Rama Khalaf - CV and Portfolio

Rama Khalaf ARB / RIBA

Selected Works

Rama Khalaf / About

A conscientious and ambitious architecture professional, I have completed my studies at the Architectural Association in London and have earned an AA Diploma along with my RIBA parts 1 and 2. I have recently been awarded my RIBA part 3 qualification and subsequently registered with the Architect’s Registration Board in the UK. While working in the UK, Jordan, and the UAE, I have been involved in all RIBA work stages, and have shown strength and interest in post concept stages and project delivery.

My wide range of experience has helped me grow my ability to multitask, and am now able to work more efficiently in all stages and with different teams. I am always eager to learn and grow from my work and my colleagues, and as a result have shown great attention to detail and exceptional diligence in my work. I have been given several opportunities to lead projects, both in early and in later design stages, and have shown great ability to coordinate with consultants and project teams in the delivery of high quality documentation and projects. I have also developed my communication skills over the years of managing both internal and external project teams.

Outside of project work, I have been involved in digital practice groups at Gensler and Perkins and Will, and have always been interested in exploring new digital platforms and innovative solutions that aid in project delivery and construction. I also enjoy organising office wide social events with my colleagues.

Curriculum Vitae Contact Dubai, UAE Address: +971 563100367 Phone: Email: ramakhalaf@outlook.com Website: www.ramakhalaf.com

Personal April 26, 1987 Date of Birth: French & Jordanian Nationality: English (fluent) Languages: Arabic (fluent) French (basic)

Movenpick Hotel, RAK Perkins and Will January 2017 - Present

Vida Hotel, Bahrain Perkins and Will September 2018 - Present

Rama Khalaf AA Dipl. / ARB / RIBA Professional Experience Perkins and Will / Dubai, United Arab Emirates /Architect/full time 01.2017 - present I am currently developing a civic center project in Egypt and coordinating with consultants to deliver the Developed Design (SD) Documentation.

I was a core team member on two other hotel projects: Movenpick hotel and resort in Ras Al Khaimah (currently under construction) where I was an active member since Concept Design, and Vida Hotel and Serviced Apartments in Bahrain (currently under construction) where I led a team of four to deliver a fully coordinated Technical Design package.

Additionally, I helped create a Digital Discussion group within the office to discuss BIM related issues. Furthermore, I worked closely with the Technical Director to draft a full set of technical details and schedule templates to be used throughout the office.

Gensler / Abu Dhabi, United Arab Emirates /part II architectural assistant/full time 09.2013 - 01.2017 I was involved in large-scale retail and mixed use developments, and several large scale commercial and residential competitions.

Most notable projects were the Aston Martin showroom in Abu Dhabi, a hospitality tower competition in Dubai, a business district concept competition in Kuwait, and a sustainabe prefabricated model for an office compound in Riyadh.

I initiated a Digital Design group to organise digital resources at the office. I also delivered a research grant proposal within the company, focusing on re-thinking life patterns as soundscapes.

Arabtech Jardaneh / Amman, Jordan /part II architectural assistant/full time 12.2012 - 06.2013 I worked on large-scale hospitality projects such as Ayla’s Hyatt Regency Hotel in Aqaba, and InterContinental Hotel in Oman.

Chedi Hotel, Ras al Hadd Perkins and Will May 2017 - December 2017

BDP / London, United Kingdom /part I architectural assistant/full time 08.2009 - 08.2010 Among several projects, refurbishing the East Wing of Somerset House which now accommodates the law department of King’s College London.

Voluntary Work Tower Competition, Dubai Gensler April 2016 - May 2016

Friends of Jordan Festivals / Amman, Jordan 10.2012 - 12.2012 Managing and coordinating all events and charities for the “Nine Days of Christmas” charitable Christmas market.

Voluntary Work

Qualifications

Driftwood Pavilion / Tourbes, France 09.2010 The AA Summer Pavilion 2009, Driftwood, was purchased and rebuilt in the South of France for its new owner in 2010. I was part of a small team who volunteered to help reconstruct the pavilion in France.

LEED/Green Associate 02.2014 British Mensa 06.2008

Key Skills Revit

Work Space Ply Time / London, United Kingdom 09.2007

Rhino

TW/S/P/T is the pavilion winner of the Urbantine Project in 2007. I helped in the fabrication and assembly of the pavilion in London.

AutoCAD Adobe CC

Education

Revizto

RIBA North West / Dubai, United Arab Emirates /ARB/RIBA III

Sketchup

04.2017 - 04.2019

Microsoft Office

Architectural Association / London, United Kingdom /AA Diploma/RIBA II

Bluebeam Grasshopper

10.2010 - 06.2012

Hand Sketching

Diploma Unit 8: The Corporate Domain Diploma Unit 3: Completing Beauvais Cathedral

/ARB/RIBA I 10.2006 - 06.2009 Intermediate Unit 2: AA Summer Pavilion 2009 Intermediate Unit 9: Mis-Architecture AA First Year Course

/AA Foundation 10.2005 - 07.2006

Activities Attended a summer intensive fine arts course in Paris where I was given the chance to experience the city from an insider’s perspective by exploring the history of European art and design firsthand in the many museums and studios throughout Paris.

Attended summer camps in Switzerland, where I met people from different parts of the world and participated in different team building activities.

Physical Model Making

Interests Event Management

I enjoy organising and managing events of different types and sizes, which allows me to work with a lot of different people.

Travel

I have traveled to several countries all over Europe, America, Asia, Middle East and Africa.

Photography

I enjoy experimenting with photography.

Other interests

Volunteered to help the physically and mentally disabled and the orphans in my free time.

I have always been interesting in flying; and hope to one day learn how to fly myself.

Achieved the Sarvath El Hassan Award and the Silver Award of the El Hassan Youth Award (EYA), which is awarded to students who complete hours of community service, sports, and other activities including military expeditions.

I have also always been fascinated with astronomy, and enjoy reading and learning about new theories.

Rama Khalaf / Selected Works

Perkins and Will 01 Movenpick Hotel and Resort 02 Vida Hotel and Serviced Apartments 03 Address Hotel and Serviced Apartments 04 Marassi Civic Centre 05 Chedi Hotel Ras Al Hadd

Gensler 06 Al Mubarak Canyon 07 Tower on Sheikh Zayed Road 08 Emirates Investment Authority HQ 09 ICD District 10 The Avenues Bahrain / Phase 1 and Phase 2

Architectural Association 11 The Corporate Domain: amazon.com 12 AA Summer Pavilion 2009

Perkins and Will

Vida Hotel and Serviced Apartments. Perkins and Will

01 Location:

Movenpick Hotel and Resort

Ras al Khaimah

Program: Hospitality LANDSCAPE

AlMarjan Island

LOBBY

SEA

Work Stages: Concept Design to IFC 37,000 sq.m.

LANDSCAPE | BUILDING | BEACH | SEA













  

 

 





 

 

 

 

 





 

 

 



   

 

  

 

 



 

 













 













A01

 

A03





11350

11350

5850

5850

3000

 9000

1050

3000

5450

-HT-

5450



AB

ST

R-0



  



800� EXISTING PILES

600� EXISTING PILES

2

MHT

A06



LEGEND



A04

A05

9000

 

AA A02

 

45

8550

AD 0

600

350

607

1456

45.00°

9000

AE



AF

9000

AG

850



650

1200

MATCHLINE

PC1B

SE E: MHT-HT-STR-0

TB-01(750x7

550

1200

600

1(750x750)

PC1B

5200

2

TB-0

50) 1200

5891

40-E

50) PC1B

TB-01(750x7

1200

 



 

M ATCHLINE



AM

BH05

 

TP-03



2

6000

SE E:

MHT-HT-STR-0

AN' AO

 

BH09







 

BH10



AN

6000

PC1B



 

 



AL

CPT10

BH08

450

3600

700

40

CPT12

AP

3600

PC1B

2400

B

1

2400

MHT-HT-

STR-040-

0D PIT SUMP 600x600x120



2400

3600

50 0D E CHAMBER 0x1 VA LV 1000x150

SEE:

2 11 5

NE

1750

PD2

MATCHLI -HT-

1 05 0

PD2

1 ST

R-0

120 0

2400



BM

45

120 0

PC1 PC1

1

B01

40-B MHT-HT-STR-0

1

1 05 0 PD2

40-C

SE E: M ATCHLINESE E:

MHT-HT-STR-0

BL 2 11 5

4500



455 0 120 0

6 50

 

BK

3350

2650

M ATCHLINE

 





SCALE 1:25

AK AK

MHT

BH06

6000

PC1

BH' BI



6000

PC1

600

BH

5 00

6000

CPT09



6000

 

BF

8500



1 20 0

PD2

  120 0

2 11 5

120 0

550 0

340 0

1 05 0

BH07

1 20 0

340 0

120 0

PD2

412 5

PD2

2 11 5 1 05 0





290 0

 



12000 120 0







1 05 0 PD2

2 11 5

BA

TP-01

TOPC (TYP.)

-1450 U.N.O.



