundings by the ‘Sil’ riverbank. The straigh orwardness, clarity and efficient layout of the design together with the incorpora on energy-saving measures support its representa ve nature. The adaptability of the building relies on its regular and ra onal structural grid. This arrangement allows the alloca on of ver cal communica ons, secondary spaces and storage areas in the northern opaque strip of the building. The office areas are bright naturally illuminated open spaces whose layout can be rearranged as needed to accommodate the poten al changes of the building program may get over me. The project is commi ed energy saving strategies that are ingrained in its design, as it is showed by the greenhouse in the ground floor, solar panels in its roof terrace and the double facade that reduces the ven la on and cooling loans.

The Extension of the Court of Ponferrada. Spain.

ARCHIVO

ESCALERA

VOLUMENES GENERALE

Construction Document Sample. VENDING ASEO 2

DISTRIBUIDOR ASEO 1 DISTRIBUIDOR

DESPACHO DE FISCAL 7

TERRAZA

COMISARIA

DISTRIBUIDOR

SECRETARIA

DESPACHO DE FISCAL 2

DESPACHO DE FISCAL 3

EJES DE ESTRUCTURA

DESPACHO DE FISCAL 1

Sup. util: 5,26m²

DESPACHO DE FISCAL 6

DISTRIBUIDOR

DESPACHO DE FISCAL DIRECTOR

VOLUMENES GENERALES

DESPACHO DE FISCAL 4

DESPACHO DE FISCAL 5

VOLUMENES PARCIALES SALA DE REUNIONES

HUECOS DE FACHADA EJES DE ESTRUCTURA

Floor Materials

ESCALERA Sup. util: 22,33 m² ARCHIVO

ESCALERA

DISTRIBUIDOR Sup. util: 7,65 m²

ARCHIVO Sup. util: 13,14m² ASEO 1

ASEO 2 Sup. util: 5,26m²

VOLUMENES PARCIALES

SALA POLIVALENTE

VENDING Sup. util: 7,08 m²

VENDING ASEO 2

DISTRIBUIDOR

DISTRIBUIDOR Sup. util: 7,19 m²

ASEO 1 DISTRIBUIDOR

DESPACHO DE FISCAL 7

TERRAZA DISTRIBUIDOR

DESPACHO DE FISCAL 7 Sup. util: 17,91 m²

SALA POLIVALENTE

SECRETARIA

DESPACHO DE FISCAL DIRECTOR

DESPACHO DE FISCAL 1

TERRAZA Sup. util: 33,43 m²

DESPACHO DE FISCAL 6

DISTRIBUIDOR

DESPACHO DE FISCAL 2

DESPACHO DE FISCAL 3

DESPACHO DE FISCAL 4

DISTRIBUIDOR Sup. util: 23,36 m²

DESPACHO DE FISCAL 5

SALA DE REUNIONES

SALA POLIVALENTE Sup. util: 38,26m²

SECRETARIA Sup. util: 41,46 m²

DISTRIBUIDOR Sup. util: 105,00 m²

Floor Tiles V3

V1 ARCHIVO

ESCALERA

R B

MP.4

DISTRIBUIDOR

PM.1

PI.P2

VENDING

MP.4

DESPACHO DE FISCAL DIRECTOR Sup. util: 25,22m²

V10 V10 PM.1

PI.P2

FM.3

PM.1

DISTRIBUIDOR

PI.3

V1 ASEO 2

ASEO 1

FM.4

FM.5

PMa.1

DESPACHO DE FISCAL 1 Sup. util: 18,60 m²

DESPACHO DE FISCAL 2 Sup. util: 18,85 m²

DESPACHO DE FISCAL 3 Sup. util: 18,60 m²

DESPACHO DE FISCAL 7

TERRAZA

DESPACHO DE FISCAL 6 Sup. util: 17,86 m²

_ 12,60 _ 12,45

DESPACHO DE FISCAL 4 Sup. util: 18,85m²

DESPACHO DE FISCAL 5 Sup. util: 15,57 m²

DISTRIBUIDOR

B PMa.1 PMa.1

SALA DE REUNIONES Sup. util: 42,13m²

PMa.1

SALA POLIVALENTE

SECRETARIA

PMa.1

DESPACHO DE FISCAL 6

DISTRIBUIDOR

V6 PMa.1 PMa.1

DESPACHO DE FISCAL 1

PMa.1

DESPACHO DE FISCAL 2

PMa.1

DESPACHO DE FISCAL 3

PMa.1

DESPACHO DE FISCAL 4

PMa.1

SALA DE REUNIONES

V6r

Wall Materials ARCHIVO

ESCALERA

V6r

VOLUMENES GENERALES

DESPACHO DE FISCAL 5

PMa.3

EJES DE ESTRUCTURA

DESPACHO DE FISCAL DIRECTOR

VOLUMENES PARCIALES

CASA DE

EJES DE ESTRUCTURA

VENDING ASEO 2

DISTRIBUIDOR

VOLUMENES PARCIALES

ASEO 1 DISTRIBUIDOR

VOLUMENES GENERALES DESPACHO DE FISCAL 7

TERRAZA DISTRIBUIDOR

SALA POLIVALENTE

SECRETARIA

DESPACHO DE FISCAL DIRECTOR

DESPACHO DE FISCAL 1

DESPACHO DE FISCAL 2

3 FLOOR PLAN

DESPACHO DE FISCAL 6

DISTRIBUIDOR

DESPACHO DE FISCAL 3

DESPACHO DE FISCAL 4

DESPACHO DE FISCAL 5

SALA DE REUNIONES

Ceiling Materials

CULTURA

Construction Document Sample.

Residences and Commercial space in Tribeca. New York 2016 Tribeca, New York 26,700 SF

ADJACENT BUILDING

NEW OPENING AT FORMER SHAFT TO BE CLOSED. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS

EXISTING CHASE TO REMAIN

ADJACENT BUILDING

AUTOMATIC CLOSE DOOR

PROVIDE FIRE DAMPER AND IRE STOPPING AT DUCT PENETRATION THROUGH 2HR. RATED ASSEMBLY

EXISTING CHASE TO REMAIN

TOILET EXHAUST DUCT ENCLOSURE

3' - 11 3/4"

11' - 7 1/4"

2' - 0"

STAIR B

4' - 5"

DUANE STREET

10' - 8" 22' - 7 1/4"

A.08

11' - 0 3/4"

5' - 0"

6' - 6"

RACK

5' - 11 1/2"

16' - 2 1/4"

4' - 9"

10' - 8 3/4"

ALCOVE 3

14' - 4 1/2"

10' - 1"

33' - 9 1/4" 5' - 2 1/4"

4' - 0 1/4"

A.07

RESIDENTIAL NOT IN SCOPE EXISTING TO REMAIN

1' - 5 1/2"

16' - 3 1/2"

13' - 9 1/2"

5' - 8 1/4" 5' - 0" 6' - 5 1/4"

REF. DW

5' - 4"

23' - 10"

6' - 2 3/4"

A.09

10 1/8"

NO SLEEPING

14' - 5 3/4"

22' - 7 1/2"

LIVING ROOM

2 A-551

W.I.C DN

A.10

5' - 0"

6' - 3"

COVERED OUTDOOR DECK

RESIDENTIAL

BEDROOM 2

REF.

15' - 0 3/4"

COVERED OUTDOOR DECK

6' - 10 3/4"

13' - 9 1/2"

BATHROOM 2

BATHROOM 3

NOT IN SCOPE EXISTING TO REMAIN 25' - 3 1/2"

28' - 8 3/4"

4' - 11 1/4"

19' - 8 3/4"

ALCOVE 3

2' - 10 3/4"

WET BAR

7' - 11 1/4"

12' - 9"

REF.

14' - 3"

6' - 9 3/4"

12' - 9"

8' - 9 1/4"

REF.

KITCHEN

A.11

5' - 0"

12' - 1 1/2"

OVEN

5' - 9 1/2"

10' - 9 1/4"

REF.

BATHROOM 3

STAIR A

10' - 8 3/4"

PANTRY

8' - 1 3/4"

13' - 5"

3' - 1 5/8"

TOILET EXHAUST DUCT ENCLOSURE PROVIDE FIRE DAMPER AND IRE STOPPING AT DUCT PENETRATION THROUGH 2HR. RATED ASSEMBLY

24' - 4"

5' - 11"

3' - 1 1/2"

15' - 3 1/4"

A.06

BEDROOM 1

BATHROOM 1

13' - 10 1/2"

4' - 0"

6' - 0"

22' - 3 3/4"

14' - 8 1/4"

4' - 1"

OVEN

5' - 5"

A.05

6' - 6 1/2"

MASTER BEDROOM

ADAPTABLE BATHROOM

4' - 8 1/4"

DINING

6' - 5 3/4"

5' - 1"

6' - 10 1/2"

2' - 0 1/4"

6' - 2 3/4"

12' - 7 3/4"

ADAPTABLE BATHROOM 2

8' - 10 1/2"

BEDROOM 2

A.12

9' - 10"

12' - 5 1/4"

5' - 0"

KITCHEN

WET BAR

A.04

20 OCCUPANTS

8' - 7 1/4"

39' - 7 1/2"

8' - 11 1/4"

8' - 8"

REF.

