Alejandro Rubio - Portfolio 2020 by Alejandro Rubio Luque

portfolio Alejandro Rubio Luque | Architect

portfolio 2020 architecture | art | design | photography |

SELECTED WORKS PROFESSIONAL EXPERIENCE

DIRIYAH GATE

Al Bujairi F&B Precinct in RIyadh

ST ENOCH

St Enoch Shopping Centre

SPORTS VILLAGE OF CALLAO & ESTADIO SAN MARCOS

Venues for the Lima2019 Pan American & Para Pan American Games

OPEN SKY

Shopping Centre in Torrejón de Ardoz, Madrid

ACADEMIC PROJECTS

VEGA DE ALMAYATE ARCH. PROJECTS

Eco- Resort & Spa on the beach

ENCLOSING THE LANDSCAPE

Interpretation Centre Bobastro Ruins

VORTEX

Contemporary Art Museum

LANDSCAPE WAGROWEC Promenade “3+1” by the lake CONTESTS

COVER & VOID

Partial Faculty reformation

RUMBO A LA TEMPESTAD

Ephemeral architecture | Noche en Blanco 2015 HOW I SEE THE WORLD

PHOTOGRAPHY

Some pictures of my everyday

8 10

18 22 26

28 32 36

F&B Precint | GA Ground Floor

· Diriyah Gate ·

Al Bujairi F&B Precint in Riyadh

Developer: Diriyah Gate Development Authority Location: Riyadh, KSA Arch. Designer: Benoy Landscape: Uncommon Land Lighting: LPA

Budget: SR 64 b / £13 b Engineering: Buro Happold Stage: Concept & Schematic Design

·T

he Diriyah Gate Development Authority (DGDA) is developing newly urban design focused facilities to improve the existing Al Bujairi food and beverage offering. This new development in the western district of Riyadh is expected to become a centre for history, heritage and culture at regional and national scale with the UNESCO world heritage listed mud construction district of Atturaif, whose structures formed the origins of the House of Saud from the 1700’s Diriyah Gate will be a mixed-use project over an area of 7 sq. km, with history and heritage assets at its core, enriched by entertainment, shopping, cultural and residential elements. Al-Bujairi district in Ad Diriyah has an overall area of approximatetly 50.700m² and has a unique architectural style inspired by the surrounding natural environment and vast palm plantations.

Position : Architect Software: Revit 2018, Photoshop Responsabilities: • Produced SD Stage GA floor plans, sections and elevations. • Produced 1:50 plans, elevations and 3D views of the Units. • Created 3D Models and RVT families (doors, windows, decorative holes in walls and crenellations). • Led the design of the vertical circulation troughout the project. • Developed typical details of the roof , CCA and Unit Facade. • Assisted in the selection of materials and prepared the presentation boards to ensure the client´s satisfaction.

F&B Precint | CGI View

Typical F&B Unit | GA Ground Floor + 3D View

Typical F&B Unit | Sections

TYPOLOGY

E13

GP-22-AL02

E14

E15

All dimensions to be verified on site. Do not scale this drawing. All discrepancies to be clarified with project Architect. This drawing is the property of Benoy Architects and is issued on the condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part without written consent of Benoy Ltd. Ordnance Survey material is used with the permission of The Controller of HMSO, Crown copyright AR 159670. The CDM hazard management procedures for the Benoy aspects of the design of this project are to be found on the "Benoy - Designer's Hazard Identification and Management Sheet" and/or drawings. The full project design teams comprehensive set of hazard management procedures are available from the BLOCKWORK PRINCIPLE DESIGNER/Safety 450MM PLASTER Coordinator appointed for the project. WALL PROFILED PARAPET

10 GD-26-GD01

400

North Point

1300

WATER PROOF MEMBRANE 900

LEVEL 02

INSULATION

9300 SSL/FFL

SCREED LAYER FOR FALLS

1500

1000

Key Plan MECCA

PROPOSED CEILING LEVEL

STRUCTURAL BEAM TO ENGINEERS DETAILING

250MM REINFORCED IN SITU SLAB TO ENG. DETAILING

3000

3500

4500

9 GD-26-GD01

200MM FLOOR FINISHES ZONE

1300

400

250MM REINFORCED IN SITU SLAB TO ENG. DETAILING

900

LEVEL 01

CCA CANOPY 1300

1500

4800 FFL

STRUCTURAL BEAM TO ENGINEERS DETAILING

Consultants

PROPOSED CEILING LEVEL

400MM MASONRY CAVITY WALL (INSULATED)