 



B02



8350 8350

B02

B03



5850 5850

B03

PC1

B04

PIT 400D

B05

DRA

B05

5450 5450

IN PC1B

4 60 0



VA 1000xLV

SUMP 600x600x PIT

E CHAMBE 1500x150

1200D PC1B

0D

R

B06 B06

290 0

7850 7850

120 0

1 05 0

CPT07

3000 3000

B04 SUCTION 600x600x TRENCH 400x400D



     



B07 B07

 

 



 



PC1B



 



9 00

PA







 

11350

 

 



120 0

1 05 0

412 5

9500

PB



4 00

2 11 5

PC

600

 





PD

 

TP-04

120 0

 

BG 8500

 

CUT OFF LEVEL

TYPICAL PILE HEAD TREATMENT DETAIL

-

AJ

50) TB-01(750x7 1200

STEEL REBARS PILE

 -

50) TB-01(750x7

PC1B

8891

1

5891

        

TB-01(750x7

PC1B

6891 40-E

TB-02(300x750)



MHT-HT-STR-0

3 TR-42

PCC 100mm THK. COMPACTED SOIL

CPT03

50) 1200 1591

PILE HEAD

WATER PROOFING BOUNDED TYPE

AH' AI

2(300x750)

MHT-HT-S

MATERIAL-1 MATERIAL-2

 CONCRETE FOUNDATION

BORE HOLE (BH)

TRIAL PIT (TP)

TB-0

1200

  

TB-02(300x750)

1200

6891

2(300x750)

6891 PC1B

50) TB-01(750x7

PC1B

1200

TB-0

R TO REFE2 1) ILS P DETA (RAM MHT-HT-STR-4 DWG.



750� EXISTING PILES DIAMETER IS NOT MEASURE

CPT

AH

120015

1200 6891

1200



650� EXISTING PILES



50)

91

PC1B

6891

PC1B

TB-01(750x7

PC1B

50) TB-01(750x7



1 TR-50

9000 9000

9000

TB-01(750x7

50) TB-01(750x7 2

50)



TOP OF PILE CAP/ RAFT

TH I CK NE S S

          

MHT-HT-S

9000

A09

A10

A11

 

COLUMN OR WALL PILE CAP / RAFT

P I L E C A P /R A F T

2650

A08

607



 

45.00°

1456

 



9000

150

500

AC

9000

700� EXISTING PILES 850� EXISTING PILES

 

450

8550

A07

1







SE E:



 



PC1B

Moreover, I worked closely with the Technical Director to develop all the typical details for the project. These details became the standard details for the office to be used on all projects.



 

CPT04

I was involved in the project from the Concept Design stage and through to the Construction Issue. I worked on all aspects of the design and development of the hotel, the chalets, and the two standalone restaurants.

I was an active member of the team and worked in revit to produce the drawings, as well as being involved with all relevant sub-consultants for day to day coordination.



Project design narrative: the resort acts as a transient space between city and sea

MATCHLINE

RAK AMI is developing “Al Marjan Island Hotel & Resort” in collaboration with Movenpick Hotels on a 56,068 square metre plot of land within Breeze island (Island 1) of Al Marjan Island in Ras Al Khaimah.

The planned development will consist of a hotel with 418 guestrooms. It will also comprise of standalone chalets and several F&B outlets.

Additionally, the development will include recreational and leisure amenities and facilities such as wellness and sports activities.



GFA:

BEACH



Client:









 







 



Site Plan

  



HOTEL RESIDENCES DROP -OFF CHALETS THE PROMENADE BALLROOM POOL BAR & BEACH GRILL SPECIALTY RESTAURANT

Illustrative Master Plan







 

Close-up view of the drop off area

Rendered View of the Movenpick Hotel Proposal

01



Movenpick Hotel and Resort









2 / A11 -02C 1 / A11 -02C

    

A11-02C 1

/

 



 

 

 

 

 



 

 



 

 

 



 





 

  

 



  

 



  

 

2 / A11 -02C 1 / A11 -02C





 

 

 

 

 

 



  









 



  





 

 



 

   

 

 



 





 



 



 



 

 

 

 

 

 

 



 

         

 



















  

 

 

 



 

 









/

 







2 / A11-02A



 

 



 



A11-02C

  



   



 

1

 

 

 



2 / A11-02A

 

 

 



 



 



 

 

 

 



 





 



2 / A11-02A

 

 

1 / A11-02A



   

 

 







1 / A11-02A



 

 







 

 

 

2 / A11-02A















 



Typical Floor Plan 









 

   

 







 

 

 

 

 

 

 

 









 

















S R-01

S R-02

S R-02

S R-02

S R-02

S R-01

S R-01

S R-02

S R-01



S R-02

S R-01

 

S R-03

S R-02



S R-03



S R-03

S R-02

S R-02







S R-03

S R-01

S R-03



 

     





 

S R-01



S R-01

S R-01

S R-03

S R-01

TR-04

S R-01

S R-03

S R-01

 

 

 

 







    





1 / A11 -00 C 1 / A1 1 -00 F

   

 



 

 



 

  





 













 

  







   

  





  



  



 









  

 

  



 





    

 

 





S R-03

 



S R-03

S R-03

S R-03



S R-03

S R-03

S R-03

 

     





 

S R-03

 























/

1

 

 



 

 

1 / A11-00A

 



1 / A11-00B

 

A11-00C 1 / A11-00B





 

 

 



 

 



 

1 / A1100E 1 / A1100F

 



 



 















 



 





Ground Floor Plan



 

 



 

  

S R-03

     S R-03

S R-02

S R-03

S R-03



 

 

TR-04

S R-03

S R-03

  

S R-03

S R-02

S R-03

 



 

   

S R-02

S R-03



 



 

S R-01



 

TR-04

 







  

S R-03

S R-01

S R-03

S R-02



 

 

S R-03

 

 



 

  

  





  

S R-02

       

 



 



 

S R-02



S R-01











S R-01

S R-01

 





  

S R-02

S R-02

S R-01





 



S R-01

S R-01

 

S R-02

 

 

 



S R-02

S R-02

S R-02

POS CC



S R-02

S R-03

S R-03

 



S R-01

S R-03

S R-02

S R-02

S R-03

 

BILL



S R-02

S R-03

                                      4       A43-44      3    A43-43    3     S R-02

 





  S R-01

S R-03

 

S R-01

S R-01

S R-03

S R-02

 

 

S R-03

S R-03



S R-03

S R-01

S R-03

                      



 

 

 



POS

S R-01

   



S R-01





 

CC

 

 



 

  



   





 

  

S R-02





 



   

S R-01

 





BILL

 

 





 







 









   





   

 







 

 

1 / A11-00A

 

1 / A11-00B

   



 



 

  

 1 / A11 -00 1 / D A11 -00E

    

/





  



A11-00C 1 / A11-00B

 

 

 

 







 



  





1

 





 





 



 







1 / A11 -00D 1 / A11 -00 C

 

 



 

  

  











Close-up view of the facade





LEVEL 01 15700 mm



MEZZANINE LEVEL 12300 mm



MECHANICAL BELOW MEZZANINE 10260 mm GF 5500 mm





















01

  



























Movenpick Hotel and Resort



  





 

 

 

  



UPPER ROOF LEVEL 57100 mm



ROOF LEVEL 54100 mm



LEVEL 11 49700 mm



LEVEL 10 46300 mm



LEVEL 09 42900 mm



LEVEL 08 39500 mm



LEVEL 06 32700 mm LEVEL 05 29300 mm







LEVEL 07 36100 mm



LEVEL 04 25900 mm



LEVEL 03 22500 mm





 



LEVEL 01 15700 mm









MEZZANINE LEVEL 12300 mm MECHANICAL BELOW MEZZANINE 10260 mm







 

LEVEL 02 19100 mm

GF 5500 mm















































Hotel front elevation 











GF 5500 mm 

 

 



 

 

 

 



 

 

 

 



 

 

 

 

 

 

  

 

 

 

 



 

 

 

 

 

  

 

 

 

 

 

  

 

 

 

 

 

  

 



LEVEL 05 29300 mm

 

LEVEL 04 25900 mm





     LEVEL 03 22500 mm LEVEL 02 19100 mm

  

   LEVEL 01  15700 mm MEZZANINE LEVEL 12300 mm



MECHANICAL BELOW MEZZANINE 10260 mm

 

 

 







 



 

 

 

B1 1000 mm

 







  





 





  



 



  

 





 

 

 

  

 

   

   

Hotel sections



 

 

 





  



GF 5500 mm

         

B1 1000 mm

 

 

LEVEL 06 32700 mm

 

 

 

 

LEVEL 07 36100 mm

 

 



 

 



 

 





 

 

 



 



 



 

 

 

 



 

 

 



 

 

 



 

 

 



 

 



 



 

 

    LEVEL 08  39500 mm

LEVEL 09 42900 mm



 

LEVEL 10 46300 mm







 

  





 

 

 

 



MEZZANINE LEVEL 12300 mm MECHANICAL BELOW MEZZANINE 10260 mm



LEVEL 01 15700 mm

 



LEVEL 02 19100 mm

 

 



LEVEL 03 22500 mm

 



LEVEL 04 25900 mm

LEVEL 11 49700 mm  



LEVEL 05 29300 mm





LEVEL 06 32700 mm





  



LEVEL 07 36100 mm



 



LEVEL 08 39500 mm





 



LEVEL 09 42900 mm



LEVEL 10 46300 mm







LEVEL 11 49700 mm





ROOF LEVEL   54100 mm



ROOF LEVEL 54100 mm





UPPER ROOF LEVEL 57100 mm









  



























 



  

  





MECHANICAL BELOW MEZZANINE 10260 mm

LEVEL 03 22500 mm

  

 LEVEL 01 15700 mm 

 

 





B1 1000 mm

 

 

 



 

 



 



 



 





       

 



   

MEZZANINE LEVEL  12300 mm  MECHANICAL BELOW MEZZANINE 10260 mm GF 5500 mm















 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

  

 

 

 



    

 

    







 







  

 

 



 

 

 































 





     

 





 



  





 

B1 1000 mm



 







 

 











   





   

 

LEVEL 02  19100 mm  



   



LEVEL 04 25900 mm

GF 5500 mm



LEVEL 05 29300 mm

 

 

 

 



 

 





 



 



 

 

   



 

LEVEL 06 32700 mm

 

 



 

 

 



 

 

 



 

 

 



   

 



LEVEL 07 36100 mm

 