LAUNDRY

11' - 1 1/2"

21 OCCUPANTS

RESIDENTIAL (R-2)

REF.

9' - 9 3/4"

READE STREET

26' - 7 1/2"

BATHROOM 4

22' - 2 1/4"

W.I.C NO SLEEPING

LAUNDRY 35' - 4"

50' - 8"

A-201

7' - 1 1/2"

A.03

19' - 5 1/2"

PANTRY

(

LIVING ROOM

NEW STEEL COLUMN, 1 HOUR FIRE-RATED WITH SHEETROCK WRAP. SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS

12' - 8 1/2"

4'&- 3 1/2"

5' - 9 1/4"

ALCOVE 1

9' - 11 1/4"

W.I.C 5' - 1 3/4"

7' - 4"

REF.

16' - 6 3/4" 6' - 0 1/2"

% STAIR C

RACK

2' - 7"

CL 3' - 5 1/4"

ALCOVE 2

ALCOVE 1

DN 29R

% 2 A-420

6' - 3"

10' - 3 1/2"

18' - 2 1/2"

4' - 9 1/4"

20' - 11 1/4"

21' - 9 1/4"

LINE OF NEW STEEL BEAM ABOVE, FLUSH MOUNT, SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS

13' - 9 3/4"

BATHROOM 4 12' - 8 1/2"

13' - 1 3/4"

7' - 6 3/4"

NOT IN SCOPE EXISTING TO REMAIN

2' - 11 1/2"

F.06

5' - 7"

8' - 7 1/2" 31' - 5 3/4"

A.01

A.02

F.04

EXISTING PIPES TO REMAIN NEW PARTITION

PARTIAL FURRING WALL 2' 5" HIGH

2 A-421

LINE OF EXISTING CHASE ABOVE

LINE OF DECK ABOVE

NEW STEEL POSTS, SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS

ROOF OF FIRST FLOOR OF ADJACENT BUILDING

ADJACENT BUILDING

EXISTING CHASE TO REMAIN

ROOF OF FIRST FLOOR OF ADJACENT BUILDING

ADJACENT BUILDING

A-202

Second Floor Plan $

A-203 L-424 1

EXISTING WINDOW ABOVE

ADJACENT BUILDING

ADJACENT BUILDING 174' - 0 1/2"

1.3

11' - 5 1/4"

% 1 A-420

INTAKE DUCT FROM UNIT 2 ABOVE SEE M-300

EXHAUST DUCT FROM RESIDENTIAL UNIT 2 ABOVE SEE M-300

NEW STEEL COLUMN, 1 HOUR FIRERATED WITH SHEETROCK WRAP. SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS

6' - 6 1/4"

LINE OF NEW 2 HOUR RATED SOFFIT TO ENCLOSE NEW RESIDENTIAL TOILET EXHAUST DUCT FROM ABOVE (C.H.=13'-10") LINE OF EXISTING DROPPED CEILING AT ENTRY VESTIBULE

32' - 2"

( LINE OF NEW 1 HOUR RATED SOFFIT TO ENCLOSE NEW RESIDENTIAL TOILET EXHAUST DUCT FROM ABOVE

NEW RESIDENTIAL TOILET EXHAUST DUCT ABOVE NEW DROPPED CEILING NEW RESIDENTIAL TOILET EXHAUST DUCT FROM RESIDENTIAL UNIT 1 ABOVE SEE M-300

6' - 6 1/4"

46' - 7"

( *

INTAKE DUCT FROM RESIDENTIAL UNIT 1 ABOVE SEE M-300

NEW CURTAIN WALL NEW ENTRANCE DOOR ALL COMMERCIAL BATHROOMS SHALL CONFORM TO 'ANSI A 117.1-2009'

PROVIDE DAMPER AND FIRE STOPPING AT DUCT PENETRATION AT EXISTING 2HR RATED WALL

64' - 8 3/4"

14' - 4"

1.6

LINE OF NEW 1 HOUR RATED SOFFIT TO ENCLOSE NEW RESIDENTIAL INTAKE DUCT FROM ABOVE

2 A-205

EXISTING STAIRS TO MEZZANINE

LINE OF 2 HOUR RATED SOFFIT ABOVE FOR REFRIGERANT PIPING. CONTRACTOR TO VERIFY LOCATION OF SHAFT ABOVE TO COORDINATE LOCATION OF SOFFIT (C.H. 13'-10") LINE OF 2 HOUR RATED SHAFT ABOVE, CONTRACTOR TO COORDINATE SOFFIT IN COMMERCIAL SPACE WITH LOCATION OF SHAFT ABOVE

PROVIDE DAMPER AND FIRE STOPPING AT DUCT PENETRATION AT EXISTING 1HR RATED WALL

2' - 9" 1.9

PROVIDE FIRE DAMPER AND FIRE STOPPING AT DUCT PENETRATION AT EXISTING 2 HR RATED WALL

7' - 3 1/2"

1.2

)

COMMERCIAL - RETAIL (M) *120 OCCUPANTS

39' - 6"

UP 12R

5' - 1" LINE OF NEW 1 HOUR RATED SOFFIT TO ENCLOSE NEW RESIDENTIAL INTAKE DUCT FROM ABOVE

(

FUTURE COMMERCIAL INTAKE

11' - 7 1/4"

5' - 7" INTAKE VENTILATION DUCT FROM ABOVE FOR RESIDENCE

PROVIDE FIRE DAMPER AND FIRE STOPPING AT DUCT PENETRATION AT EXISTING 1HR RATED WALL FUTURE COMMERCIAL INTAKE DUCT

INTAKE VENTILATION DUCT FROM ABOVE FOR RESIDENCE

3' - 1 3/4"

STAIR A UP 25R

DN 19R

56' - 5 1/2"

9' - 2"

15' - 2 1/2"

12' - 5"

1.18

36' - 2 1/2"

UP 26R

UP 3R

RESIDENTIAL LOBBY

RESIDENTIAL NOT IN SCOPE EXISTING TO REMAIN DN 18R

95' - 10"

5' - 1 1/2"

(

STAIR B

9' - 0 3/4"

A-201

42' - 9 3/4" LINE OF EXISTING DROPPED CEILING AT ENTRANCE VESTIBULE

LINE OF NEW 1 HOUR RATED SOFFIT TO ENCLOSE NEW RESIDENTIAL TOILET EXHAUST DUCT FROM ABOVE

26' - 10 3/4"

2' - 9 1/2"

1.10

33' - 8 3/4"

7' - 4"

1.8 5' - 1 1/2"

8' - 1"

72 READE

8' - 0 3/4"

22' - 3 1/2"

5' - 1 1/2"

RESIDENTIAL LOBBY

31' - 0"

8' - 6 3/4"

10' - 8 1/4"

16' - 3"

STAIR C

3' - 10"

RESIDENTIAL ELEVATOR

1.7

4' - 3 1/4"

COMMERCIAL ELEVATOR

7' - 3"

1.4

4' - 3 1/4"

42' - 9 3/4"

6' - 5 1/2"

72 Reade Street project is an extensive altera on and change of use of 3 stories on a 7+2 stories Tribeca Building. The building was originally built in 1956 and successive works turned the building into the 7 story building we see today. This building is located in a Landmarks district and is made by exterior masonry construc on with heavy mber interior horizontal structure and cast iron columns. Our project transformed the basement and first floor from storage into a ‘vanilla box’ commercial space whereas the former second floor office space in the second floor into two residen al units of about 4000 SF. The design of the units highlights the high ceiling and light coming from the facades 9’ x 5’ arched windows. The lo ed interior space has several alcoves which provide different grades of privacy accentuated by specific dropped ceiling areas. Both units have a luxurious distribu on with four bathrooms, two bedrooms, three alcoves, high end kitchen and dining spaces. Each unit also has an exterior covered deck of 300 S . The units combine the unique old industrial look of the neighborhood with high end space and adapted to modern lifestyle.