4800

STRUCTURAL BEAM TO ENGINEERS DETAILING

3300

3500

CCA AREA

GP-21-AL01

GP-22-AL01

GP-21-AL01

GP-22-AL01

LEVEL 00 GROUND

12 GD-26-GD03

GP-22-AL01

0 FFL

GP-22-AL01

200MM FLOOR FINISH BUILD-UP ON GROUND FLOOR SLAB BELOW TO ENGINEER DETAILINGS

11 GD-26-GD03

E15

LANDLORD SERVICES RISER

GP-22 Unit 12 Section 01 Scale: 1 : 50

3000

9700

300

E15

2200

150

2000

INTERNAL DINING/BAR AREA 28 SQM FLOOR FINISH TO TENANT

E15

1000

LANDLORD SERVICES RISER

400

E15

1000

400

FOOTINGS AND BASEMENT TIE-INS TO BE AS PER STRUCTURAL ENGINEERING DESIGN

LOBBY AREA 01 14 SQM GP-22-AL02 FLOOR FINISH TO TENANT

E14

150

WATER PROOF MEMBRANE

150

1300

450MM PLASTER BLOCKWORK PROFILED PARAPET WALL

9300 SSL/FFL

F+B SERVICES RISER

GP-21-AL01

INSULATION GP-21-AL01

1500

GP-21-AL01

900

150

LEVEL 02

1000

F+B SERVICES RISER

GP-21-AL01

LIFT 03

GP-22-AL02

400

LIFT 03

1775

GP-22-AL02

4750

SCREED LAYER FOR FALLS

1400

10 GD-26-GD03

200MM FLOOR FINISHES ZONE

1100

300

E14

250MM REINFORCED IN SITU SLAB TO ENG. DETAILING

E14

ADDITIONAL 300MM LANDING CLEARANCE REQUIRED FOR LATCH SIDE OF INWARD OPENING DOOR

1300

LEVEL 01

M/H

SERVICES RISER

900

M/H

400

3000

M/H

4500

400

M/H

E15

10900

E13

150

10500

10700

INTERNAL DINING AREA 0374 SQM MA-22-AL01 FLOOR FINISH TO TENANT

9275

9100

2200

LOBBY AREA 14 SQM FLOOR FINISH TO TENANT

10900

300

14600

KITCHEN AREA 90 SQM FLOOR FINISH TO TENANT

4900

FIRE STAIR 2000

2000

1000

FIRE STAIR

4750

BULKHEAD

9 GD-26-GD03

LIFT

SERVICES RISER

FIRE STAIR

CCA CANOPY

8175

8350

Date

4492

LEVEL 00 GROUND

100% Schematic Design 100% Schematic Design Description

BNY BNY

ALL ALL

Chk'd

200MM FLOOR FINISH BUILD-UP ON GROUND FLOOR SLAB BELOW TO ENGINEER DETAILINGS

E: london@benoy.com T: +44 (0)20 7726 8999

www.benoy.com

Client

E13

FOOTINGS AND BASEMENT TIE-INS TO BE AS PER STRUCTURAL ENGINEERING DESIGN

450

320

30/09/19

Rev

15600

0 FFL E13

B A

CCA16/09/19 AREA

1400

3300

200 1740

2200

EXTERNAL PATIO AREA 54 SQM FLOOR FINISH TO TENANT

400MM MASONRY CAVITY WALL (INSULATED)

1100

6950

1500

4650 2200

12000

4800

2200

EXTERNAL PATIO AREA 158 SQM TILE FLOOR FINISH

6950

4950

4800 FFL

INTERNAL DINING AREA + WC 75 SQM FLOOR FINISH TO TENANT

E13

DGDA

GD-26-GD01

450

3000

400

9700

300

2200

400

Project

AL BUJAIRI MASTERPLAN RIYADH, SAUDI ARABIA

16000 400

1100 1100

400 200

13100

2500

400

Drawing Title

16000

Unit 12 - Ground/First Floor Plan AK

GP-21-AL01

GP-22 Unit 12 Section 03 Core Scale: 1 : 50

GP-21-AL01 Drawn By

Checked By

RFK

GP-20-0001 Unit 12 Ground Floor Plan Scale: 1 : 50

GP-20-0102 Unit 12 First Floor Plan Scale: 1 : 50

Scale

1 : 50 Project No.