MEZZANINE LEVEL 12300 mm

LEVEL 08 39500 mm

 

 

 

LEVEL 09 42900 mm



 



LEVEL 01 15700 mm

LEVEL 10 46300 mm

 

 

 



LEVEL 02 19100 mm

 

 



LEVEL 03 22500 mm

 



LEVEL 04 25900 mm

 

 

LEVEL 11 49700 mm

 



LEVEL 05 29300 mm

 

 



LEVEL 06 32700 mm

 



LEVEL 07 36100 mm

 



LEVEL 08 39500 mm

 



LEVEL 09 42900 mm

ROOF LEVEL 54100 mm





 LEVEL 10 46300 mm





UPPER ROOF LEVEL 57100 mm

  

 

View of the beach restaurant









  



  

  











 



 



 

 

 

  

NORTH QIBLA

 

 





















  





























 







  





















Beach Grill ground level plan







 

        







   

   







 









 











  









 





 





















Beach restaurant ground level plan











 



 





































 



















 























 

















































  















 





















 

























































 

  

Chalets ground level plan 

View of the chalets along the promenade





 

 





   

 











 





 













 





















 





















 











 







 

















 























 





















 

 













 

















  







 







  

  









 

 





  

 







 

SR-02

SR-03













SR-01

   

  



 







    



  

  



 







 

 



      



  



  



1200

   SR-02

SR-02

SR-03









     







 

 



 

  





  











 

  



 

  



 



























 







 









 

 











 



 



SR-03



 

SR-01



  

 

SR-01





 



SR-01

  



  





    

  







    CC







B ILL CC



 

  







  













 

 

B ILL

  

 

 





 













 

 









P OS













B ILL CC

P OS



       





P OS



  



P OS

CC

B ILL

 



COMPRESSIBLE JOINT FILLER / FIRESTOPPING, TO SUIT PTN ACOUSTIC / FIRE RATING PLASTER - REFER TO RC ROOM / CMU WALL FINISH SCHEDULE

DETAIL DETAIL PLAN PLAN OFOF TYP TYP GYP CMU BDEXPANSION PTN EDGE JT

WPM-2

10 6

1 : 10

8/16/2018 4:15:31 PM

CH / SOCKET IN BOX IN GYP BD PTN

ELECTRICAL SWITCH / SOCKET BOX

REF BMU DETAILS

DETAIL SECTION OF TYP BMU RAIL

150 MIN

GALV STL TRACK

RC SLAB

RC SLAB

T/SS BD PTN DETAIL DETAIL PLAN SECTION OF TYP OFELECTRICAL TYP GYP BDSWITCH PARTITION / SOCKET BASE IN BOX IN GYP 1:5 1:5

4 3

15

VARIES - REFER TO

3

T/SS

2

RC UPSTAND

11

DETAIL SECTION OF TYP SERVICES DUCT PENETRATION AT ROOF 1 : 10

<<P 15 VARIES - REFER TO

15

15 VARIES - REFER TO

PARTITION TYPE SCHEDULE

VARIES - REFER TO PARTITION SCHEDULE AND ROOM FINISH SCHEDULE 15

15 15

MORTAR

DETAIL SECTION OF TYP ROOF EDGE DETAIL AT RENDERED WALL 1 : 10

C

2

DETAIL SECTION OF TYP CMU HEAD 1:5 STRUCTURAL & MEP

15

MARK

WPM-2 SEALANT

GALV STL PLASTER STOP BEAD

ISSUE

T/PAV COMPRESSIBLE JOINT FILLER

15

VARIES - REFER TO

14

51

PLASTER - REFER TO ROOM FINISH SCHEDULE

DETAIL DETAIL PLAN SECTION OF TYP OFCMU TYPCONTROL CMU BASEJT - CORNER CONDITION 1:51:5

21

T/SS CONCRETE TOPPING LAID TO FALL, MIN 50 MM THK RC SLAB FIRESTOP

3

MEINHARDT

A

DETAIL SECTION OF TYP TIMBER DECK FINISHES AND DRAIN 1 : 10

DATE

<<PROJECT NUMBER>>

Drawn

Author

ARCHITECT OF RECORD

Checked Checker ALBONIAN CONSULTANT ENGINEERS DUBAI BANK BUILDING Approver AL NAKHEEL, RAS AL KHAIMAH TITLE t: +971 7 228 8641 P.O BOX NO. 13085

Approved

TYPICAL PARTITION DETAILS

PLASTER - REFER TO ROOM FINISH SCHEDULE

SHEET NUMBER

GALV STL PLASTER STOP BEAD

PROJECT

ADJUSTABLE ANCHOR, TYP ALTERNATING COURSES

RC SLAB / UPSTAND

VARIES - REFER TO

PARTITION TYPE SCHEDULE

GOLD & DIAMOND PARK, BUILDING 4 UNIT 130, SHEIKH ZAYED RD. DUBAI UAE t: +971 4 341 6686 P.O BOX NO. 38349

Job Number

CLAMPING COLLAR FLOOR FINISH - REFER TO ROOM FINISH FILTER FABRICSCHEDULE GALV STL PLASTER CORNER CONTROL JT INSUL-3, 120 MM THK

PLASTER - REFER TO ROOM FINISH SCHEDULE

VARIES - REFER TO

PARTITION TYPE SCHEDUL

TIMBER DECKING AND BATTENS ON ADJUSTABLE PEDESTALS BASE FINISH - REFER TO ROOMDRAIN FINISHWITH SCHEDULE ROOF MEMBRANE

RC UPSTAND

7

PARTITION TYPE SCHEDULE

3

350 MAX /

MORTAR HORIZONTAL JOINT CMU REINFORCEMENT

INSUL-3, 120 MM THK

FIRESTOP

ISSUE CHART 15

T/SS

PARTITION TYPE SCHEDULE

DETAIL PLAN OFOFTYP JT - CORNER DETAIL SECTION TYPCMU GYPCONTROL BD PARTITION BASE CONDITION 1:5 1:5

CEILING - REFER TO ROOM FINISH SCHEDULE

CMU

PARTITION TYPE SCHEDULE

9 5

WPM-2

Typical partition details

DETAIL SECTION OF TYP ROOF FINISHES AND DRAIN

PLASTER - REFER TO ROOM FINISH FILTER FABRICSCHEDULE

14

KEYPLAN

PLASTER - REFER TO ROOM FINISH SCHEDULE

PLASTER - REFER TO ROOM FINISH SCHEDULE

GALV4STL PLASTER 1 : 10 ANGLE BEAD

16

SEALANT AND BACKER ROD, FIRE / ACOUSTIC TO SUIT PTN RATING

<<CLIENT ADDRESS CITY, STATE ZIP CODE>>

GALV STL PLASTER STOP BEAD

FIRESTOP RIGID ANCHOR, TYP ALTERNATING COURSES

15

WIND POST, AS REQUIRED FOR STRUCTURAL DESIGN

TERMINATION BAR FLOOR FINISH - REFER TO GALV STL PLASTER ROOM FINISH SCHEDULE PTD ALUM FLASHING CORNER CONTROL JT INSUL-3, 100 MM THK SEALANT WPM-2 COMPRESSIBLE JOINT FILLER AGGREGATE BALLAST ADJUSTABLE ANCHOR, TYP T/PAV ALTERNATING COURSES

10

PTD ALUM FLASHING FLOOR FINISH - REFER TO ROOM FINISH SCHEDULE

GALV STL TRACK

13 9

VARIES - REFER TO

GALV STL STUD SST / GALV STL PLASTER STOP BEAD BASE FINISH - REFER TO SEALANT ROOM FINISH SCHEDULE

SST COLLAR BASECLAMPING FINISH - REFER TO ROOM FINISH SCHEDULE GROUT

150 MIN

VARIES - REFER TO

EXTERIOR PLASTER GYP BD CMU

<<CLIENT NAME CLIENT NAME>>

SEALANT, FIRE / ACOUSTIC TO SUIT PTN RATING

MARINA PLAZA, LEVEL 10 OFFICES 1004/1006, DUBAI UAE t +971 4 3825200 P.O. BOX NO. 112955, DUBAI UAE www.perkinswill.com

CONCRETE TOPPING LAID TO FALL, MIN 50 MM THK RC SLAB

1:51:5

PARTITION TYPE SCHEDULE

CMU

DUCT GALV WALL STL STUD SEALANT

SOUND ATTENUATION BLANKET, INSUL-3, 100 MM THK AS REQ BY PTN TYPE INSUL-3, 120 MM THK GALV STL ANGLE T/PAV GALV STL STUD

DETAIL DETAIL PLAN SECTION OF TYP OFCMU TYPFIXED CMU HEAD CORNER 15

MORTAR

GALV 8 STL PLASTER : 10 ANGLE1BEAD

GALV STL STUD GYP BD GALV STL TRACK

A

SEALANT AND BACKER ROD, FIRE / ACOUSTIC TO SUIT PTN RATING

GALV STL STUD

PARTITION TYPE SCHEDULE

GYP BD

SOUND ATTENUATION BLANKET, AS REQ BY PTN TYPE GALV STL ANGLE

CONCRETE TOPPING LAID TO RIGIDMIN ANCHOR, FALL, 50 MMTYP THK ALTERNATING COURSES RC SLAB PLASTER - REFER TO ROOM FINISH SCHEDULE