A-203

F.07

PHASES

SD, Landmarks, DD, CD, Bid Set

ROOF OF FIRST FLOOR OF ADJACENT BUILDING

23' - 2 3/4"

Altera on and Change of Use in Landmarks Building CREDITS GRO Architects

ROOF OF FIRST FLOOR OF ADJACENT BUILDING

8' - 6 3/4"

YEAR LOCATION SURFACE AREA PROJECT TYPE

RESIDENTIAL ELEVATOR

*NOTE: BASED ON THE CERTIFICATE OF OCCUPANCY NO CHANGE OF USE OR OCCUPANCY IS PROPOSED

6 A-421

ADJACENT BUILDING

PROJECTION OF MEZZANINE ABOVE

ADJACENT BUILDING

A-202 L-422

First Floor Plan

2 A-542

THIRD FLOOR 30' - 3" WOOD CASEMENT WINDOW AND UPPER FIXED PANEL. INSULATING LAMINATED GLASS WINDOWS WITH CREAM EXTERIOR FINISH; COLOR TO BE SELECTED BY ARCHITECT. LIGHT AND AIR PROVIDED PER CCD1 #41634

A.01

A.02

A.03

A.04

A.05

NEW STEEL GRILLES PAINTED BLACK REPLICATING ORIGINAL

A.06

EXISTING CORNICE TO BE CLEANED AND REPAINTED

EXISTING DECORATIVE CAST METAL TO BE CLEANED & REPAINTED NEW STEEL GRILLES PAINTED BLACK REPLICATING ORIGINAL OVER LOUVERS

NEW STEEL GRILLES PAINTED TO REPLICATE ORIGINAL EXISTING INTAKE LOUVERS TO BE REPLACED WITH NEW LOUVERS TOILET INTAKE FROM NEW RESIDENTIAL DWELLING UNIT 1 ON SECOND FLOOR ABOVE

EXISTING EXHAUST LOUVERS TO BE REPLACED WITH NEW 11 A-542

5' - 1 1/2"

C.01

C.02

C.03

3' - 0"

4' - 9 1/2"

NEW WOOD DOOR WITH CLEAR GLASS INSERTS COLOR OF FRAME TO BE DETERMINED BY ARCHITECT

FUNCTIONING AREA OF EXHAUST SHOWN 3' FROM PROPERTY LINE AND 3' FROM OPERABLE OPENING TOILET EXHAUST FROM NEW RESIDENTIAL DWELLING UNIT 1 ON SECOND FLOOR ABOVE

3' - 0"

2' - 3"

NEW WOOD DOOR AND TRANSOM WITH SPANDREL GLASS INSERT COLOR OF FRAME TO BE DETERMINED BY ARCHITECT

4' - 10 1/2"

NEW CLEAR GLASS FIXED WINDOW WITH CREAM COLOR WOOD FRAME COLOR TO BE DETERMINED BY ARCHITECT

2' - 2 1/2"

5' - 8"

SECOND FLOOR 16' - 6"

NEW PAINTED BULKHEAD WITH RECESSED PANEL COLOR TO BE DETERMINED BY ARCHITECT

B.02

MEZZANINE 8' - 0" NEW WOOD DOOR AND TRANSOM WITH CLEAR TEMPERED GLASS INSERT COLOR OF FRAME TO BE SELECTED

1.18

Corridor view

1.3

1.4

CLEAN AND REPAINT EXISTING CAST IRON COLUMNS + PILASTERS COLOR TO BE DETERMINED BY ARCHITECT

7' - 3"

1.2

B.01

NEW WOOD CLEAR GLASS STOREFRONT SYSTEM WITH TEMPERED GLAZING WITH ULTRA CLEAR LOW-E COATING DESIGN TO MATCH HISTORIC DOCUMENTATION COLOR FRAME TO BE DETERMINED BY ARCHITECT

FIRST FLOOR 0' - 0" 5' - 7 1/2" 9' - 1 1/2"

5' - 11 3/4"

5' - 8 3/4"

8' - 0 1/2"

5' - 8 3/4"

5' - 8 1/2"

8' - 0 1/2"

6' - 1" 9' - 3 1/2"

50' - 7 1/2"

Enlarged eleva on - Reade Street facade

INTERIOR

EXTERIOR

Enlarged plan - Reade Street facade

Residences and Commercial space in Tribeca. New York $

FINISH 'A'

VARIATION OF WALL TYPE 'H' TO 5-1/2" STEEL STUDS

FINISH 'A'

8' - 5 3/4"

9' - 2 1/4"

4' - 6 1/4"

ALCOVE 2 FINISH 'A'

(

2.1.07

(

PROVIDE BLOCKING FOR WALL MOUNTED TV

(

PROVIDE HEAVY DUTY ROD & SHELF (TYP.)

7' - 9"

2.1.21

BATHROOM 1 (

1-B1.04

1-B1.06

PROVIDE LEAD SHOWER PAN AND WATER PROOFING

1-B1.05

2.1.02

1-B3.02

NEW VENT-LESS FIREPLACE AS DIRECTED BY OWNER SEE INTERIOR DESIGN DRAWINGS FOR SPECIFICATIONS FOR FIREPLACE SURROUND

(

1-B3.08

1' - 9"

NEW CHASE FOR REFRIGERANT PIPING

8' - 0 1/4"

3' - 0 1/2"

1-B3.06 1-B3.07

FINISH 'G'

1-B3.09

5' - 10"

11 3/4"

1-B3.04

FINISH 'H'

(

14' - 5 3/4"

W D

2' - 2 1/2"

20' - 1"

(

10' - 1 1/4"

W.I.C

NO SLEEPING

1 1/2" STONE COUNTERTOP

2.1.27

PROVIDE PLUMBING FOR COFFEE MAKER

1-K-07

6' - 3 1/4"

KITCHEN EXHAUST LOUVER SEE M-301

ALCOVE 3 CONTROL LIGHT TOUCH PANEL

44 13/16" 6' - 4 3/4"

19' - 8 3/4"

FIREPROOF COLUMN 3 HR WITH MASTIC INTUMESCENT COATING PER UL Y616 OR APPOVED EQUAL. THICKNESS OF COATING TO BE DETERMINED AFTER VERIFYING IN FIELD THE THICKNESS OF THE COLUMNS TO BE FIREPROOFED. (SEE SHEET NOTE)

2.1.30 1-K-06

13' - 4"

3' - 4 1/4"

8' - 1 3/4"

5' - 11 1/4"

REF.

2' - 0"

1-K-09 1-K-08

) &

2.1.31

(

SHELVING TO BE PROVIDED BY OWNER

3' - 10 3/4"

FINISH 'K' 1' - 8"

(

7' - 11 1/4"

NOT IN SCOPE EXISTING TO REMAIN

3' - 11"

5' - 9 1/2"

PANTRY

LINEAR SHOWER DRAIN

3' - 11 3/4"

PROVIDE LEAD SHOWER PAN AND NECESSARY WATER PROOFING

PROVIDE WATERPROOF MOLD RESISTANT BACKERBOARD AND WATERPROOFING MEMBRANE 'LATICRETE 9235' WITH REINFORCEMENT FLEECE FOR ALL BATHROOM WALLS. FLOOR TO CEILING APPLICATION.

6' - 10"

RESIDENTIAL

A.06

FINISH 'A'

2.1.12 1-B3.03

3' - 6 1/4"

2' - 7 1/4"

WATERPROOF MEMBRANE 'LATICRETE 9235' WITH REINFORCED FLEECE UNDER PANTRY FLOOR. RETURN 6" UP AT ALL WALLS.

ALCOVE 3

14' - 3"

(

ALL BATHROOM FLOORS TO RECEIVE WATERPROOF MEMBRANE

FINISH 'A'

11' - 1 1/2"

8' - 9 1/2"

FINISH 'F'

PROVIDE RADIANT HEAT MAT UNDER FLOOR TILE

OVEN

3' - 6"

BATHROOM 3 WATERPROOF MEMBRANE 'LATICRETE 9235' WITH REINFORCED FLEECE UNDER ALL BATHROOM FLOORS. RETURN 6" UP AT ALL WALLS.

(

PROVIDE WATERPROOF MOLD RESISTANT BACKERBOARD AND WATERPROOFING MEMBRANE 'LATICRETE 9235' WITH REINFORCEMENT FLEECE FOR ALL BATHROOM WALLS. FLOOR TO CEILING APPLICATION.

1-B3.01

(

1-B1.03

PROVIDE BLOCKING FOR WALL MOUNTED TV

LINEAR SHOWER DRAIN

BEDROOM 1

15' - 3 1/4"

1' - 10"

2.1.03 5' - 2 1/4"

FINISH 'C'

1-K-04 1-B3.05

1-B3.05

(

FINISH 'B'

WATERPROOF MEMBRANE 'LATICRETE 9235' WITH REINFORCED FLEECE UNDER ALL BATHROOM FLOORS. RETURN 6" UP AT ALL WALLS. 1-B1.01 PROVIDE RADIANT HEAT MAT UNDER FLOOR TILE

1-B1.02

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

2.1.22

2.1.26

(

STAIRS

FINISH 'K' WATERPROOF MEMBRANE 'LATICRETE 9235' WITH REINFORCED FLEECE UNDER KITCHEN FLOOR. RETURN 6" UP AT ALL WALLS.