BSG Sheet Size

Date

@ A0 @ A3

30.09.2019

Drawing No.

Rev

12328 -BNY-AR-DR-GP-20-0004B Status

The section shows the two main circulations provided by the escalators. The food-court becomes the epicenter of the shopping experience.

St Enoch | General Section Scheme

KEY PLAN

· St Enoch ·

St Enoch Shopping Centre

Client: St. Enoch Trustee Company Limited

Location: Glasgow, UK

Lead Designer: Benoy Contractor: Sir Robert McAlpine

Budget: £40 m SE&ME Engineering: Arup

The redevelopment to the Shopping Centre to facilitate the 9‐screen cinema will be delivered through the addition of a second floor and an extension on the roof of the Debenhams bridge which crosses Osborne Street. Nine units of new restaurant space (30,335 sq ft) will be developed around the entrance to the new Vue cinema on the first floor. The former BHS ground floor unit (36,759 sq ft) is to be replaced with a major anchor(s). Demolition work started in autumn 2018 and the cinema, retail and restaurants are due to open in summer 2020. It is hoped to attract an additional two million people per year. Position : Architect Software: AutoCad 2018, Revit 2018 (Coordination with Structure Eng.) Responsabilities: • Produced and upgraded construction drawings (GA floor plans, internal elevations / sections and internal details) per desing review and based on the comments received by the contractor. • Reviewed the Internal Details drawings package to identify and amend potential issues. • Provided design sketches to solve issues on site and responded to contractor RFI´s. • Created and coordinated technical detail drawings of the Cinema roof and infills to avoid clashes with the existing trusses and complying with acoustic and fire requirements. • Performed structure and dry lining clash detection.

6644

he project consists of the reconfiguration of the St Enoch shopping centre including revisions to retail floorspace and reconfiguration of public entrance to facilitate formation of multi‐screen cinema and associated food and drink uses.

CINEMA ZONE

4960

·T

RESTAURANTS ZONE

3180

Status: Stage 5 - Construction

RETAIL ZONE

St Enoch |PRESENTATION CGI View PROJECT

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Notes All dimensions to be verified on site. Do not scale this drawing. All discrepancies to be clarified with project Architect. This drawing is the property of Benoy Architects and is issued on the condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part without written consent of Benoy Ltd. Ordnance Survey material is used with the permission of The Controller of HMSO, Crown copyright AR 159670. The CDM hazard management procedures for the Benoy aspects of the design of this project are to be found on the "Benoy - Designer's Hazard Identification and Management Sheet" and/or drawings. The full project design teams comprehensive set of hazard management procedures are available from the Planning Supervisor/Safety Coordinator appointed for the project.

Notes All dimensions to be verified on site. Do not scale this drawing. All discrepancies to be clarified with project Architect.

INSULATION TO BE ADJUSTED TO SUIT THE EXISTING RAKED BEAM AT THE EDGE

This drawing is the property of Benoy Architects and is issued on the condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part without written consent of Benoy Ltd.

ADDITIONAL STEEL (ANGLE) FIXED TO SLAB EDGE

Ordnance Survey material is used with the permission of The Controller of HMSO, Crown copyright AR 159670. The CDM hazard management procedures for the Benoy aspects of the design of this project are to be found on the "Benoy - Designer's Hazard Identification and Management Sheet" and/or drawings. The full project design teams comprehensive set of hazard management procedures are available from the Planning Supervisor/Safety Coordinator appointed for the project.

NEW PROPOSED RAKED BEAM UKB 203X133X30 BEAM UKB 610X229X101

BEAM UKB 457X191X67 METSEC 142 Z 13 @400MM

DETAIL AT THE EDGE TO BE CONFIRMED/ADIVSED BY ROCKWOOL.

STEEL HANDRAIL, FINISHES REFER FINISH SCHEDULE TO FOR

STRUCTURAL RESTRAINT

VOID

BELOW.

STRUCTURAL RESTRAINT

FINISH

STEEL FINISHESHANDRAIL, SCHEDULEREFER FOR TO

BELOW.