VARIES - REFER TO 15 15 VARIES - REFER TO 15 PARTITION TYPE SCHEDULE PARTITION TYPE SCHEDULE

15

DETAIL SECTION OF TYP ROOF ACCESS HATCH

PARTITION TYPE SCHEDULE

C:\Temp\Schedules and Typical Details_2018_KhalafR.rvt

GALV STL STUD GALV STL TRACK

12

62

WPM-2

VARIES - REFER TO

WIND POST, AS REQUIRED FOR STRUCTURAL DESIGN

15

T/SS

1:5 1:5

PARTITION TYPE SCHEDULE

GYP BD

INSUL-3, 120 MM THK

DETAIL SECTION TYPCMU GYPFIXED BD PARTITION DETAIL PLAN OFOFTYP CORNER HEAD

1:5

T/PAV

T/PAV

VARIES - REFER TO

<<PROJECT ADDRESS CITY, STATE ZIP CODE>>

DETAIL PLAN OF TYP CMU CONTROL J

A1/A61-51

RC SLAB / UPSTAND

<<PROJECT STATUS>> <<ISSUE DATE>>

T/SS

VARIES - REFER TO

15 AGGREGATE BALLAST

VARIES - REFER TO 15 VARIES - REFER TO PARTITION TYPE SCHEDULE PARTITION TYPE SCHEDULE

<<PROJECT NAME PROJECT NAME>>

CMU

GALV STL PLASTER FILTER FABRIC CORNER CONTROL JT INSUL-3, 120 MM THK PLASTER - REFER TO ROOM FINISH SCHEDULE WPM-2

16

1:5 1:5

RC UPSTAND

ELECTRICAL SWITCH / SOCKET BOX

TYP 25 DEFLECTION UNO

100

GALV STL PLASTER PTD ALUM FLASHING CORNER CONTROL JT INSUL-3, 100 MM THK PLASTER - REFER TO RC PLINTH ROOM FINISH SCHEDULE

15

PLASTER DETAIL SECTION OF TYP GYP PARTITION HEAD WALL AND SOFFIT LINING DETAIL SECTION THROUGH TYP BD ACOUSTIC ISOLATED 1410

TIC ISOLATED WALL AND SOFFIT LINING

PLASTER - REFER TO ROOM FINISH SCHEDULE

Copyright © 2015 Perkins+Will

MORTAR

COMPRESSIBLE JOINT FILLER / FIRESTOPPING, TO SUIT PTN ACOUSTIC / FIRE RATING

CMU ROOF DRAIN WITH SST GRAVEL GUARD, LEAFGUARD AND HEAD RESTRAINT MEMBRANE CLAMPING COLLAR ANCHOR AGGREGATE BALLAST HORIZONTAL JOINT CONCRETE PAVER ON FLAT REINFORCEMENT PEDESTALS

250 MIN AT DRAIN

VARIES - REFER TO 100 PARTITION TYPE SCHEDULE

1

PROJECT

A1/A62-52

RC SLAB

CMU SOLID / INSULATED

GALV STL PLASTER STOP BEAD

SHEET NUMBER

B

PLASTER - REFER TO ROOM FINISH SCHEDULE

MORTAR

SEALANT, FIRE / ACOUSTIC TO SUIT PTN RATING

RK

ARCHITECT OF RECORD

MT DUBAI BANK BUILDING AL NAKHEEL, RAS AL KHAIMAH TITLE t: +971 7 228 8641 P.O BOX NO. 13085

TYPICAL DOOR DETAILS

3

1:51:5

VIBRATION ISOLATION PAD

2 LAYERS 15 MM REGULAR GYP BD ON ISOLATED BRACKETS REF ACOUSTIC CONSULTANT'S DETAIL

GALV STL PLASTER STOP BEAD

DETAIL DETAIL PLAN PLAN OFOF TYP TYP CMU CMU EXPANSION CONTROL JT - INTERMEDIATE CONDITION

350

SEALANT

VARIES - REFER SEALANT, FIRE / ACOUSTIC TO STRUCT DWGS TO SUIT PTN RATING

100

150

EXTENT T/PAVOF SOFFIT LINING WHERE WALL LINING NOT REQ

EXTENT OF SOFFIT LINING WHERE WALL LINING NOT REQ

WIND POST, AS REQUIRED ALIGN FOR STRUCTURAL DESIGN EXPANSION JT COVER COMPRESSIBLE JOINT FILLER

10

1

10

ACOUSTIC SEALANT AND BACKER TOD

GALV STL STUD

DETAILS

ACOUSTIC SEALANT AND BACKER TOD

BMU RAIL - REF BMU DETAILS GALV STL TRACK

GYP BD STL BASE PLATE

REF BMU

2 LAYERS 15 MM REGULAR GYP BD ON SPRUNG HANGERS - REF ACOUSTIC CONSULTANT'S DETAIL

GALV STL STUDHATCH WITH ROOF ACCESS GLASS FIBRE BLANKET INSUL INTEGRATED, INSULATED KERB GYP BD 2 LAYERS 15 MM REGULAR GYP BALLAST - REF BD AGGREGATE ON SPRUNG HANGERS ACOUSTIC CONSULTANT'S DETAIL INSUL-3, 120 MM THK

GLASS FIBRE BLANKET INSUL

2

TYP 25 DEFLECTION UNO

100 GALV STL TRACK

30

TYP 25 DEFLECTION UNO

100

TYP 25 DEFLECTION UNO

100 30

3

60

WOOD DOOR JAMB & HEAD DETAIL

RC SLAB

CMU SOLID / INSULATED

<<PROJECT NUMBER>>

Approved

TYP EDGE OF BASE BELOW, ABUTTING ARCHITRAVE

COMPRESSIBLE JOINT FILLER / FIRESTOPPING, GALV STL PLASTER TO SUIT PTN ACOUSTIC / ANGLE BEAD FIRE RATING

MORTAR

SEALANT AND BACKER GALV STL PLASTER ROD, FIRE / ACOUSTIC TO ANGLE BEAD SUIT PTN RATING

CMU

2 LAYERS 15 MM REGULAR GYP BD ON ISOLATED BRACKETS REF ACOUSTIC CONSULTANT'S DETAIL

PLASTER - REFER TO ROOM FINISH SCHEDULE

RC SLAB

SEALANT AND BACKER ROD, FIRE / ACOUSTIC TO RC SUIT SLABPTN RATING

Job Number

1:5

15

B RC SLAB

LEAF THK

73

1:5 1:5

DETAIL PLAN OF J MARK ISSUETYP CMU CONTROL DATE

<<PROJECT STATUS>> <<ISSUE DATE>>

VARIES - REFER TO STRUCT DWGS

VARIES - REFER TO

11 7

1:5

15 3 15

CLEAR OPENING

1:2 MORTAR MORTAR CMU CMU

EXPANSION JT COVER

Typical door details DETAIL PLAN OF TYP GYP BD PTN EDGE

5

2

WD DOOR FRAME

1

ALIGN

1:2

MORTAR CMU

11

VARIES - REFER TO

PARTITION TYPE SCHEDULE

METAL DOOR JAMB & HEAD DETAIL

GALV STL PLASTER STOP BEAD

PARTITION TYPE SCHEDULE

3

10

TYP SEALANT

UNIT 130, SHEIKH ZAYED RD. DUBAI UAE t: +971 4 341 6686 CONSTRUCTION DOCUMENTS Date 38349 3 P.O BOX NO.

Checked VS ALBONIAN CONSULTANT ENGINEERS

A

SEALANT EXPANSION JT COVER GALV STL PLASTER CONTROL JOINT COMPRESSIBLE JOINT FILLER / FIRESTOPPING, TO TYP SUIT PTN RIGID ANCHOR, ACOUSTIC / FIRE RATING ALTERNATING COURSES

WD DOOR LEAF WITH CONCEALED LIPPING

WD ARCHITRAVE TO MATCH FRAME

WALL FINISH WHERE SPECIFIED

4

PLASTER - REFER TO PLASTER - REFER TO ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE

SUB-FRAME AND PACKING, FIRE / ACOUSTIC TO MATCH PTN RATING

5MM WHERE NO BASE 10MM WHERE BASE SPECIFIED

MEINHARDT

SEALANT, FIRE / ACOUSTIC GOLD & DIAMOND PARK, BUILDING 4 TO SUIT PTN RATING

Drawn ADJUSTABLE ANCHOR, TYP ALTERNATING COURSES

TYP 25 DEFLECTION UNO

15

VARIES - REFER TO

65

CLEAR OPENING

6

1:2

GALV STL TRACK

PARTITION TYPE SCHEDULE

METAL DOOR SILL DETAIL

3

VARIES - REFER TO

T/FF

PARTITION TYPE SCHEDULE

LEAF HEIGHT - REFER TO DOOR SCHEDULE

10

METAL DOOR FRAME

STRUCTURAL & MEP

COMPRESSIBLE JOINT FILLER

CMU / RC

1:51:5

VARIES

COMPRESSIBLE JOINT FILLER / GALV STL STUD TO SUIT PTN FIRESTOPPING, ACOUSTIC / FIRE RATING GYP BD

GYP BD GALV STL TRACK

AND ROOM FINISH SCHEDULE

SUB-FRAME AND PACKING, FIRE / ACOUSTIC TO MATCH PTN RATING

RC PLASTER / CMU WALL - REFER TO ROOM FINISH SCHEDULE SEALANT AND BACKER ROD, FIRE / ACOUSTIC EXPANSION JT COVER TO SUIT PTN RATING

GALV STL STUD

WALL FINISH (REFER TO ROOM FINISH SCHEDULE)