2' - 5 3/4"

6' - 0"

(

12' - 2 1/2"

2' - 6" 5' - 5"

2.1.23

2' - 7"

REFER TO KITCHEN DESIGNER DRAWINGS FOR SPECIFICATIONS

3' - 2 1/4"

4' - 1 3/4"

2.1.20

2.1.19

1-PR.01

(

6' - 6 1/2"

1' - 9"

A.05 2' - 0 1/4"

11' - 10"

1-PR.03

)

2.1.08

2.1.09

3' - 0"

(

10' - 6"

13' - 10 1/2"

FINISH 'A'

14' - 4 1/2"

1' - 9"

1-B2.02 1-B2.04 1-B2.01

2.1.10

WATERPROOF MEMBRANE 'LATICRETE 9235' UNDER ALL BATHROOM FLOORS. PROVIDE RADIANT HEAT MAT UNDER FLOOR TILE

2.1.11

13' - 2 1/2"

5' - 1 1/2"

14' - 8 1/4"

1-L.03

5' - 9 1/2"

KITCHEN

GLASS PARTITION

22' - 11 3/4"

2.1.18 2' - 0 1/4"

12' - 9 3/4"

PROVIDE RADIANT HEAT MAT UNDER FLOOR TILE

(

FUTURE DOOR SWING FOR ADA COMPLIANCE

FINISH 'E'

WATERPROOF MEMBRANE 'LATICRETE 9235' UNDER ALL LAUNDRY FLOOR

REINFORCE WALL FOR PROPOSED STAIR 1-K-01

1-PR.02

FINISH 'D'

FINISH 'K'

1-K.03

5' - 5 1/4"

9' - 9 1/4"

ADAPTABLE BATHROOM 2 WATERPROOF MEMBRANE 'LATICRETE 9235' WITH REINFORCED FLEECE UNDER ALL BATHROOM FLOORS. RETURN 6" UP AT ALL WALLS.

LAUNDRY

1-K-02 1-K.02

(

22' - 11 3/4"

FUTURE DOOR SWING FOR ADA COMPLIANCE

8' - 11"

6' - 10 1/2"

6' - 3 3/4"

FINISH 'A'

8' - 10 1/2"

2.1.17

5' - 11 1/4"

9' - 9 3/4"

BEDROOM 2

8' - 10 1/2"

VESTIBULE

15' - 1"

1' - 9"

PROVIDE HEAVY DUTY ROD & SHELF (TYP.)

1-L.02

1-K-02

1-K.02

2.1.25 4' - 1"

1-L.01

1 1/2" STONE COUNTERTOP

1-K.01

(

REF.

1-B2.07

2' - 10"

2.1.05

1-L.01

1-K-03

39' - 7 1/2"

4' - 0"

6' - 4 1/4"

PROVIDE BLOCKING FOR WALL MOUNTED TV

A.04

1-B2.05 1-B2.03

2.1.06

1' - 9"

5' - 11"

3' - 6"

1' - 9"

1-B2.06

FINISH 'A'

11' - 1 1/2"

1-D.016' - 2"

1 1/2" STONE COUNTERTOP

1' - 2"

2' - 10" 2.1.16

FINISH 'A'

BUILT-IN CABINETRY WITH 1 1/2" STONE COUNTERTOP

7' - 0"

16' - 4"

PROVIDE BLOCKING FOR WALL MOUNTED TV PROVIDE RECESS FOR KITCHEN TV. EXACT DIMENSIONS TO BE PROVIDED BY OWNER

DINNING

PROVIDE WATERPROOF MOLD RESISTANT BACKERBOARD AND WATERPROOFING MEMBRANE 'LATICRETE 9235' WITH REINFORCEMENT FLEECE FOR ALL BATHROOM WALLS. FLOOR TO CEILING APPLICATION.

& 7' - 5 1/2"

2.1.04

8' - 8"

GLASS PARTITION

DROP SOFFIT 12" BELOW FINISH CEILING AREA = 52 SF

3' - 1 1/2"

FUTURE DOOR SWING FOR ADA COMPLIANCE

* 1' - 9"

1-L.02

13' - 4"

48' - 1 1/4"

1' - 9"

19' - 2"

5' - 11 1/2"

34' - 9 1/4"

4' - 6 1/2"

NEW STEEL COLUMN, 1 HOUR FIRE-RATED (UL - X526) WITH SHEETROCK WRAP. SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS

A.03

7' - 4 1/2"

REF.

6' - 9"

7' - 0"

1' - 2"

10' - 4"

LINE OF NEW STEEL BEAM ABOVE, FLUSH MOUNT, SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS

(

2.1.13

7' - 8"

+ FIREPROOF COLUMN 3 HR WITH MASTIC INTUMESCENT COATING PER UL Y616 OR APPOVED EQUAL. THICKNESS OF COATING TO BE DETERMINED AFTER VERIFYING IN FIELD THE THICKNESS OF THE COLUMNS TO BE FIREPROOFED. (SEE SHEET NOTE)

W.I.C

PROVIDE HEAVY DUTY ROD & SHELF (TYP.)

3' - 0 1/4"

4' - 10 1/4" 2.1.28

RACK

1' - 9"

ALCOVE 1

3' - 4 3/4"

3' - 6"

4' - 7"

2.1.14

REF.

(

5' - 1 3/4"

(

1' - 9"

3' - 5 1/4"

PROVIDE WATERPROOF MOLD RESISTANT BACKERBOARD AND WATERPROOFING MEMBRANE 'LATICRETE 9235' WITH REINFORCEMENT FLEECE FOR ALL BATHROOM WALLS. FLOOR TO CEILING APPLICATION.

3' - 10 1/2"

2' - 2 3/4" 5' - 1 3/4"

FINISH 'A'

3' - 6" 10' - 3 1/2"

% %

8' - 5"

LINEAR SHOWER DRAIN

2' - 8 3/4"

LIVING ROOM

4' - 9 1/4"

5' - 6 1/2"

21' - 9 1/4"

LINE OF PROPOSED PIPE COVER

1-B4.07 1-B4.08

FINISH 'J'

2.1.24 2.1.01 4' - 7"

A.02

1-B4.06 1-B4.04

1-B4.03

10' - 8 1/2"

+ 18' - 2 1/2"

6' - 7 1/4"

PROVIDE RADIANT HEAT MAT UNDER FLOOR TILE

1-B4.09

1-B4.11

7' - 5 3/4"

13' - 8 3/4"

2.1.15

WATERPROOF MEMBRANE 'LATICRETE 9235' WITH REINFORCED FLEECE UNDER ALL BATHROOM FLOORS. RETURN 6" UP AT ALL WALLS.

1-B4.10

+ 3' - 5 3/4"

12' - 8 1/2"

PROVIDE BLOCKING FOR WALL MOUNTED TV

FINISH 'I'

PROVIDE WATERPROOF MOLD RESISTANT BACKERBOARD AND WATERPROOFING MEMBRANE 'LATICRETE 9235' FOR ALL BATHROOM WALLS. FLOOR TO CEILING APPLICATION.

BUILT IN FURNITURE (SEE INTERIOR DESIGN SET)

F.06 7' - 6"

3' - 6 1/4"

7' - 7 1/4"

NEW (2) VENT-LESS FIREPLACE AS DIRECTED BY OWNER SEE INTERIOR DESIGN DRAWINGS FOR SPECIFICATIONS FOR FIREPLACE SURROUND

1-B4.01

BATHROOM 4 7' - 8 3/4"

A.01

NOT IN SCOPE EXISTING TO REMAIN

2' - 3 3/4"

3' - 1 1/2"

15' - 0 1/4"

2' - 8 3/4"

12' - 8 1/2"

6' - 7 1/4"

7' - 8 3/4"

1-B4.02

1' - 8 3/4"

1' - 9 3/4"

F.07 1-B4.05

(

COVERED OUTDOOR DECK 2.1.32

TERRACE FLOOR DRAIN BELOW TILES

GUARD RAILING

FINISH 'L'

, 14' - 3"

2' - 7 1/4" 3 1/4" 4"

F.04

4"X2" EMERGENCY OVERFLOW SCUPPER

PROPOSED NEW COLUMN, 3HR FIRE RATED WITH MASTINC INTUMESCENT COATING. 'TYPE INTERCHAR 212' (UL-X674) SEE STRUCTURAL

Unit 1 - Enlarged plan

13' - 8 1/2" R.O. EXISTING ROOF DECK AND JOISTS TO REMAIN

3' - 5 1/4"

10' - 3 1/4" 3' - 6 1/4"

3' - 5 1/4"

REBUILT PARAPET WALL TO REMAIN 3' - 3 1/2"

3-1/2"GLASS FIBER WOOL INSULATION SECURED AGAINST SUBFLOORING WITH STAPLES @ 12" O.C.