RAKED BEAM UKB 406X178X74

DETAIL AT THE EDGE TBC BY ROCKWOOL.

FLASHING UNISTRUT ADJUSTABLE (SPECS TO BE PROVIDED)

NEW PLATE OR PLYWOOD

@A1 MASS BARRIER CEILING K10/215

BRACE CHS 219.1X5 BEAM UKB 356X171X45

SCALE 1 : 50 SCALE 1 : 1

0m 0m

10mm

20mm

40mm

DUAL LAYER SYSTEM (PARTIAL/FULLY BONDED OR MECHANICALLY FIXED) - ROCKWOOL

NOTES:

BEAM CLAD DETAIL. 2No LAYERS 15 MM GLASROC F FIRECASE BOARD. N.B. ADAPTED TO SUIT CROSS BEAM + BRACING

REFER TO DRAWING: BNY EE 26 AL13 FOR EXTERNAL WALL TYPE DETAILS BNY EE 30 AL20 & BNY EE 30 AL21 FOR INTERNAL WALL TYPE DETAILS BNY EE 30 AL30 FOR INTERNAL CEILINGS / LID DETAILS. MASS BARRIER CEILING (K10/215) SET OUT ON 1200x1200mm GRID WITH OFF SET 600mm FOR 1200x1200mm FIT OUT CEILING GRID. REFER TO SE DRAWINGS. SEE DRAWING: - S-SP-501

MASS BARRIER CEILING K10/215

BRACE FLT 15X150 COLUMN UKC 203X203X46

@A1

20mm

40mm

REFER TO DRAWING - BNY EE 26 AL13 FOR EXTERNAL WALL TYPE DETAILS.

CONCOURSE

REFER TO DRAWING - BNY EE 30 AL20 & BNY EE 30 AL21 FOR NEWTYPE PROPOSED INTERNAL WALL DETAILS. COLUMN UKC 203X203X46

CONCOURSE N.B.

N.B.

THIS DRAWING REPRESENTS BENOY DESIGN INTENT ONLY. FULL STRUCTURAL DESIGN TO BE DEVELOPOED BY ARUP STRUCTURAL ENGINEER'S IN CONJUNCTION WITH SRM

MASS BARRIER CEILING (K10/215) SET OUT ON 1200x1200mm GRID WITH OFF SET 600mm FOR 1200x1200mm FIT OUT CEILING GRID. REFER TO SE DRAWINGS. SEE DRAWING: - S-SP-501

UKB 356X171X45 ABOVE FFL +20.40

D00

19/12/19 ISSUE FOR CONSTRUCTION

Rev

Date

Chk'd

Description

Cinema Screen | Detailed technical drawings

D06

Benoy Design Architecture Masterplanning Interiors Graphics Client

ST ENOCH TRUSTEE CO LIMITED AS TRUSTEE OF THE ST ENOCH CENTRE UNIT TRUST

NJ NK

Project

159670. 01/11/19 HEAD RESTRAINT REVISED MS CP DIMENSIONS ADDED The CDM hazard management procedures for the Benoy aspects of the d N.B. found on the "Benoy - Designer's Hazard Identification and Management project design teams comprehensive set of hazard management procedu HEAD RESTRAINT REVISED Planning Supervisor/Safety Coordinator appointed for the project. RESILIENT ADDEDBENOY DESIGN INTENT THIS DRAWINGBRACE REPRESENTS MASS BARRIER UPDATED ONLY. FULL STRUCTURAL DESIGN TO BE DEVELOPOE UPDATED ENGINEER'S IN CONJUNCTION BYNOTES ARUP STRUCTURAL AW MC 29/03/19WITH BUILDING SRM WARRANT UPDATED HEAD RESTRAINT REVISED RESILIENT BRACE ADDED DIMENSION ADDED NOTES UPDATED DP MC 21/11/18 ISSUED FOR CONSTRUCTION DIMENSION ADDED NOTES ADDED

D03

PROPOSED INFILL DETAILS SCREEN 3

+29.130m

DROP RODS FOR TENANT & MASS BARRIER CEILING. REFER TO 45 SERIES NOTES.

Drawn By

Checked By

Scale

Date

1:10 @ A1

19 12 2019

D02

D01

Project No.

Drawing No.