DETAIL DETAIL PLAN PLAN OFOF TYP TYP SERVICES CMU CONTROL PENETRATION JT - ENDTHROUGH CONDITION CMU

15 VARIES - REFER TO 15 VARIES - REFER TO PARTITION TYPE SCHEDULE PARTITION TYPE SCHEDULE

VARIES - REFER TO PARTITION SCHEDULE

FRAME ANCHOR

SEALANT AND BACKER ROD, FIRE / ACOUSTIC TO SUIT PTN RATING

ALUM THRESHOLD

84

1:5 1:5

ACOUSTIC / SMOKE SEAL TO MEET SPECIFIED DOOR RATING

60

PARTITION TYPE SCHEDULE

5

DETAIL PLAN TYP SERVICES PENETRATION THROUGH CMU DETAIL PLAN OFOF TYP GYP BD PTN EDGE

VARIES - REFER TO

RC / CMU WALL

18

CMU DOOR SETTING OUT - REFER TO PLANS SERVICES PIPE

INTUMESCENT / ACOUSTIC / SMOKE SEAL TO MEET DOOR RATING AND TO CLEAR DOOR HARDWARE

CMU / RC

ISSUE CHART

C

10

20

SEALANT, FIRE / ACOUSTIC LEAF WIDTH REFER TO DOOR SCHEDULE TO SUIT PTN-RATING

5MM (NO BASE)

MARINA PLAZA, LEVEL 10 OFFICES 1004/1006, DUBAI UAE t +971 4 3825200 P.O. BOX NO. 112955, DUBAI UAE www.perkinswill.com

MORTAR

20

PARTITION TYPE SCHEDULE

HOLLOW METAL DOOR LEAF

DOOR SILL DETAIL

1:2

15

LEAF THK -

12 8

1:5

DOOR FRAME BEYOND

CMU

COMPRESSIBLE JOINT FILLER

SEALANT TO BACKER ROD, SERVICES PIPE TO SUIT FIRE / ACOUSTIC PTN RATING

50

HOLLOW METAL DOOR LEAF

150 TYP FRAME

REFER TO DOOR SCHEDULE

REFER TO DOOR SCHEDULE

LEAF THK -

WOOD MORTAR 2

DOOR SETTING OUT - REFER TO PLANS

20

5

20

20

1:2

ARCHITRAVE BEYOND, WITH CUT FACE SEALED AT BASE TO PREVENT WATER INGRESS

TYP LOCATION OF CHANGE IN FLOOR FINISHES (REFER TO ROOM FINISH SCHEDULE)

10 TYP SEALANT

METAL DOOR JAMB & HEAD DETAIL

7

DETAIL PLAN OF TYP GYP BD PTN EDGE

15 VARIES - REFER TO 15 VARIES - REFER TO PARTITION TYPE SCHEDULE PARTITION TYPE SCHEDULE

65

T/FF

REFER TO DOOR SCHEDULE

TYPE SCHEDULE VARIESPARTITION - REFER TO

15

REFER TO PLAN FOR LEAF LOCATION

CLEAR OPENING

LEAF WIDTH - REFER TO DOOR SCHEDULE

12

MORTAR

Movenpick Hotel and Resort

GALV STL TRACK

KEYPLAN

RC STRUCTURE CMU

CMU / RC GYP BD SEALANT TO BACKER ROD, GALV STL/ ACOUSTIC TRACK FIRE TO SUIT PTN RATING

PARTITION TYPE SCHEDULE

GYP BD

VARIES - REFER TO

VARIES - REFER TO

PARTITION TYPE SCHEDULE

C

01

GALV STL STUD

CITY, STATE ZIP CODE>>

GALV STL PLASTER PLASTER - REFER TO CONTROL ROOM FINISH JOINT SCHEDULE

LEAF HEIGHT - REFER TO DOOR SCHEDULE

SEALANT CMU AND BACKER AND PACKING, ROD,SUB-FRAME FIRE / ACOUSTIC FIREPTN / ACOUSTIC TO MORTAR SUIT RATING TO MATCH PTN RATING GALV STL STUD

VARIES - REFER TO

METAL DOOR FRAME

SEALANT AND BACKER ROD, FIRE / ACOUSTIC TO SUIT PTN RATING

LEVEL FLOOR FINISH

PARTITION TYPE SCHEDULE

150 TYP FRAME

LE

REFER TO

FRAME ANCHOR

RC / CMU WALL

ADJUSTABLE ANCHOR, TYP ALTERNATING COURSES SEALANT, FIRE / ACOUSTIC TO PLASTER SUIT PTN -RATING REFER TO ROOM FINISH SCHEDULE COMPRESSIBLE JOINT FILLER / DROP SEAL WHERE FIRESTOPPING, TO SUIT PTN SPECIFIED SEALANT ACOUSTIC / FIRE RATING

DOOR FRAME BEYOND

SEALANT, FIRE / ACOUSTIC TO SUIT PTN RATING ACOUSTIC / SMOKE SEAL TO MEET SPECIFIED DOOR RATING

1

DETAIL SECTION OF TYP CMU BASE Copyright © 2015 Perkins+Will 1:5

<<PROJECT NAME PROJECT NAME>>

<<PROJECT ADDRESS CITY, STATE ZIP CODE>>

B RAINSCREEN - REF FACADE DETAILS

CONCRETE / STONE PAVER ON ADJUSTABLE PEDESTALS

RAINSCREEN INSUL - REF FACADE DETAILS

PAVER OVER DRAIN DIFFERENTIATED FROM ADJACENT PAVERS WITH SST INSERTS AT CORNERS

WPM-1 SST CLAMPING RING

TERMINATION BAR

FILTER FABRIC

PTD ALUM FLASHING

DETAILS

REF FACADE

INSUL-3, 120 MM THK

INSUL-3, 100 MM THK

FILTER FABRIC

GROUT FIRESTOP

T/SS

SERVICES PIPE

INSUL-3, 120 MM THK

T/SS CONCRETE TOPPING LAID TO FALL, MIN 50 MM THK

CONCRETE TOPPING LAID TO FALL, MIN 50 MM THK

DETAIL SECTION OF TYP SERVICES PIPE PENETRATION AT ROOF 1 : 10

6

DETAIL SECTION OF TYP ROOF EDGE DETAIL AT RAINSCREEN 1 : 10

ISSUE CHART

RC SLAB

RC SLAB

10

KEYPLAN

T/PAV

T/PAV

T/SS

<<CLIENT ADDRESS CITY, STATE ZIP CODE>>

WPM-2

WPM-2

GALV STL SLEEVE

<<CLIENT NAME CLIENT NAME>>

352

WPM-2

ABOVE PAV

T/PAV

ROOF DRAIN WITH MEMBRANE CLAMPING COLLAR

150 MIN OVERLAP

150

WPM-2 WITH PROTECTION SHEET

SEALANT

FIRESTOP

2

DETAIL SECTION OF TYP TERRACE FINISHES AND DRAIN 1 : 10

COPING AND FACADE - REF FACADE DETAILS MARK

PTD ALUM FLASHING

150 MIN

SST / PTD GALV STL SLEEVE WELDED TO BASE PLATE AGGREGATE BALLAST

INSUL-3, 100 MM THK JOINT SEALANT

AGGREGATE BALLAST T/PAV

T/SS

WPM-4

150 UNO ON

WPM PITCH POCKET

CERAMIC TILE ON MORTAR

T/SS

FOLDED GALV STL SHEET

FILTER FABRIC

SST / GALV STL BASE PLATE BOLT FIXED TO SLAB

INSUL-3, 120 MM THK

CONCRETE TOPPING LAID TO FALL, MIN 50 MM THK

9

1 : 10

3

Typical roofing and waterproofing details

5

DETAIL SECTION OF TYP ROOF PARAPET 1 : 10

2

T/SS

RC SLAB

RC UPSTAND

DETAIL SECTION OF TYP POST BASE ON ROOF

T/PAV

Drawn A

DATE

<<PROJECT NUMBER>> RK

Checked

VS

Approved

MT

TITLE

TYPICAL ROOFING AND WATERPROOFING DETAILS SHEET NUMBER

CONC-2

WPM-2

RC SLAB

FACADE DTL

WPM-2

250 MIN AT DRAIN

350 MAX /

T/PAV

ISSUE

Job Number

DRAIN WITH SST GRATING AND SLOTTED MEMBRANE CLAMPING COLLAR

SST / PTD GALV STL POST

1

DETAIL SECTION OF TYP BALCONY FINISHES AND DRAIN 1 : 10

1

A1/A32-91 Copyright © 2015 Perkins+Will

Close up view of the bridge

02 Location:

Vida Hotel and Serviced Apartments Serviced Apartments Serviced Apartments Lobby Hotel Hotel Lobby Podium

Bahrain

Program: Hospitality Client:

Eagle Hills

Work Stages:

Technical Design to IFC

GFA:

32,000 sq.m.

The Vida Hotel and Serviced Apartments is part of the Marassi Al Bahrain master plan located in a reclaimed island North-East of Bahrain.

The hotel was designed and submitted for tender in 2017, then went on hold due to the clientâ&#x20AC;&#x2122;s budget. The client appointed a new lead consultant to conduct a VE exercise, and the project was picked up again in 2018 with a new team. We were appointed under the lead consultant to implement the VE items and recoordinate the drawing package with the new consultants.

Upon its return, I led a team of four through the resubmission of the Technical Design and Construction stages. I was dealing directly with the project managers, who are the lead consultants on the project, as well as being the point of contact for the engineering team and all other subconsultants. This project has brought many new challenges for me that have taught me how to manage a team, delegate work, and deal with the wider project team.