THIRD FLOOR 30' - 3" 5 A-550

EXISTING WOOD JOIST 20"X10" LOUVERS (KITCHEN EXHAUST UNIT 1) LOUVER TERMINATES 3' 5-3/4" FROM OPENING INTO THE SAME UNIT. (MIN REQUIRED 2')

STEEL FRAMING MEMBER SPACED 48" O.C. RSIC-1 SECURED TO ALTERNATING JOIST W/ No 8 DRYWALL SCREW NEW 5/8" TYPE "C" FIRECODE GYPSUM BOARD 5/8 GYPSUM BOARD

REBUILT BRICK VENEER

3' - 5 3/4"

STEEL SUPPOTING MEMBER TO BE PROVIDED AND SIZED BY MANUFACTURER

3' - 0 1/2"

AIR BARRIER SELF-FURRING LATH

SELF LEVELING CONCRETE FLOOR TOPPING 1" FLOOR TOPPING MIXTURE, TYPE LRK

3' - 3 1/4"

NEW STEEL BEAM (SEE STRUCTURAL SET S-100) CONTINOUS STEEL PLATE (SEE STRUCTURAL DETAILS S-300)

3' - 0 1/2"

3 HR FIRE RATED BEAM MIN. 1-7/16 SPRAY APPLIED FIRE RESISTIVE MATERIAL. ALBI MFG. DIV OF STANCHEM' TYPE 'DS 30' (UL LISTING -S710) 3" STEEL LIGHT GAUGE 'Z' CHANNEL

HOPPER WINDOW

1/2" GWB; EXTERIOR GRADE 5/8" TYPE 'C' FIRECODE GYPSUM BOARD - FOR EXTERIOR

R.O.

STEEL SUPPOTING MEMBER TO BE PROVIDED AND SIZED BY MANUFACTURER 5/8" HARDWOOD FLOOR 1/2" PLYWOOD SHEATHING

3' - 2 3/4"

HOPPER WINDOW

12' - 5 3/4"

HAND TROWELED CONCRETE FINISH 'FLEX-C-MENT VERTICAL OVERLAY SYSTEM

HAND TROWELED CONCRETE FINISH 'FLEX-C-MENT' VERTICAL OVERLAY SYSTEM

5/8" TYPE 'C' FIRECODE GYPSUM BOARD - FOR EXTERIOR

F.05

'BROMBAL' STEEL STOREFRONT AND DOOR; REFER TO A-206 FOR DETAILS 2.2.29

STEEL RAILING WITH INSERT PANEL SQUARE WELDED STEEL WIREMESH PAINTED BLACK 'KYNAR 500 70%'

2.2.30

SRM-25 SOUND MAT 3/4" THICK WOOD STRUCTURAL SUBFLOOR

3' - 6 1/2"

NOM. 3"THICK BATTS, SUPPLIED IN 48"LENGTHS, CUT TO NOM.14-3/4" WIDTHS AND INSTALLED 1" FROM BOTTOM OF WOOD JOISTS. THERMAFIBER TYPE SAFB

(2) PLY ROOFING MEMBRANE CLASS 'A'

TAPERED XPS RIGID FOAM INSULATION , MIN. 1-1/2" THICK, MIN R-7.5 3/4" GRADE "SINGLE FLOOR" OR "UNDERLAYMENT" 3/4" THICK WOOD STRUCTURAL SUBFLOOR

REBUILT BRICK WALL STEEL PLATE

SECOND FLOOR 16' - 6"

(2) 3-1/2" X 9-1/2" LVL @ 14 O.C. (SEE STRUCTURAL PLAN S-100)

24" X 24" PORCELAIN PAVER 'PORCE-STONE' TILE 3/4" THICK, COLOR: GRAY STONE PEDESTAL

42" MIN.

BLUESTONE CAP

1-3/4" WIDE WOOD SLEEPERS CUT TO VARIABLE HEIGHT TO LEVEL UPPER WOOD FLOOR.

GALVANIZED STEEL 24.GA COUNTERFLASHING. FACTORY APLLIED KYNAR 500/HYLAR FINISH BLACK BASE FLASHING NON COMBUSTIBLE CANT

BOTTOM OF JOIST 15' - 0"

14' - 8 1/4" INCLINED CEILING. SLOPE 1/4" : 1'

EXISTING BRICK MASONRY WALL TO REMAIN SEE TYPICAL LEDGER ON STRUCTURAL PLANS ACOUSTIC SEALANT 2-9/16" X 7/8" DRYWALL FURRING CHANNELS SPACED 12" O.C. 5/8" TYPE 'C' FIRECODE GYPSUM BOARD 5/8" TYPE 'C' FIRECODE GYPSUM BOARD

7-13/128 THERMAFIBER ULTRABATT INSULATION R-30

Enlarged Sec on through outdoor covered deck

31 Public Housing in Andalusia. Spain. YEAR LOCATION SURFACE AREA PROJECT TYPE CREDITS

2011 Málaga, Spain 24,168 SF /2.245m² Tender

Enrique Bardají y Asociados. S.L. DUTIES AND RESPONSIBILITIES

Design and Development of the project in a team. Drawings and Documents of Compe on.

The site is in Malaga’s Historical Centre. This loca on and the shape of the site are decisive in the composi on and display of the buildings. Despite the crooked shape of the lot the buildings proposed are arranged in an orthogonal array. This geometric configura on generates pa os of different sizes and regular shapes similar to the ones found in the city floor plan and fit nicely in this conceptual pa ern. The sharp solid stucco walls confer a solid presence to the buildings transmitng to the pedestrians and occupants a fresh feeling very appropriate for such a warm place like Málaga. Another characteris c element in the composi on is the light metallic catwalks that are used to enter the apartments. These are covered with semitransparent glass fiber fabrics which subtly block the views from the street and at the same

ESQUEMAS DE DISTRIBUCIÓN Y

3.00

2.95

V15A

V14B

3.00

PLANTA SEGUNTA Y ATICO

3.15

3.00 2.75

3.00 3.75

3.00 3.05

3.00 4.20

3.50

3.00

V13B V15B

V1B

V2B V12A

SECCIÓN A-A

V5B

V12B

V12C

V6B

V8B V14A V13A

V7B V12D V9B

PLANTA PRIMERA

V4B

V1A V2A

V3A

V5A

V3B

V3C

V6A

V11A

V8A V1OA

V7A V3D V9A V4A

PLANTA BAJA.

University Lofts. Jersey City 2017 Jersey City 104,895 SF

CONTINOUS GUTTER NEW DOWNSPOUT @ EXISTING LOCATION

ROOF - AV.GRADE

30' - 11"

' BUILDING HEIGHT 30' - 11"

YEAR LOCATION SURFACE AREA PROJECT TYPE

Reconstruc on & Change of Use CREDITS GRO Architects

SECOND FLOOR

15' - 6 1/2"

FIRST FLOOR

PHASES

1' - 5"

AVERAGE GRADE

0' - 0"

SD, DD, CD, Bid Set

INFILL WITH NEW BRICK TO MATCH EXISTING

NEW DOWNSPOUT @ EXISTING LOCATION

INFILL WITH NEW BRICK TO MATCH EXISTING

North Eleva on O

9 DW REF.

UNIT TYPE Q 1 BEDROOM REF.

UNIT TYPE H 1 BEDROOM

UNIT 155

W/D

REF.

DW W/D

REF.

UNIT TYPE E 1 BEDROOM

REF.

UNIT TYPE A STUDIO

REF.

UNIT 151

DW WH

REF. DW W/D

UNIT TYPE L 1 BEDROOM

DW REF.

UNIT 156 UNIT TYPE O 1 BEDROOM

W/D

W W

DW REF.

UNIT TYPE J 1 BEDROOM

MAINTENANCE

UNIT 148

UNIT 142

UNIT 153 UNIT TYPE A STUDIO

UNIT TYPE J 1 BEDROOM

W/D

19' - 1"

UNIT TYPE C 1 BEDROOM

1 A-400

REF. DW

UNIT 147

UNIT 144

1' - 2"

UNIT TYPE B STUDIO

1' - 2"

UNIT 131

W/D

WH WH

W/D

REF.

DW REF.

UNIT 158 UNIT TYPE O 1 BEDROOM

UNIT TYPE M 1 BEDROOM

UNIT 130

UNIT 129

UP 7R

REF.

UNIT 145

DW REF.

UP 26R

UNIT TYPE M 1 BEDROOM

W/D

UNIT TYPE N 1 BEDROOM

W/D

UNIT 146

UNIT TYPE B STUDIO

1' - 6"

UNIT 112 W/D

UNIT TYPE O 1 BEDROOM

UNIT TYPE M 1 BEDROOM

UNIT 126 WH

W/D

DATA

UNIT TYPE B STUDIO

REF.

W/D

UNIT TYPE M 1 BEDROOM

W/D

UNIT 113

DW REF.

UNIT 111

UNIT TYPE B STUDIO

UNIT 128

14' - 10"

0' - 3"

REF. DW

UNIT 127

1 A-105

UNIT 157 WH

W/D DW REF.

UNIT 138

10' - 8"

REF. DW

UNIT 140

REF. DW

UNIT 132

LAUNDRY

UNIT TYPE O 1 BEDROOM

BIKE ROOM

19' - 1"

UNIT 133

REMOTE METER ROOM

W/D

1 A-108

REF.

W/D

UNIT 154

UNIT 152

UNIT TYPE A STUDIO

W/D

DW REF.

UNIT TYPE A STUDIO

UNIT 150

UNIT 149

UNIT TYPE H 1 BEDROOM

W/D

UNIT 143

UNIT TYPE G 1 BEDROOM

W/D

REF.