Revision

5276

BNY-EE 30 AL92

D00

CONSTRUCTION www.benoy.com

Ordnance Survey material is used with the permission of The Controller o

T01

29/10/18 ISSUED FOR CONSTRUCTION SPEC NUMBER ADDED NOTES ADDED 06/02/18 WALL TYPE REVISED GRID AMENDED 16/01/18 TENDER ISSUE

T00

10/10/17 TENDER ISSUE

C01

09/10/17 Issue for Coordination

C00

25/09/17 Issue for info

Rev

Date

D00

Status

t +44 (0) 207 404 7666 f +44 (0) 207 404 7980 e london@benoy.com

Plotted : Alejandro.Luque Date & Time : Paper File Name : BNY-EE 30 AL92.dwg Thu, 19 Dec 2019 - 5:23pm Xrefs: BNY-EE-GP-0211; BNY-VUE-EE-GP-0211; BNY-EE-LM-0211; BNY-SA-XP-0201; BNY-EE-XP-0211; SCREEN 3 - Sketch Details

DP 11/11/19 DIMENSIONS REVISED. HANGERS This drawing is the property of Benoy Architects andCP is issued on the con retained or disclosed to any unauthorised person, either wholly or in part SETTING OUT REVISED Benoy Ltd.

D04

Drawing Title

CINEMA PLANT

COLUMN UKC 254X254X89 AL CP XX/01/20 PROJECTION ROOM LID UPDATED. CHAMFERED SOFFIT UPDATED WALL TYPE D ANNOTATIONS UPDATED K10/133 Notes DIMENSIONS ADDED All dimensions to be verified on site. Do not scale this drawing. All discr WALL TYPE L REVISED project Architect.

D05

ST ENOCH SHOPPING CENTRE EAST END ANCHOR

Description

VUE SERVICE ZONE

SCALE 1 : 50 SCALE 1 : 1

@A1

Chk'd 0m

Benoy

FIT OUT BY TENANT SHOWN DOTTED

PROJECTION ROOM

PROJECTION OPENING BY TENANT

WALL TYPE D K10/133

10mm

REFER TO DRAWING: BNY EE 26 AL13 FOR EXTERNAL WALL TYP BNY EE 30 AL20 & BNY EE 30 AL21 FOR INT

Design Architecture Masterplanning Interiors Graphics DETAILS

BNY EE 30 AL30 FOR INTERNAL CEILINGS /

Client

COLUMN UKC 305X305X137

WALL TYPE D - K10/133

COLUMN UKC 152X152X30

SCREEN 3

NOTES:

+25.100m

HANDRAIL BY TENANT

MASS BARRIER CEILING (K10/215) SET OU GRID WITH OFF SET 600mm FOR 1200x120

REFER TO SE DRAWINGS. SEE DRAW ST ENOCH TRUSTEE -GRID. CO S-SP-501 LIMITED AS TRUSTEE OF THE ST ENOCH CENTRE UNIT TRUST

Project

ST ENOCH SHOPPING CENTRE EAST END ANCHOR

WALL TYPE C K10/130

VUE CORRIDOR

Drawing Title

STORE

PROPOSED SECTION SCREEN 3

WALL TYPE U1 K10/136

PATTRESS BEHIND

WALL TYPE B K10/131

WALL TYPE U2 20MM GAP TO PERIMETER OF FLOATING FLOORS FILLED WITH COMPRESSIBLE FOAM / MINERAL WOOL.

CONCRETE FLOATING FLOOR ON ACOUSTIC ISOLATOR PADS.

VOID

+20.40m

WALL TYPE B K10/131

20MM GAP TO PERIMETER OF FLOATING FLOORS FILLED WITH COMPRESSIBLE FOAM / MINERAL WOOL.

+20.40m

WALL TYPE L K10/168

FLOATING FLOOR ABOVE

02. CINEMA SCREEN 3 LONG SECTION

W.C

WALL TYPE U2 K10/136 A N.B.