City Views

Partial Sea Views

Primary Sea Views

Partial Sea Views

Programmatic Diagrams

Visual, pool view

Visual, view from beach

VSA

VSB

VSC

VSD

VSE

VSF

VSG

VSH

VSI

VSJ

VSK

VSL

VSM

VSN

VSO

VSA

VSC

VSB

VSD

VSE

VSF

VSG

VSH

VSI

VSJ

VSK

VSL

VSM

VSN

VSO

119000 9200

7950

8500

8500

8500

8500

8500

8500

8500

8500

8500

8500

8500

8500

---

VS1

VS1 6900

7201

UP DN ST.ACCESS

VS2

VS2

MEP SPACE

FHC

5.50

DN

SERVICE LOBBY ELEC. RM

UP

VS3

FEC

FHC

STAIR 03

LIFT LOBBY

10900

STAIR 04

UP

FHC FHC

6900

FEC

FHC

FTR

SERVICE LOBBY

FEMALE TOILETS

VS4

VS3

5.50

FCC

VS4

FM CLOSET SA-G-009

8000

JANITOR MALE TOILETS

BOH CONCIERGE STORE

V1

V1 BAGGAGE SCREENING

8500

BAGGAGE SCREENING

METAL DETECTION ARCHWAY

CONNECTION TO MALL

-

METAL DETECTION ARCHWAY

5.50

V2

V2 8470

FHC

FEMALE TOILETS

FEMALE PRAYER ROOM

V3

V3 DN CORRIDOR

8500

V4

BOH FRONT OFFICE & COMMUNICATIONS

BAGGAGE SCREENING

CORRIDOR FEC 01 SEPARATE LUGGAGE SCANNING

BOH LUGGAGE STORE

---

V5

SE-VH-02

SERVICE LOBBY

V6

SE-VH-03

---

FRONT DESK

CONCIERGE

FHC

5.50

LIFT LOBBY

METAL DETECTION ARCHWAY

5.50

FHC BAGGAGE SCREENING

V7

FHC

5100

V7

PANTRY

JANITOR SERVICE CORRIDOR

FHC

STAIR-02

MALE TOILETS

V6

MALE TOILETS

FHC

115470

FEMALE TOILETS

V5

8500

FHC

DN MALE ABLUTION ROOM

MALE PRAYER ROOM

HOTEL CORRIDOR

8500

SHOPPING MALL

8500

V4

FTR

V7A

3400

V7A SERVICE LOBBY

V8 STAIR 01

V8

DN

8500

UP

V9 8500

V9 3rd PARTY F&B

5.50

V10

6300

V10

V11

V11

-

VA

VB

VC

VD

VE

VF

VG

VH

VI

VJ

DN

---

4900

VA

5000

VB

5000

VC

5000

VD

6100

VE

5325 56925

VF

6100

VG

6500

VH

6500

VI

6500

VJ

4TH FLOOR PRESENTATION

VK

Ground Level Plan

Typical Level Plan

D FLOOR PLAN PRESENTATION

V11

V10

6300

V8

V9

8500

V7A

8500

3400

V7

5100

V6

8500

V5

8500

V4

8500

V3

8500

V2

8470

V1

8500

VS4

8000

VS3

6900

VS2

10900

VS1

6900

T/PARAPET 47.440 ROOF FFL 45.915 9TH FLOOR FFL 42.370 8TH FLOOR FFL 38.825 7TH FLOOR FFL 35.280 6TH FLOOR FFL 31.735 5TH FLOOR FFL 28.190 4TH FLOOR FFL 24.645 3RD FLOOR FFL 21.100 2ND FLOOR FFL 17.555 MEP FLOOR FFL 15.620 1ST-A FLOOR FFL 14.010 1ST FLOOR FFL 10.465 GROUND FFL 5.500

Building Elevation V11

V10

V8

V9

V7A

V7

V6

V5

V4

V3

V2

V1

VS4

VS3

VS2

VS1

115470 6300

8500

8500

3400

5100

8500

8500

8500

8500

8470

8500

8000

6900

10900

6900

3545 1525

T/PARAPET 47.440 ROOF FFL 45.915

3545

9TH FLOOR FFL 42.370

3545

8TH FLOOR FFL 38.825

3545

7TH FLOOR FFL 35.280

2600

3545 16101935 3545

4TH FLOOR FFL 24.645 3RD FLOOR FFL 21.100 2ND FLOOR FFL 17.555 MEP FLOOR FFL 15.620 1ST-A FLOOR FFL 14.010 1ST FLOOR FFL 10.465

900 3500

4965

MALL

5TH FLOOR FFL 28.190

46340

3545

3545

3545

6TH FLOOR FFL 31.735

TATION

Building Section

GROUND FFL 5.500 BASEMENT FFL 2.000 LOADING DOCK FFL 1.100

VK

03 Location:

Address Hotel and Serviced Apartments

Bahrain

Program: Hospitality Client:

Eagle Hills

Work Stages:

Technical Design to IFC

GFA:

37,500 sq.m.

The Address Hotel and Serviced Apartments is part of the Marassi Al Bahrain master plan located in a reclaimed island North-East of Bahrain.

The hotel was designed and schematic design was submitted in 2017, then went on hold due to the client’s budget. The client appointed a new lead consultant to conduct a VE exercise, and the project was picked up again in 2018 with a new team. We were appointed under the lead consultant to implement the VE items and re-coordinate the drawing package with the new consultants.

I joined the project team during submission stages when they needed additional help. I mainly helped with the coordination and managing the team during submission times, and provided input for QAQC prior to final submissions of the documentation. My experience dealing with the same client on the Vida Hotel project gave me better insight into their requirements and expectations, which I was able to transfer to the team for this project.

Formation Diagrams

Visual, pool view

Visual, view from beach

Upper Ground Level Plan

Building Elevation

Building Section

Typical Level Plan

04 Location:

Marassi Civic Centre

Egypt

Program: Commercial & Retail Client:

Emaar Misr

Work Stages: Concept-Schematic Design GFA:

1. Mass cut out to create a plaza

2. Masses split to create entries

3. Essential shifts/rotations enhance the spatial experience

4. Upper square mass frames plaza from above and unifies the project

7,900 sq.m.

Marassi is a Mediterranean Marine & Golf resort covering more than 6.4 million square metres. The site is facing the Mediterranean Sea on the northern side. The project is an existing development nestled along the Mediterranean north coast of Egypt.

The Marassi development is a destination resort that offers a variety of exclusive communities, a beach resort and a town centre. The Civic Centre is located on the south-eastern corner of the development, and will comprise of approximately 7,900 square metres of offices, retail space, F&B outlets, a medical centre and a cinema.

Section through the plaza

I joined the project for a short period during the Concept Design stage to help capture client comments into the design before resubmitting the Concept Design report. I was responsible for implementing the clientâ&#x20AC;&#x2122;s comments into the Revit mode, and updating the master plan and landscape diagrams to reflect the changes.

I also aided in producing floor plans and building sections for the Concept Design report.

I am currently developing the schematic design to incorporate all MEP and structural requirements, while maintaining the clientâ&#x20AC;&#x2122;s vision for the project.

Illustrative master plan

Ground level diagram

First level diagram

View of the plaza

View of the drop off area

Aerial view of the civic centre

05 Location:

Chedi Hotel Ras Al Hadd

Ras al Hadd DOUBLE

Program: Hospitality

TREATMENT ROOM

Client:

Diar Ras al Hadd

Work Stages:

Schematic Design

GFA:

1,970,000 sq.m.

The Diar Ras Al Hadd Development Company commissioned Dar Al Handasah (Dar), with the support of Perkins and Will as lead designers, to provide design and supervision services for the Ras Al Hadd Beach Resort in Oman.

The master plan was initially designed by Godwin Austen Johnson architects (GAJ) in July 2013. The project was to be developed in two phases: Phase 1 for standalone high-end residential villas, and Phase 2 for branded villas, a 5* hotel and spa, a beach club and a dive centre.

SINGLE

SINGLE

TREATMENT

TREATMENT

RELAXING ROOM

RECEPTION

Additionally, I worked closely with the in-house landscape team. The topography on the site was quite challenging, so a lot of thought had to go into the levels and how each component sat on the site.

MEP

MALE AREA BOH

deck pool

Floor plan of the spa

I joined the team at the start of the Schematic Design stage. At that time, design studies were still being developed for the faรงade, and I was in charge of building the the design options in revit.

I rejoined the team at the end of the Schematic Design stage. I took over responsibility for the villa, spa, specialty restaurant, and beach club, and coordinated directly with the lead consultant. I also developed the revit models for all four buildings in preparation for the SD submission.

MULTIPURPOSE FEMALE AREA

Building sections of the spa

View of the spa pool

DRY GYM

POOL

POOL RESTAURANT

POOL DECK

MEP KITCHEN CHANGING ROOMS

Ground level floor plan of the villa

Building section of the villa

View of the beach club

View of the hotel

Aerial view of the master plan

Gensler

Competition: Winning Entry of Tower on Sheikh Zayed Road, Gensler

port

The Canyon

01

06

The Canyon

Al Mubarak Canyon Key Plan

01 Rock bed Kuwait

05 Sun penetration

Program: Commercial Client:

Hessa Al Mubarak

Work Stages:

The rock bed erodes, and negative space Concept Design starts to form

GFA:

33,000 sq.m.

02 Wind erosion

Clinics

Vegetation grows in areas where sunlight can reach. Down the canyon, lack of light and the energy of the floor water prevents the establishment of vegetation

06 Architecture The canyon creates a narrow exciting space, which periodically opens up into green spaces.

The canyon is smoothed towards its interior and maintains a rough exterior presence.

Labs Parking Pharmacy

Location:

02

03 Rainfall

The concept of the business 05 Sun district developed intopenetration a Vegetation grows in areas where sunlight can reach.

Down the canyon, lack of light Canyon form, with the close and the energy of the floor water prevents establishment of vegetation proximity of the the buildings and a pedestrian link connecting the two edges. The design built around the idea 06 of Architecture the canyon, The canyon creates a narrow exciting which periodically opens up into with a hard face space, to the exterior, green spaces.

The canyon is smoothed towards its and a softer, more fluid interior and maintainsfacade a rough exterior presence. treatment inside the canyon.

The ground level resembled the bed of the canyon, with sloped 07 The Canyon glazing to provide a larger The canyon has formed.

Human Activities Erosion pedestrian path in some areas.