W/D

UNIT TYPE G 1 BEDROOM

UNIT TYPE H 1 BEDROOM

UNIT 141

UNIT 139

UNIT 137

UNIT TYPE H 1 BEDROOM

W/D

REF. DW

UNIT 136

UNIT TYPE G 1 BEDROOM

REF.

UNIT TYPE D 1 BEDROOM

W/D

UNIT 135

UNIT 134

UNIT 101

UNIT 110

UNIT TYPE B STUDIO

REF.

UNIT TYPE B STUDIO

UNIT TYPE O 1 BEDROOM

DW REF.

MAINTENANCE ROOM

UNIT TYPE A STUDIO (AFFORDABLE)

STORAGE ROOM

SPRINKLER ROOM 1 A-106

W/D

REF.

UNIT 105

UNIT TYPE A STUDIO (AFFORDABLE)

W/D

UNIT 107

REF.

UNIT TYPE J 1 BEDROOM

UNIT TYPE G 1 BEDROOM

UNIT TYPE H 1 BEDROOM

UNIT TYPE G 1 BEDROOM

UNIT TYPE A STUDIO

1.5

9' - 3 1/2"

UNIT 106 UNIT TYPE G 1 BEDROOM

UNIT 104 UNIT TYPE A STUDIO

WH REF.

W/D DW REF.

WH REF.

REF.

UNIT 108 UNIT TYPE H 1 BEDROOM

UNIT TYPE A STUDIO

WH REF.

UNIT 115

W/D

WH REF.

UNIT 116

W/D

UNIT 118

UNIT 119

REF.

UNIT TYPE H 1 BEDROOM

W/D

UNIT 121

REF.

UNIT 122

W/D

WH W/D

REF. DW

W/D

REF. DW

UNIT TYPE P 1 BEDROOM

1.1

UNIT TYPE L 1 BEDROOM

UNIT 123

1.2

UNIT TYPE J 1 BEDROOM

UNIT 117

UNIT 109

5' - 0"

8' - 1"

W/D

1.4

N.1

UNIT TYPE J 1 BEDROOM

ELECTRICAL ROOM

UNIT 114 WH

UNIT TYPE O 1 BEDROOM

UNIT 120

W/D

UNIT 124

MAIL ROOM

TRASH ROOM

REF. DW

W/D

MECHANICAL ROOM

REF. DW

DW REF.

UNIT TYPE O 1 BEDROOM

REF.

UNIT 125

W/D

1 A-107

UNIT 103 UNIT TYPE A STUDIO

UNIT 102 UNIT TYPE D 1 BEDROOM

1.3 1

N N.1

A-201

First Floor Plan

1.1

EXISTING 4-PLY BUILT-UP ROOFING PATCH AND REPAIR AS NECESSARY EXISTING ROOF EXISTING 4-PLY BUILT-UP ROOFING PATCH AND REPAIR AS NECESSARY EXISTING ROOF

ROOF - AV.GRADE

30' - 11"

EXISTING BEAM BEHIND

VENEER ANCHOR PLATE AND WIRE HOOK, 16" X 16" SPACING GROUT BRICK TO MATCH EXISTING WEEP HOLE

WATERPROOF UNDERLAYMENT SPOT SELF LEVELING CONCRETE TOPPING MAX VARIATION 1/4" WITHIN UNIT EXISTING CONCRETE SLAB ON GRADE PATCH AND REPAIR AS NECESSARY

VARIES 6' - 2 1/2" 2' - 5 1/2" VARIES

3-1/2" BATT INSULATION

SEE WINDOW TYPES

2" X 4" WOOD STUDS @16"O.C. W/R-13 BATT INSULATION 1/2" GYPSUM BOARD, TYPE 'C' NEW WOOD STOOL

12' - 3"

2X10 WOOD STUD

2-1/2" POLYISOCYANURATE RIGID INSULATION W/ 2-1/2" FURRING CHANNEL 16"O.C, R-15.3

14' - 1 1/2"

VARIES

SEE WINDOW TYPES ROUGH OPENING

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

8" CONCRETE MASONRY WALL, 2 HOUR RATED. GROUT CELLS SOLID

SECOND FLOOR

15' - 6 1/2"

2X10 WOOD STUD

3/4" X 6" PRIME MDF BASEBOARD PAINTED WHITE

EXISTING BRICK WALL TO REMAIN CLEAN PATCH AND REPAIR AS NECESSARY

18" OPEN WEB TRUSS @16" O.C. W/ BATT INSULATION UL SYSTEM L521, 1 HR. ASSEMBLY, SEE STRUCTURAL

3-1/2" BATT INSULATION 2-9/16" X 7/8" DRYWALL FURRING CHANNELS SPACED AT 24" O.C. WITH RSIC-V SOUND ISOLATION CLIPS SPACED 48" O.C. 5/8" TYPE "C" FIRECODE GYPSUM BOARD 1/2" GYPSUM BOARD, TYPE 'C' 2" X 4" WOOD STUDS @16"O.C. W/R-13 BATT INSULATION 1/2" GYPSUM BOARD, TYPE 'C'

VINYL FLOOR PLANK FLOOR W/GROOVE AND TONGUE VINYL FLOOR PLANK - 7"X48"

WRAP OPENINGS WITH SELFADHERING MEMBRANE

SILL HEIGHT

VAPOR BARRIER 23/32" MIN. THICK WOOD STRUCTURAL SUBFLOOR MIN. GRADE "SINGLE-FLOOR" OR "UNDERLAYMENT"

NEW WOOD STOOL

STONE SILL

3/4" MIN. FLOOR TOPPING MIXTURE, TYPE LRK

18" OPEN WEB TRUSS @16" O.C. W/ BATT INSULATION UL SYSTEM L521, 1 HR. ASSEMBLY, SEE STRUCTURAL

WRAP OPENINGS WITH SELFADHERING MEMBRANE

3/4" X 6" PRIME MDF BASEBOARD PAINTED WHITE VINYL FLOOR PLANK FLOOR W/GROOVE AND TONGUE VINYL FLOOR PLANK - 7"X48"

SRM-25 SOUND MAT 3/4" MIN. FLOOR TOPPING MIXTURE, TYPE LRK VAPOR BARRIER 23/32" MIN. THICK WOOD STRUCTURAL SUBFLOOR MIN. GRADE "SINGLE-FLOOR" OR "UNDERLAYMENT"

2" POLYISOCYANURATE RIGID INSULATION, R-12 2 X 4 WOOD STUDS @ 16" O.C. W/ R-13 BATT INSULATION 1/2" GYPSUM BOARD, TYPE 'C'

2-1/2" POLYISOCYANURATE RIGID INSULATION W/ 2-1/2" FURRING CHANNEL 16"O.C, R-15.3

ROUGH OPENING

2X10 WOOD STUD

15' - 6 1/2"

ALUMINUM CLAD WINDOW

ARCHED INSULATED ALUMINUM SPANDREL PANEL TO FINISH WINDOW ASSEMBLY

ALUMINUM CLAD WINDOW

NEW WOOD STOOL

SECOND FLOOR

ARCHED INSULATED ALUMINUM SPANDREL PANEL TO FINISH WINDOW ASSEMBLY

1/2" PLYWOOD BACKER

1/2" GYPSUM BOARD, TYPE 'C'

7' - 8 1/2"

2' - 5 1/2"

EXISTING BRICK WALL TO REMAIN CLEAN PATCH AND REPAIR AS NECESSARY

3/4" X 6" PRIME MDF BASEBOARD PAINTED WHITE VINYL FLOOR PLANK FLOOR W/GROOVE AND TONGUE VINYL FLOOR PLANK - 7"X48"

HEADER, SEE STRUCTURAL

EXISTING STEEL CROSS BRACING CLEAN AND PAINT

ROUGH OPENING

STONE SILL WRAP OPENINGS WITH SELFADHERING MEMBRANE

2" X 4" WOOD STUDS @16"O.C. W/R-13 BATT INSULATION

2" X 4" WOOD STUDS @16"O.C. W/R-13 BATT INSULATION 1/2" GYPSUM BOARD, TYPE 'C' NEW WOOD STOOL 2X10 WOOD STUD 2" POLYISOCYANURATE RIGID INSULATION, R-12 2 X 4 WOOD STUDS @ 16" O.C. W/ R-13 BATT INSULATION 1/2" GYPSUM BOARD, TYPE 'C'

10" BATT INSULATION SEE WINDOW TYPES

2-9/16" X 7/8" DRYWALL FURRING CHANNELS SPACED AT 24" O.C. WITH RSIC-V SOUND ISOLATION CLIPS SPACED 48" O.C.