THIS DRAWING REPRESENTS BENOY DESIGN INTENT ONLY. FULL STRUCTURAL DESIGN TO BE DEVELOPOED BY ARUP STRUCTURAL ENGINEER'S IN CONJUNCTION WITH SRM

Thu, 19 Dec 2019 - 5:28pm Plotted : Alejandro.Luque Date & Time : Paper File Name : BNY-EE 30 AL93.dwg Xrefs: SCREEN 7-8 - Sketch Details; BNY-EE-GP-0211; BNY-VUE-EE-GP-0211; BNY-EE-LM-0211; BNY-SA-XP-0201; BNY-EE-XP-0211; SCREEN 3 - Sketch Details

Drawn By

Checked By

Scale

Date

1:50 @ A1

25.09.2017

Project No.

Drawing No.

5276

BNY-EE 30 2301

Revision D00

18/12/19 ISSUE FOR CONSTRUCTI

Rev

Date

CONSTRUCTION t +44 (0) 207 404 7666 f +44 (0) 207 404 7980 e london@benoy.com

www.benoy.com

Design Architecture Masterplanning I Client

Plotted : alex_ Date & Time : Paper File Name : BNY-EE 30 2301.dwg Mon, 13 Jan 2020 - 1:38pm Xrefs: BNY-EE-GP-0211; BNY-VUE-EE-GP-0211; BNY-EE-XP-0211; BNY-EE-LM-0211; BNY-EE-XS-AL01; BNY-EE-GS-AL01; BNY-EE-LM-AL01; BNY-EE-GS-GN-AL01; BNY-EE-GD-AL01; BNY-EE-SR-AL01; BNY-EE-GS-GN-AL01_DP; BNY-EE-SP-AL01; BNY-EE-GS-AA01; BNY-EE-GS-HH01

D06

Description

Status

N.B.

PRODUCED BY AN AUTODESK STUDENT VERSION

10mm

NOTES:

COLUMN UKC 254X254X89

SCREEN 3

SCREEN 3 WALL TYPE D K10/133

0m SCALE 1 : 100 RELOCATED BEAM @A3 SCALE :1 UKB1356X171X45

METSEC 142 Z 13 @400MM

VUE SUSPENDED CEILING

DETAIL AT THE EDGE OF THE ROOF TO BE ADVISED 0m BY

SCALE 1 : 50 ROCKWOOL SCALE 1:1 PLATE

ST ENOCH TRUSTEE CO AS TRUSTEE OF THE ST CENTRE UNIT TRUST Project

ST ENOCH SHOPPING CENTRE

Polideportivo del Callao | Aerial view

· SPORTS VILLAGE OF CALLAO & STADIUM OF SAN MARCOS ·

Venues for the Lima 2019 Pan & Para American Games Client: Lima 2019

Location: Lima, Perú

Contractor: Sacyr-Saceem Budget: 165 m S/, £38.2 m Design Consultant: Pattern Design

Status: Built

·T

he projects consist of the design and construction of a new sports centre and the remodelling and expansion of the Miguel Grau Coliseum on the Regional Sports Village of Callao, as well as the design and refurbishment of the football stadium of the National University of San Marcos. The Polideportivo presents an unparalleled opportunity to construct a recognisable landmark for Callao. The lively streets of Callao and the vibrant spirit of their inhabitants are the inspirations for an open and inviting building that is used by elite competitors and the local community. The 17,600 m2 sports centre will include competition and warm up areas and will accommodate 6,100 spectators. It will host the volleyball, taekwondo and Para-taekwondo competitions during the Games, and it will become the new home for the Peruvian National Volleyball Team in the Legacy mode, as well as be used for a wide variety of special events. The architectural design of the Coliseo is based on sympathetically remodelling the existing building within the context of the Callao Cluster. During the Games, the Coliseo will be a world-class facility for wrestling, boxing and the Paralympic sport – Goalball with a capacity of 2,400 seats. After the Games, it will revert to a much-improved multisports arena where the Peruvian Basketball Federation and Peruvian Volleyball Federation are both headquartered. The refurbishment of the existing Estadio San Marcos provides an opportunity to bring new life and use to a venue that no longer met the needs of its users. During the Games, the Estadio will be used for international-level (FIFA) football. It will accommodate 33,000 spectators, the needs of athletes, FIFA, Media and Broadcasters. In Legacy, the Estadio can host sub 17 matches, concert and religious events. Improvements to the players changing areas, the field of play surfaces, the tribune seating arrangement, and new stairs that connect the tribunes to the field of play, will make the building functional for a range of different uses.