07 The Canyon The canyon has formed.

0

2.5

Offices Offices

Parking

Commercial

35

Elevation 02 - Offices

Sections Gensler | Hessah Al Mubarak Master Plan - Package 3 Competition | Design Report

Human Activities Erosion

The architecture, interior Enviroment Human Activities Erosion Influence design, as well as the Human Enviroment Influence Erosion landscape was all inspiredEnviroment

by Influence 01 Environmental influence the formation of canyons.

The concept still followed through in the shading strategy and Human Immigration engineering.

City Transportation Circulation System Open Space System City Transportation Circulation System Open Space System City Transportation Circulation System Open Space System City transportation Circulation systems Open space systems

View of the connections

Vehicle Access -Parking Pedestrian Access

Humanmigration Immigration 02 Human Vehicle Access -Parking

I led a team of 5 interns and Human Immigration juniors on this competition. I took more of a management role, delegating work and ensuring the design and 03 Community activities Community Activities the production was done toCommunity Activities the highest quality. I was Community Activities also involved in preparing the technical proposal for the client, including putting together the fee. Additionally, I was invited to Kuwait to present Concept and formation diagrams the final design to the client.

Vehicular access Pedestrian Access Parking access Pedestrian access Vehicle Access -Parking

35

Pedestrian routes Pedestrian route Gathering spaces Gathering space Respite areas

Respite area Pedestrian route Gathering space Respite area Pedestrian route Gathering space Respite area

Gensler | Hessah Al Mubarak Master Plan - Package 3 Competition | Design Report

2.5

108

Gensler | Hessah Al Mubarak Master Plan - Package 3 Competition | Design Report

Pedestrian Access

0

Key Plan

Professional

Gensler was asked tocreatessubmit Rainfall a meandering river through the rock a proposal for the business district of the Hessa Al Mubarak master plan in Kuwait. The Business District 04 Water erosion comprises of 3 clinic plots, and Flood water erodes depression in the rock. Water collects in these depressions 7 office plots. Additionally, it creating pools includes municipality owned parking and parks.

Elevation 01 - Clinics

Aerial View of the Canyon 37

The Landscape

medical Hub

Respite Plaza

Offices

Offices

Community Facilities

Offices

Section 01 through the canyon

01

Illustrative master Plan at Ground Level

0

10

25

75m

Overall master plan and site section Gensler | Hessah Al Mubarak Master Plan - Package 3 Competition | Design Report

View of the Canyon

59

Tower on 07 Tower on Sheikh Zayed Road Sheikh Zayed Road Location:

Dubai Hotel accommodation

Program: Hospitality Infinity Pool

Client:

Confidential

Work Stages:

Concept Design

GFA:

40,000 sq.m.

Level 51: Penthouse Level 50: Chairmanâ&#x20AC;&#x2122;s Office Level 49: Marya Offices Signature Restaurant Sky Bar Kitchen Services

Level 45: Sky Restaurant & Bar

Hotel lobby Hotel amenities Branded apartments Serviced apartments Services Penthouse Offices

Ground lobbies

The proposal for this competition delivers a vibrant iconic tower which raises the quality of the existing prominent skyline of Sheikh Zayed Road.

The flexible arrangement of the Tower recognises and responds to the different aspects of the coastal and city views. The beacon at the peak of the tower contains both the offices and the Chairmanâ&#x20AC;&#x2122;s penthouse. This crown, set within the dramatic fins, responds to the aspirations of the company.

5. Hotel Lobby Restaurant Hotel Lobby Kitchen Services Gym Spa Pool deck

Levels 27-42: Hotel

4. Hotel + hotel

Accommodation

3. Hotel + branded apartments 2. Serviced apartments + hotel

Level 24: Hotel Lobby

1. Hotel + serviced apartments Level 19: Hotel Amenities

Formation Diagrams

Services

The building design is inherently flexible, and can accommodate a wide variety of hospitality and residential arrangements.

Levels 1-16: Serviced Apartments Bridge

I led a small team of two people during the design and submission of the competition.

I was actively involved in all aspects of the design, both in 3d and in terms of planning.

The project was my chance to apply everything I have learnt from the past three years at Gensler into one coherent proposal, and gave me the opportunity to be in a leading role within the team as well as being the point of contact with our sub-consultants and visualisers.

Ground floor lobbies

Sectional Diagram

View of the drop off

Level 55: Penthouse

Level 49: offices

Typical hotel level

Level 24: Hotel lobby

Typical serviced apartments

Ground floor lobbies

Aerial view of the Tower on Sheikh Zayed Road

08 Location:

Abu Dhabi

Program:

Commercial HQ

Client:

EIA

Work Stages:

Concept Design

GFA:

27,000 sq.m.

EIA was looking to build a holistic community that will house their headquarters, as well as become a home to potential future subsidiaries.

The design of the building was inherently flexible, where the same floor plate could be used for a single tenant, double tenancy, or quadruple tenancy.

Emirates Investment Authority HQ

Formation diagrams

While the building uses passive techniques for shading, the facade also plays a part in protecting it from the challenging environmental conditions of the site. Stone louvres sit on top of the glass curtain wall as a prudent response to the harsh summer sun. Built into the design of the facade are cut-outs that act as sky gardens for the offices.

This allows natural daylight into the deep floor plate and act as collaboration spaces. The fins covering the sky gardens highlight the nature of the space beyond, by changing from stone to back-lit recycled glass fins for a dynamic animation of the exterior skin.

I led this competition along with one colleague. Together, we worked on all aspects of the planning of the building, the design, and the presentation.

We also collaborated with the Interior Design team to provide the client with many flexible options of using the floorplate.

We also worked closely with visualisers to provide high quality images for the client.

Typical floor plans showing different tenancy options

Close up view of the sky garden

Visual showing the treatment of the fins at night

Aerial view looking towards the mangroves

Executive Office level

Formation Diagrams Offices

Offices

09

Deluxe Hotel 4 Star Hotel Residential DIAGRAM 1

Location:

ICD District

Deluxe Hotel 4 Star Hotel Residential DIAGRAM 3

DIAGRAM 2

DIAGRAM 4

Dubai

VIEWS

Program: Mixed-use Client: Work Stages:

PREVAI WIN

ICD Formation Diagrams

Concept Design

Formation Diagram

Deluxe Hotel

4 Star Hotel GFA:

WORLD TRADE CENTER

Offices

Offices

Deluxe Hotel 4 Star Hotel

200,000 sq.m.

Residential

Residential • Programme allocated on site as separate volumes DIAGRAM 3

• Combining uses to reduce density and create a landmark DIAGRAM 4 • Reduced footprint

• 3 Towers DIAGRAM 5 • Landmark at corner

•

Change Footprint to views for:

1. Sheikh Zayed Road

ICD was looking to build an iconic structure for its future headquarters. The project program includes 50,000 sq.m of office space +/- 5,000 sq.m of serviced offices, 400 keys for a 4 star hotel, 200 keys for a deluxe hotel, 80,000 sq.m 3of Towers residential apartments, Landmark at corner and 10,000 sq.m of retail and community facilities. The total GFA of the project will be around 200,000 sq.m.

Towers / Gate Buildi

© 2013 ICD District - December 2013

• •

2. Downtown / Burj Kh

VIEWS

3. Bur Dubai / Deira

ZABEEL PARK

PREVAILING WIND

WORLD TRADE CENTER

ICD Headquarters & Offices Serviced Offices Deluxe Hotel 4 Star Hotel Residential apartments Retail / community facilities

DWTC EXHIBITION CENTER • Change Footprint to triangles to enhance Formation diagrams• views for:

•

GRAND TOTA

Breaking up the masses by program to create Sky gardens and hotel lobbies.

Highlight 2 links:

1. Sheikh Zayed Road / World Trade Center

1. Link to DWTC + Exhibition Center

2. Downtown / Burj Khalifa / Emirates

2. Link to Zabeel Park for Residents.

NOTE: 1. GFA (Gross Floor Area): o excludes external balconies 2. GLA (Gross Leasable Area

Towers / Gate Building © 2013 ICD District - December 2013

3. Bur Dubai / Deira © 2013 ICD District - December 2013

BUA 1. BUA (Built Up Area): includ

Parking Basement 1 Basement 2 Basement 3

Given the short time frame of the competition, I had many roles in the project that started with a programme test fit on the site. The formation exercise led to a minimum density and footprint coverage with maximum open space hence the three towers. I built the digital model of the scheme which led to the production of the renderings, several physical models, and all the drawings required for the submission.

The facade was built using grasshopper to control the size of the triangles according to floor to floor heights and material thicknesses.

TOTAL PARKING A

PROVIDED PARKING Number of parking spaces Number of parking spaces Number of parking spaces TOTAL NUMBER OF BASEMEN PARKING SPACES ON GRAD TOTAL NUMBER OF CAR PAR

Additionally, I aided in the production of the floor plans and relevant facade diagrams showing the treatment of the facade per use. I was also involved in putting together the final design report submission.