3/4" X 6" PRIME MDF BASEBOARD PAINTED WHITE STONE SILL

VINYL FLOOR PLANK FLOOR W/GROOVE AND TONGUE VINYL FLOOR PLANK - 7"X48"

WRAP OPENINGS WITH SELFADHERING MEMBRANE

WATERPROOF UNDERLAYMENT SPOT SELF LEVELING CONCRETE TOPPING MAX VARIATION 1/4" WITHIN UNIT EXISTING CONCRETE SLAB ON GRADE PATCH AND REPAIR AS NECESSARY

2' - 9"

ALUMINUM CLAD WINDOW

EXISTING BRICK WALL TO REMAIN CLEAN PATCH AND REPAIR AS NECESSARY

BOTTOM OF EXISTING BEAM

26' - 9"

2-9/16" X 7/8" DRYWALL FURRING CHANNELS SPACED AT 24" O.C. WITH RSIC-V SOUND ISOLATION CLIPS SPACED 48" O.C.

9' - 4 1/2"

ARCHED INSULATED ALUMINUM SPANDREL PANEL TO FINISH WINDOW ASSEMBLY

6' - 2 1/2"

26' - 9" 14" R-49 BATT INSULATION

HEADER, SEE STRUCTURAL 1/2" PLYWOOD BACKER

NEW DOWNSPOUT

14" R-49 BATT INSULATION

9' - 4 1/2"

VARIES

SEE WINDOW TYPES

10" BATT INSULATION

Ves bule view

1" PLYWOOD 18" OPEN WEB TRUSS @16" O.C. W/ BATT INSULATION UL SYSTEM L521, 1 HR. ASSEMBLY, SEE STRUCTURAL

BOTTOM OF EXISTING BEAM

Entrance view

NEW GUTTER

EXISTING JOIST 18" OPEN WEB TRUSS @16" O.C. W/ BATT INSULATION UL SYSTEM L521, 1 HR. ASSEMBLY, SEE STRUCTURAL

SILL HEIGHT

EXISTING BRICK WALL TO REMAIN CLEAN PATCH AND REPAIR AS NECESSARY

FIRST FLOOR

AVERAGE GRADE

1' - 5"

STEEL SHELF ANGLE EXISTING BRICK WALL TO REMAIN CLEAN PATCH AND REPAIR AS NECESSARY

Corridor view

0' - 0"

Typical Wall Sec ons

“La Marina” Urban Planning. Spain YEAR LOCATION

2009

S.Sebas án de los Reyes. Madrid 91.43 ac / 37 Ha SURFACE AREA PROJECT TYPE Na onal Tender, Urban Planning CREDITS

Enrique Bardají y Asociados. S.L. León 11 DUTIES AND RESPONSIBILITIES

Assistance in Design. Development of Tender Drawings

2.0 CITY

We state and apply the principles for ‘2.0 City’ with this Master Plan. These establish the essen al points to be considered in modern developments of ci es. It synthe zes the best features of tradi onal urban developments and the characteris cs of the nowadaysurban plans. UNSATURATED CITY. The design in this development is not sta c, its use and layout is allowed to change over me. We favor its evolu on by establishing guidelines for its growth that are supported by the designed structure. We want to promote and allow the evoluon of the city. 3D CITY: The 2.0 city must have 3D tools for its deﬁni on. The compa bility of uses will address the third dimension. PERMEABLE CITY: Accessibility from diﬀerent heights, no sectors, no fences or barriers, no “crust” pavements... COMPACT CITY: human scale, mixed uses, a layout that promotes neighborhoods, everything accessible within a short-walk distance... CITY AS EVOLUTION: Its design is based on ra onal criteriathe history of the city, its topography and its inhabitants. TESTABLE CITY: Ci zens will play a bigger part in the design of the city. This will be allowed through the transparency and publicity of planning processes.

West Side Avenue Redevelopment Plan. Jersey City PARK

AU DU BO N

Redevelopment Plan GRO Architects Schema c Design

ST EG MA N

64 'F

UT UR ER IG HT OF W

PR OP OS ED

PR OP OS

ED OS OP PR G OG LL KE ST

PR OP OS ED

PR OP OS

KE LL OG G

'B'

'C'

GL EN N

AR MS TR ON G

VA N

PK W Y

NO ST RA ND

AV E.

(P RIV AT E? )

AV E.

OO AD MC E AV

T GS RIN SP

W OO DL AW N

ST . (6 4')

ST EV EN S

MC AD OO

FU LT ON

'E' ST . (6 4')

ST . (6 4')

SE RV IC E

ST . (6 4')

(64')

'D'

ST (64 ')

B PROPOSED 'A' ST.

AV E

C ED

PR OP OS

WE ST SID EA VE NU E

CREDITS PHASES

2017 Jersey City 104,895 SF

PR OP OS ED MA LL OR YE AS TS T.

YEAR LOCATION SURFACE AREA PROJECT TYPE

E UN RH TE E AV

E AV TH OR NF DA

BUILDING HEIGHT VE RA TO CA

5 STORY 7 TO 8 STORY 14 STORY

General plan

DRIVE LANE

12' 8' 5' 10'

No. Date

5' 11'

Aerial view COMMERCIAL SPACE

SIDEWALK

12'

STREET PLANTING

12'

DRIVE LANE

PARKING

11'

STREET PLANTING

SIDEWALK

COMMERCIAL SPACE

SIDEWALK

STREET PLANTING

PARKING

12'

DRIVE LANE

GREEN ISLAND

PARKING

STREET PLANTING

SIDEWALK

COMMERCIAL SPACE

10'

Street sec ons

Description

Render from Street

60' - 0"

Supor Mixed Development. Jersey City YEAR LOCATION SURFACE AREA PROJECT TYPE

2016 Jersey City 1,325,000 SF

Major Subdivision and Site plan GRO Architect Schema c Design

CREDITS PHASES

11'

First ﬂoor plan

BREEZEWAY TO PATH STATION

186'

95'

178'

361'

120'

184' 225'

COURTYARD STAIR CORE TERRACE

144'

74'

180'

OFFICE SECOND FLOOR LOBBY

RESIDENTIAL

132'

30'

284'

84'

361'

RESIDENTIAL CIRCULATION CORE

Second ﬂoor plan

62'

87'

361'

225'

120'

186'

184'

152'

74'

170'

OFFICE

RESIDENTIAL

152'

30'

284'

84'

361'

ROOFTOP GARDEN COURTYARD

Third Ffoor plan

87'

178'

62'

184' 71'

71' 73'

73'

225'

73'

112'

74'

170'

120'

30'

284'

84'

361'

Fourth to Seventh ﬂoor plan

62'

BLOCK 150 LOT16.01 317840 SF

PROPERTY LINE

BLOCK 137 LOT1 91772 SF BLOCK 137 LOT35.03 7815 SF PROPERTY LINE

2)),&( 5(6,'(17,$/

OFFICE TOWER PHASE 5 (20 STORIES)

287'225 352326(' 3$5.,1* 6758&785( 1 , & 5(6,'(17,$/ 5(&5($7,21 &(17(5

Third ﬂoor plan

PROPERTY LINE

63537 SF PROPERTY LINE PROPERTY LINE

110'

6(59,&( 119'

PROPERTY LINE

5 BLOCK 137 LOT17.02 %8,/',1* $5($ /(*(1'

BUILDING A COMMERCIAL/RESIDENTIAL MIXED-USE PHASE 2 (7PROPERTY STORIES) LINE

LOTS ON TAX SHEET 19 24398 SF CANTILEVER ABOVE

PROPERTY LINE

CANTILEVER ABOVE PROPERTY LINE

PROPERTY LINE

Eigth ﬂoor plan

PROPERTY LINE

1 PA'S PARKING PHASE 1 (8 STORIES) 800 SPACES

3 PHASE 3 PARKING B (8 STORIES) MAX. 750 SPACES

BLOCK 149 LOT1.02 49271 SF

4 PHASE 4 PARKING C (8 STORIES) MAX. 750 SPACES

BLOCK 151 LOT5.02 143347 SF

PHASE 3 BUILDING B COMMERCIAL/RESIDENTIAL MIXED-USE (7 STORIES)

PHASE 4 BUILDING C COMMERCIAL/RESIDENTIAL MIXED-USE (7 STORIES)

PROPERTY LINE

284'

PROPERTY LINE

BLOCK 136 LOT1.06 5896 SF

ROOFTOP GARDEN

PHASE 1 PARKING A (8 STORIES) 700 SPACES

BLOCK 172 LOT1 82615 SF

PROPERTY LINE

30'

170'

74'

ROOFTOP GARDEN

111'

144'

PROPERTY LINE

119'

PROPERTY LINE

225'

BLOCK 136 LOT1.07 1 40624 SF

HOTEL

PROPERTY LINE

E LIN TY ER OP PR

184'

132'

PROPERTY LINE

Property Ownership Plan

Adif Headquarters. Spain YEAR LOCATION SURFACE AREA PROJECT TYPE

2008 Madrid. Spain. 2000 m2 Oï¬&#x192;ce implementa on. Corporate Interiors.

CREDITS Arquidea DUTIES AND RESPONSIBILITIES From Preliminary Design to Construc on Documents.

Residence Alteration and Addition. Jersey City YEAR 2015 LOCATION Jersey City, New York SURFACE AREA 774 SF PROJECT TYPE Residence. Altera on & Addi on CREDITS GRO Architects DUTIES AND RESPONSIBILITIES From Preliminary Design to Construc on Documents.