Coliseo Miguel Grau | Aerial view

Position : Project Management Assistant Software: Revit, Navisworks, Microsoft Office, Newforma

Estadio San Marcos | Aerial view

Responsabilities: • Assisted with the quality control, elaboration and distribution of all project documentation (submittals, RFI’s, contract drawings and documents, design and technical reports, specifications, agendas/ meeting minutes). • Managed the TIDP (Task Information Delivery Plan). • Efficiently reviewed project drawings with the team to identify tasks, monitor progress and proactively resolve potential issues. • Coordinated communication with architects, engineers, subconsultants and contractors overcoming the language barrier and time difference. • Conducted the SRS (Systems Reference Sheet) to ensure the consistency inidentifying systems/products as indicated on Design Drawings and asreferenced within the Specifications. • Scanned the type of comments/observations made by the client on the deliverables to act accordingly to achieve the overall final approval. • Supported the project team with the production and upgrade of drawings and 3D models during the last 3 months using Revit 2018. • Reviewed, organized and maintained several Revit models to get a high level of quality as required by BIM Level 2 standards.

Polideportivo elevation| Revit

Polideportivo section| Revit

Detailed drawings| Revit

Open Sky | Ground Floor Leasing Plan

· OPEN SKY ·

Shopping centre in Torrejon de Ardoz, Madrid

Developer: Compaigne de Phalsbourg

Location: Madrid, Spain

Arch. & Design: Gianni Rannaulo Arch. & Engineering: Cabeza & Sastre

Budget: 160m € Status: In construction

·T

he Open Sky shopping centre is located in the town of Torrejón de Ardoz, east of the capital and located near the Adolfo SuárezBarajas airport. The total project has 150,000 m2, more than 200 stores and 7,000 parking spaces, a central lake of 12,500 m2, large green areas, fountains and light shows, as well as a stage for concerts and theatre plays.

Position : Architectural Assistant Software: AutoCad, Rhino, Revit, ·V-Ray, Photoshop Responsabilities: • Produced GA plans, sections and elevations. • Produced technical detailed sections of the roof structure. • Produced 1:50 set out plans of the curtain wall. • 3D modeling and conceptual renders using Revit and Rhino. • Carried out the calculation of the volume / cost of the excavation. • Produced 1:50 sections of the topography and platforms to proceed with the excavation.

Open Sky | CGI View

Open Sky | CGI AView

Open Sky | CGI View

Images by Compaigne of Phalsbourg

· VEGA DE ALMAYATE ·

Eco- Resort & Spa on the beach

Autor: Alejandro Rubio

Location: Vélez- Málaga, Spain

Purpose: Final Project M.Arch

Date: October, 2017

“L

a Vega de Velez-Malaga has maintained its natural value thanks to the continued exploitation of its agricultural resources, sustained by a network of infrastructures that gives this territory a cultural value. The incorporation of high-density hotel accommodation equipment should not alter this fragile ecosystem; with his proposal, Alejandro does not pretend that this sensitive vision conditions it and does not renounce to achieve a project that combines this approach to the landscape with a dense, effective, accurate solution and competitive strategies in this sector; which shows ample capacity to face the world of work. These qualities of great professionalism, is shown in all aspects of the work, both at the design level and in the technical and material solutions; all conditioned by an ecological reading of the project. From touching the ground with the minimum elements hanging the building of a curved beam of wood, material with which the building is constructed, until introducing the water cycle of the hotel in the process of landscape for the plantation of the orchards. All with an exhaustive work of calculation that verifies its operation and that Alejandro needs to sustain his proposal. The building is functionally clear, composed of hybrid uses that allows not only to serve the hosted public, but it is also a building for the city; its position, rotundity and light appearance, part of a simple organization, looking for the best positions for the entire program. The operation is exceptional, crossing the accesses and circuits of workers and tourists without coming to meet. And all this, shown in a simple and apparent naturalness, making believe that architecture can be an easy task” Diego Jiménez | djarquitectura

3D View | Sketchup + Photoshop

Ground floor plan | Autocad

General exterior render | Rhino + Vray

Elevation | Autocad + Photoshop

Details | Autocad

Schematic drawings | Photoshop + Illustrator

Section | Autocad

Render of entrance point | Rhino+ Vray

Click here for the full project

· ENCLOSING THE LANDSCAPE · Interpretation Centre Bobastro Ruins

Autor: Alejandro Rubio

Location: Bobastro, Spain

Purpose: University Malaga

Date: April, 2013

·T

he idea of this Interpretation Centre to welcome visitors to the ruins of Bobastro is based on a journey through the landscape that progressively allows its knowledge and discovery from the general to the particular. In this way, a series of pieces that work as attractive elements and drivers of the visitor are placed by establishing visual links along the lake. The thematic variety of these pieces aims to create a certain dynamism by starting from the exhibition of the surroundings to conclude showing a precise description of the Basilica.