Aerial View

ICD Headquarters & Offices Flexible Workplace

EFFICIENCY : 76%

•

LANDMARK

•

STRONG IMAGE

•

ARABIC PATTERN

•

MASHRABIYA FACADE

•

PRECAST CONCRETE

CELLULAR OFFICES

OPEN PLAN OFFICES

12 METERS

N

•

LANDMARK

•

STRONG IMAGE

•

ARABIC PATTERN

•

MASHRABIYA FACADE

•

PRECAST CONCRETE

Scale 1:250 0 1 2

5

10 m

© 2013 ICD District - December 2013

Deluxe Hotel Typical Floor Plan

EFFICIENCY : 71%

World Trade Centre facade

Facade model in progress built using grasshopper

Close up of ICD’s facade

Close up of facade model, built using grasshopper ICD & Offices ICDHeadquarters Headquarters &

ICD Headquarters & Offices Facade Design

Close up of facade and sky garden

Offices

© 2013 ICD District - De

© 2013 ICD District - December 2013

Flexible Workplace Facade Design

ICD

EFFICIENCY : 76%

CELLULAR OFFICES

4.5 METERS

OPEN PLAN OFFICES

ATRIUM

12 METERS

4.5 METERS

4.5 METERS

N

Scale 1:250 0 1 2

5

10 m

N

4.5 METERS

Scale 1:250 0 1 2

5

10 m

© 2013 ICD District - December 2013

4 Star Hotel

4.5 METERS

© 2013 ICD District - December 2013

Deluxe HotelTypical Floor Plan Typical Floor Plan

EFFICIENCY : 73% EFFICIENCY : 71%

Elevation Office Towers

Section

Section Scale 1:75

Scale 1:75

4.5 METERS

Facade Corporate Deluxe Hotel & treatment: 4 Star Hotel © 2013 ICD District - December 2013

Facade Design

Deluxe Hotel

ATRIUM

ATRIUM

Section

Elevation Office Towers

Section

N

4.5 METERS

Scale 1:75

Scale 1:75

© 2013 ICD District - December 2013

High-rise Living ICD Headquarters & Corporate Offices

Scale 1:250 0 1 2

5

Facade Design

10 m

© 2013 ICD District - December 2013

4 Star Hotel

Typical Floor Plan

4.5 METERS

EFFICIENCY : 73%

N

Scale 1:250 0 1 2

5

10 m

© 2013 ICD District - December 2013

High-rise Living

Typical Floor Plan

4.5 METERS

EFFICIENCY : 75%

3.5 METERS

BALCONY ATRIUM

Elevation Hotel Towers

BA

3-BED

LC BA

LC

LC

BA

ON

Y

Y

STUDIO

10 m

© 2013 ICD District - December 2013

LC

1-BED

High-rise Living

Y

ON

BA

3.5 METERS

ON

5

Scale 1:75

Facade treatment: Hospitality

BA

1-BED Scale 1:250 0 1 2

Section

ICD District - December 2013

Facade Design

Y

ON

Y

ON

LC

N

Section

Scale 1:75

High-rise Living © 2013

Typical Floor Plan

STUDIO

EFFICIENCY : 75%

3.5 METERS

BALCONY

2-BED

BA

Y

1-BED

BALCONY

3.5 METERS

LC

ON

BA

1-BED

LC

Scale 1:250

Section

Elevation Residential Towers

10 m

Section Scale 1:75

Scale 1:75

2-BED 1-BED

1-BED

ON

2-BED

High-Rise Living & Hospitality © 2013 ICD District - December 2013

3.5 METERS

Y

ON

LC

BA

ypical Floor Plans

Y

© 2013 ICD District - December 2013

LC

5

STUDIO

BA

0 1 2

Y

N

BA

ON

Y

STUDIO

Y

ON

BALCONY

LC BA

BA

NY

LC

Y

ON

CO

ON

1-BED

LC

LC

BA

L BA

1-BED

ON

Y

3.5 METERS 3-BED

2-BED

BALCONY

N

BALCONY

Scale 1:250 0 1 2

5

10 m

© 2013 ICD District - December 2013

Elevation Residential Towers

Section

Scale 1:75

Typical floor plans

Facade treatment: Residential © 2013 ICD District - December 2013

Section Scale 1:75

Ground Floor Plan

10 Location:

The Avenues Bahrain / Phase 1 and Phase 2 Key

Leasable Area

Services & BOH

Parking (Indicative)

Manama

Program: Retail Client:

Al Retaj Holding

Work Stages: Developed Design /Concept Design GFA: 35,000 sq.m. /29,500 sq.m.

The first phase of this project was a concept master plan for the bay area in Bahrain.

The development created a modern marina and waterside district with the vision to create a vibrant, high quality leisure and retail destination that strengthens the area. The development also includes a landscaped park along the waterfront. The second phase of the project is a continuity to the first phase, ensuring a seamless design that intends to connect the city with the water by providing a new waterfront public park destination for both city and community. In both phases, the development is divided into districts, each with its own unique character, expressed through land use, plan form, architecture, and landscape.

Phase 2: Ground level plan 30

King Faisal Highway Corniche Development - Phase 2 Concept Master Plan

Phases 1 & 2: Master plan

I joined the concept design stage of phase 1 where I developed a few options for the client. I rejoined the project for phase 1 when it was in the design development phase and I was in charge of designing and coordinating all the internal elevations of the units.

I was involved in the phase 2 master plan from the beginning where I was part of the team that developed several options for the expansion. Once an option was chosen, I helped develop the plans and 3d models that were used for the client presentation.

Aerial View of Phases 1 and 2

0

25

50

100

150 m

Phase 2: Internal visuals of The Forum and The Grand Avenue

PROJECT PROJECTNU NU

2014888 2014888 PROJECT PROJECT

Phase 1: Internal facade styles - Bahraini, European, Contemporary

KING KINGFAIS FAI CORNICH CORNICH CLIENT CLIENT

+14050 +14050

+14050 +14050

+14050 +14050

LEAD LEADCONSU CONSU

 

GL-65 GL-65 MT-17 MT-17

JUFFAIR JUFFAIROFFICE OFFIC

http:///www.m http:///www

LICE LI

MT-57 MT-57

THI T MOHAMED MOHAMED SALA SA IT IT SHALL SHALL NOT NOT BEBE CO

DESIGN DESIGNARCH ARC LANDSCAPE LANDSCAPEA

GL-01 GL-01 MT-17 MT-17

COST COSTMANAG MANAG

MT-57 MT-57

PROJECT NU +3750 +3750

2014888

+3750 +3750

MT-17 MT-17

PROJECT

GL-01 GL-01

SECTION SECTIONB: B:

05 05

1:50 1:50

SECTION SECTIONA: A:

04 04

1:50 1:50

No. No. Date Date KING FAI CORNICH

ELEVATION: ELEVATION:

03 03

1:50 1:50

+14050

CLIENT

+14050

+14050

LEAD CONSU

RE-43



GRG-11 RE-43

GL-65

JUFFAIR OFFIC

GRP-11

http:///www

GRP-11

LI

T MOHAMED SA IT SHALL NOT BE

GRG-11

DESIGN ARC LANDSCAPE

RE-43

UPPER UPPERLEVEL: LEVEL:

02 02

1:50 1:50

WD-02 GL-01 GRG-11

COST MANAG

GRP-11

+3750

+3750

No.

SECTION B: 1:50

05

SECTION A:

04

1:50

ELEVATION:

03

1:50

Date

PROJECT PROJECT NO NO CAD CADFILE FILE DATE DATE

Phase 1: Internal Elevations

SCALE SCALE

SHEET SHEETTITLE TITLE

GROUND GROUNDLEVEL: LEVEL: 1:50 1:50

01 01

SHEET SHEETNUMB NUM

Architectural Association

AA Summer Pavilion 2009: Driftwood

11 Location:

New York

Program:

Comrporate HQ

Client:

Amazon

The Corporate Domain: amazon.com

The ‘city within a city’ concept

The project thesis deals with an issue that we are facing now more than ever - that of the virtual world taking over. This is not only starting to affect the physical manifestation of existing modern corporations, but it is also redefining the physicality of corporations that still only exist in the virtual world. The argument is as follows.

1. Corporate ratios: As a digital company, the need for office space is not as imperative to that of a typical corporation.

2. Resources: This project is concerned with how this type of corporation could develop a “give and take” relationship with its neighbors, using its resources while also allowing it to use Amazon’s resources.

3. Localism: By placing Amazon in Manhattan and giving it a local footprint in a highly culture and knowledge based neighborhood.

The project reverses the general model of a corporate structure by minimizing the footprint of corporate spaces while creating a platform for people to physically interact with the corporation. This interaction is further enhanced by the transparencies of its facades, giving the spaces some sort of hierarchy in terms of accessibility.

Axis 01 - The East River Axis 02 - The United Nations Headquarters Axis 03 - Midtown Manhattan

Organisation of spaces and their directionality react to 3 axes within the site

Lower Ground Level

Ground Level

Corporate Level Degrees of transparency, both physically and metaphorically, at each level

Starting with four basic architectural â&#x20AC;&#x153;framesâ&#x20AC;?, several unit modules come together to form the building.

Opaque, private spaces

Ground level floor plan

Translucent, semi-private spaces

Corporate level floor plan

Transparent, public spaces

12 Location:

AA Summer Pavilion 2009

London

Program: Pavilion Client:

AA School

1. Controlling Chaos This was one of the concept ideas submitted for the first stage of the pavilion competition, and was one of three winners.

2. De-Lamina Pavilion This pavilion was designed based on the idea of controlling chaos. The design was based on bundles of plywood strips that are attached at certain areas of the site and organized in a controlled way that allows the strips to fall to the ground and create different spaces.

The organisation of these bundles is where the control lies, however the chaos is interpreted as being the final result as it includes a degree of randomness that is only understood after construction starts.

Controlling Chaos - winning concept board

3. Driftwood Pavilion As the final winner of the competition, the pavilion was designed and built by a group of 12 students. Driftwood was made up of a timber box beam with diaphragms that are attached to the form in order to hold the sculptural plywood pieces.

De-Lamina Pavilion

I acted as the project manager within the team, and had to keep track of our progress to ensure that construction was going on as planned.

After the pavilion was built in Bedford Square, it was later sold to a client and had to be transported to the South of France to be reconstructed in a private residence.

Initial concept sketches for Driftwood Pavilion

Construction photos

Reconstructed Driftwood Pavilion in Tourbes, France

Movenpick Hotel, Perkins and Will