3' - 3"

25' - 0"

EXISTING TWO STORY FRAME DWELLING (NOT IN CONTRACT)

27' - 5"

32' - 3 1/2"

100' - 4"

AREA OF WORK

UP DN 4R FD

6' - 11 1/2"

37' - 5"

ONE STORY BLOCK BUILDING (NOT IN CONTRACT)

12' - 4"

5' - 8 1/2"

GRAVEL

T.O. PARAPET

2x6 EXTERIOR STUD WALL 1 HOUR FIRERATED (BOTH SIDES) WOOD STUDS @ 16" O.C. W/R-19 BATT INSULATION

DN 15R

ROOFING CAP

T.O. ROOF STRUCTURE 19' - 7"

TJI 110 SERIES X 9-1/2" JOIST @12"O.C. W/R-38 INSULATION

1'-3"

BATH

21' - 6"

PARAPET COPING 2x6 PARAPET WALL WOOD STUDS @ 16" O.C.

ROOF EXISTING 18' - 2 3/4"

TYP.RIM JOIST DIMENSION LUMBER 1"X10" BLOCKING 8" ON CENTER

BEDROOM

5/8" GYPSUM BOARD CEILING

7'-3"

7'-3 1/2"

EXTERIOR CLADDING - 'NICHIHA FIBER CEMENT BOARD 6'X18'X5/8" COLOR: 'WHITE'

BEDROOM 2x6 EXTERIOR STUD WALL WOOD STUDS @ 16" O.C. W/R-19 BATT INSULATION

3'-5 1/2"

BATHROOM

REAR PARAPET EXISTING

11' - 2 3/4"

TJI 230 SERIES X 9-1/2" JOIST @16"O.C. W/R-38 PERIMETER INSULATION

SECOND FLOOR

9' - 6 3/4"

REF.

TYP.RIM JOIST DIMENSION LUMBER 1"X10" BLOCKING 8" ON CENTER DN 15R

KITCHEN

LIVING/DINING

GRAY STUCCO

8'-4 1/2"

STAIR

KITCHEN-LIVING

TJI 230 SERIES X 9-1/2" JOIST @16"O.C. W/R-38 INSULATION

UP 15R

FIRST FLOOR LANDING LEVEL 1' - 7 7/16"

TYP.RIM JOIST DIMENSION LUMBER 1"X10" BLOCKING 8" ON CENTER

FIRST FLOOR REAR

0' - 2 1/2"

FIRST FLOOR

NEW 8" CMU WALL

BLUESTONE CAP

STORAGE SPACE

7'-2”

6' - 4"

-0' - 2 3/4"

BLUESTONE PAVEMENT

GRADE - REAR -5' - 2 3/4"

4" CONCRETE SLAB WATERPROOF MEMBRANE BITUTHENE 3000 EXISTING FOOTING TO REMAIN

STORAGE

5'-2"

REAR STORAGE -6' - 11 1/4"

FILTER MEMBRANE

6 MIL. POLY VAPOR BARRIER GRANULAR SUBBASE ENGINEER FILTER MEMBRANE

24" x 12" DEEP CONT. FOOTING . #4@8" EACH WAY

2'-8"

GRANULAR SUBBASE AS DIRECTED BY ENGINEER UP

2'-6"

6 MIL. POLY VAPOR BARRIER

BASEMENT

8" CONCRETE RETAINING WALL -7' - 6 1/2" #5 HEPOXY COATED REBAR 24" ON CENTER GRAVEL FILL FOR DRAIN

DRAINAGE PIPING SLOPED TO OUTLET AWAY FROM WALL 30" x 12" DEEP CONT. FOOTING #4@8" EACH WAY TOP OF FOOTING TO BE @ FROST LINE. MIN 3' DEEP

Retirement House in Avila. Spain YEAR LOCATION SURFACE AREA PROJECT TYPE

2010 Ávila. Spain 1,022 sqf/ 95m² 13 10

Arqlan a Tender 3ºplace

CREDITS 11

Mª Teresa Santás Ciava a Alexandre Malagelada Prats

10'

DUTIES AND RESPONSIBILITIES

Co-author

The building is sits in a 65’ x 65’ riverbank lot. The entrance is located in the north side whereas its east side faces the water. The two story residence has an east–west orienta on. It has a solid façade with small strategic openings in the west while the long east facade opens the interior to the river views and garden through a glazed storefront. The structure divides the lot into two areas; the entrance and garage area and the garden in the east between the river and the residence. The gross ﬂoor area was constrained to 1,022 SF by the compe on rules. The design responds to that by maximizing the habitable areas whereas connec on and corridor areas were reduced to the minimum. The kitchen, the dining room and living room share the same space divides visually by the diﬀerent slopes of the roof above. Addi onally, all the main spaces of the house have river views.

D C 8 9 2

7 1 3

INTERIOR SPACES 1. Living room 2.Kitchen 3.Corridor 4.Terrace 5.Bedroom 6.Bedroom 7.Bathroom 8.Shower 9. Stairs 10. Master Bedroom 11. Bathroom 12.Terrace 13. Stairs 10'. Reading area EXTERIOR SPACES A. Entry B. Entry area C. House entry D. Perimeter pavement E. varden

Roof

Clerestory window

Hans Christian Andersen Museum.Denmark YEAR 2013 Odense, Denmark LOCATION 39,800 sqf SURFACE AREA PROJECT TYPE Compe on, Museum. KnitKnot Architects: CREDITS Sandra Javera, Gonzalo Jose Lopez, Alexander Malagelada, Tania Oramas, Federica Russo, Teresa Santas, Alfonso Simelio DUTIES AND RESPONSIBILITIES

Co-author Concept diagrams

The conceptual defini on of the project is based on a spa al interpreta on of the structure of Andersen’s fairy tales, which leads to the considera on of a dual world: the real and the fantas c. The ‘real world’ is predominantly situated at the surface-level of the site, and is represented by exis ng buildings, Lotze’s Garden and the entrance to the ‘fairy tales world’. On the other hand, the ‘fantas c world’, is located underground and mainly integrated by the exhibi on spaces. As in Andersen’s stories, ‘nature’ cons tutes the interface between these two worlds: vegeta on, water and light are the key elements shaping the visitors’ experience. Obtaining inspira on from fairy tales such as ‘The Li le Mermaid’ or ‘The Ugly Duckling’, water is considered to be the gateway to the fantas c world. A smooth ramp piercing a shallow lake transports visitors to a world of magic and explora on. Nevertheless, during their journey through this seemingly isolated world, visitors are con nuously aware of the real world above them, albeit from a different perspec ve, through what the project named as the Ar facts. A er going through the fantas c world, visitors finally expverience what the project refers to as the ‘Moral Space’, which returns them back to reality while revealing new knowledge about some aspect of human complexity.

View: Moral Space

Site Plan

The Canopy

The Lantern

The Voyeur

Saxophone

The Storyteller

The Microscope

Path sec on

Azca Complex Equipment. Spain YEAR 2008 LOCATION Azca Block, Madrid. Spain. SURFACE AREA 2,152,853 sqf

200.000 m2 Final Year Project Honorable Men on at 2008 Final Project Compe on at AIA of Madrid) CREDITS Mª Teresa Santás DUTIES AND RESPONSIBILITIES Author PROJECT TYPE

Esc.

This project is located in the most important ďŹ nancial centers of the city and the second largest block in Madrid. The site host oďŹ&#x192;ces, commercial areas, residen al and several interconnected parks and squares. This area is used below its full poten al because of the layout, the poor internal connec ons and unsafe areas as a byproduct of poor design. This area has an extension of 49 ac. from which 24,5 ac. are exterior with poor pedestrian and several underground passages in the area poorly illuminated , which help increasing the unsafe feeling when walking in the area. The project aims to remodel the area in order to increase its use by ci zens and solve its safety problems. This goal will be reached by implemen ng the program that comes from a sustainable urbanism analysis of the area that also aims to: sa sfy the need of equipment in the area; ac vate it 24h/7 and increase its relevance as a city hub.

Azca Complex Equipment. Spain. As a result of the analysis we propose a program of 2,150,000 sf divided into ‘horizontal’ and ‘ver cal’z developments areas. Horizontally we create con nuous park-plaza (1,500,000 sf) with commercial, cultural, sport and park areas. In the proposal we eliminate the underground walkways. This Park-Plaza is highly adaptable to mul ple events both with local or metropolitan relevance. In the southern part, we propose a hybrid building with mul ple produc ve uses and urban facili es. It is located at the entrance to the park and is the most visible part of the complex. It is 860,000sf of program with several public squares open to the exterior located at seven diﬀerent levels, sports areas, library, leisure center, oﬃces, a community center, educa onal zone and commercial areas. The building is highly adaptable to host a wide range of events both of metropolitan and local relevance. We propose the services of a ‘downtown area’ in a ver cal hub where services, culture and leisure serves a business and residen al adjacent neighborhoods as well as the whole metropolitan area.