Path Section | Autocad + Photoshop

Master plan | Autocad + Photoshop

Elevation | Autocad + Photoshop

Ground floor | Autocad + Photoshop

Plan and section | Autocad + Photoshop

Visualization | Photoshop

· VORTEX ·

Contemporary Art Museum

3D Visualization | Revit + Photoshop

Autor: Alejandro Rubio

Location: Poznan, Poland

Purpose: University of Poznan

Date: January, 2014

Ground Floor | Autocad + Photoshop

Schemes | Revit + Photoshop

Section A-Aâ&#x20AC;&#x2122; | Revit + Photoshop

Section B-Bâ&#x20AC;&#x2122; | Revit + Photoshop

· LANDSCAPE WAGROWEC · Promenade “3+1” by the lake

Autor: Alejandro Rubio

Location: Wagroviec, Poland

Purpose: Contest- Finalist

Date: December, 2013

·T

he idea behind this proposal is based on introducing in the promenade through the lake the sum of four paths of different nature. The intention is to adapt each path to the speed that each type of user needs to go trough of it. Cyclists, athletes, parents with their children, the elderly or disabled can feel safe. Each path has its material and its light marks that differentiate them, preventing them from interrupting each other. Another proposal is the “Invisible path” that allows users a direct contact with the lake by being able to walk on it with water up to the ankles. In winter this path can be used to skate on ice. Throughout the tour, visitors can make use of facilities such as cafeterias, children’s play area, reading and rest areas, swimming and recreation area; all accompanied by a selection of plants and flowers for each path that invite you to explore it.

· COVER & VOID ·

Partial Faculty reformation

Autor: A. Rubio

Location: Málaga, Spain

Purpose: Ideas Contest

Date: November, 2015

·T

he main concern at the time of approaching the project has been the connection with the basement, a space that is currently completely detached from the school and that lacks any attraction to go down to it. The proposed solution is to create a parallel with the hall of the school, a space with double height that works and that could be considered the most iconic space of it. Therefore, it is proposed to create a gap, of considerable dimensions, in the current cafeteria area that would connect the basement with this space and at the same time allow the necessary light to enter the new leisure room. The vacuum, as a spatial connection and relationship, integrates the ground floor and basement through the transition of environments and visual relationship. At the same time, the roof dilutes the elevation changes creating a changing and dynamic environment.

Ground floor | Autocad

Section A-Aâ&#x20AC;&#x2122; | Autocad

Floor -1 plan | Autocad + Revit + Ps

Section B-Bâ&#x20AC;&#x2122; | Autocad

· RUMBO A LA TEMPESTAD ·

Ephemeral architecture | Noche en Blanco 2015

Autor: A. Rubio + Univ. partners

Location: Malaga, Spain

Purpose: Winner Ideas Contest

Date: May, 2015

·T

he installation proposed by the School of Architecture of Malaga in the Noche en Blanco 2015, “Rumbo a la tempestad”, emerges from a reflection on the transcendence of marine storms in navigation, manifesting clearly in the mutant character of the sea, capable of bending any route map or turn a simple boat ride into a whole challenging adventure. A trip would not make sense without a mission, something to discover, a treasure. The adventurer who decides to start it will be equipped at the beginning with a small bottle, whose usefulness will be discovered throughout the trip. During this voyage the intrepid sailors will face the nature of a storm. At the beginning, there is the calm and serene course and, little by little, the waves begin to wake up and will go wrapping and guiding the adventurer almost at his mercy. [...] In the end, the adventurer will have as a sample of its value a bottle with the essences of its course, which can be preserved through a piece of cork given to seal its content and with it, its experience. this element can be hung by showing the world its courage and ambition. Abstract for press release | Team

how I see the world 39

ALEJANDRO RUBIO LUQUE arubioluque@gmail.com

THANK YOU