Haitham Anwer - Architect's Portfolio by Haitham Anwer

HAITHAM ANWER PROFESSIONAL PORTFOLIO

PORTFOLIO CONTENT PROFESSIONAL RÉSUMÉ A/ PROFESSIONAL PROJECTS

INTRODUCTION

1. CREEK PARK PROJECT 2. DOWNTOWN GRANDE 3. KEMPINSKI HOTEL 4. ADDRESS RAK BY EMAAR 5. HARBOUR GATE 6. CREEK HORIZON

B/ OTHER PROEJCTS 1. NEST - AL JADA

2. SARAB COMMUNITY - AL JADA

HAITHAM ANWER Bachelor of Architectural Engineering University of Sharjah 2012 - 2017

PERSONAL BRIEF

SOFTWARE EXPERIENCE

Haitham is a versatile architect with a focus on architectural design, engineering, and business development. With over 5 years of experience working for both international and local consultants and developers, he has a holistic understanding of the design process including inception, concept development, construction drawings, and coordination with all key stakeholders. Haitham is a key member of the architectural team responsible for design and production, as well as leading the BIM transformation effort. As a passionate architect, Haitham aims at bringing innovation to daily activities by utilizing the latest cuttingedge technologies and software, optimizing processes, and strengthening the visions and objectives throughout the work stages. He is a self-starter team player with a strong commitment to personal and career development. While being a certified Autodesk professional, Haitham is currently on the path to gaining the RIBA accreditation and LEED certification. 00971-509422066

Haitham.anwar12@gmail.com

AutoCAD

Revit

SketchUp

3Ds Max

InDesign

Photoshop

Illustrator

Premiere

Lumion

Dynamo

NavisWorks

MS Oﬃce

Flow Design

SonyVegas Studio

LinkedIn – Haitham Anwer

HAITHAM ANWER Bachelor of Architectural Engineering University of Sharjah 2012 - 2017

WORK EXPERIENCE Architect QHC Architects & Engineers February 2021 – Present Member of the architectural design team, involved in all design stages, and Responsible for the BIM Implementation in the office.

Junior Architect Arcadia Engineering Middle East May 2018 – August 2018 3-months temporary contract as part of the design team responsible for the eraly stages of design starting from site analysis to concept design.

Architect HMK Engineering Consultants August 2019 – January 2021 Member of the Architectural Design Team responsible for the Design, Supervision, and coordination of multiple villas in Ras Al Khaimah.

Junior Architect SSH international Consultants September 2017 – April 2018 Involved in all stages of design starting from concept design till preparing construction drawing and Site

Architect HOK February 2019 – May 2019 4-Months temporary contract. part of the design team responsible for the design of the Kempinski hotel in King Abdul Aziz Development in Mecca, KSA. responsibilities include, design and planning, 3D Modelling (BIM), and Coordination with Subconsultants and Lead Consultant.

Intern Architect SSH international Consultants july 2017 – august 2017 working mainly on a hospitality project in Ras al-Khaimah, UAE. Responsibilities includes Architectural Concept design. Preparing Detailed Drawings. performing Site inspections/Supervision. Client Coordination Meetings.

Inspections.

HAITHAM ANWER Bachelor of Architectural Engineering University of Sharjah 2012 - 2017

COMPETITIONS • • • •

Lumion Visualizations Competition 2014 (Top 200) Autodesk University Extension Competition (2014) Autodesk University Extension Competition (2015) Lacasa Student Design Competition 2015

TYPICAL TASKS & RESPONSIBILITIES: •

Architectural Design

•

Planning & Modelling (CAD & BIM)

•

Sub-Consultants and Contractors coordination

•

Preparing Construction Documents/Shop Drawings

•

Preparing & Performing Presentations

•

Performing Site visits, site inspections, and Submittals Review

CERTIFICATES & COURSES: • Autodesk Certified Professional: Revit Architecture • Cities and the Challenge of Sustainable Development Edx - SDG Academy • LEED GA

(In Progress)

• RIBA MEAP Access course

(In Progress)

PROFESSIONAL PROJECTS

MASTER PLANNING

CREEK PARK PROJECT Location: Creek Harbour, Dubai (UAE) Client: EMAAR Developments Company: SSH International Consultants Status: Ongoing Design Responsibilities: working directly with the Principle architect in: • Preparation of Concept design • Master planning • Planning & Modelling • Coordination with sub-consultants

MASTERPLAN LAYOUT

Masterplan Phasing

Ownership Diagrams

Product Types

MASTERPLAN ANALYSIS

MASSING AND PLANNING STRATEGIES

Proposed Massing • Organically varying mass kept at a reduced height helps to create a more harmonious and gentle places / spaces. • Massing must not be evenly distributed which could create a bland

Urban Design Strategy

Courtyard Strategy

Plaza Strategy

Waterfront

development overall. • Rear ‘wall’ is eliminated.

HIGH TOWER HIGH

LOW

Massing and Wind Strategy

Pool Strategy

Pedestrian Walkways

Private Courtyard Distribution & Scale

Primary Community Footfall

Existing Masterplan Analysis

Existing Masterplan Analysis • Private courtyards evenly distributed. • Vary in scale and shape.

• 2 primary routes navigate the development East to West. • Limited direct access to the waterfront especially the East zone. • Minimal connection with semi public green spaces. • Both routes are severely disrupted by the 10:30.

Route A

Route B

Primary Community Footfall

Private Courtyards

Secondary Community Footfall

Promenade and Promenade Access

Existing Masterplan Analysis

Existing Masterplan Analysis • Creates a secondary level of connection through the development.

Too Deep

• F&B Retail Promenade oversized / too deep in some areas. • Promenade is well connected to both

• Gives further connection to the waterfront.

the primary public and community circulation corridors. Type 3

• Creates a different level / sense of space by moving through more constrained and less inhabited

Type 2

spaces. Too Deep

Too Deep

• Gives major opportunity to create a water taxi / Abra station connect with other DWC locations as well the DCI development. • F&B / Retail opportunities are spread

Type 1

thinly across the entire promenade - these should be positioned at key moments / intersections. • Opportunity to create an exemplary moment for children / young families below the Calatrava bridge at the pivot of the East and West Waterfront. • Creates, through the different character of the approach routes, 3no types of promenade connection. 1. Collect and move 2. Guide and Meander 3. Entice and hold.

PHASE 1A PLAN

SECTION BB

Secondary Community Footfall

Promenade and Access

PROJECT TYPICAL PLANS

TYPE A1

PROJECT TYPICAL PLANS

TYPE A2

RESIDENTIAL

DOWNTOWN GRANDE Location: Mohd. Bin Rashid Boulevard, Dubai (UAE) Client: EMAAR Developments Company: SSH International Consultants Status: Ongoing Design/Under Construction Responsibilities: working directly with the principle architect in • Preparation of Concept design • planning & Modelling • Facade design • Coordination with sub-consultants

M8.3

NWORC

EMIRP :3 REIT

EMIRP :2 REIT

DRADNATS :1 REIT

MUIDOP

NOITCES CITAMMARGAID

M8.3

Floorplate Development

plate Development Floorplate Development plate Development M8.3

DIAM

RETSAM MOORDEB

GNIVIL MW

ECNARTNE

TNO TFAHS

EGAROTS

TFAHS

REWOHS

332 TINU 1C-DEB2-TPA

ECNARTNE

TFAHS

TFAHS TNO

MW/TH

TFAHS

MW/TH

REWOHS

TNO

1 MOORHTAB

REWOHS

MW/TH REWOHS TFAHS

2 MOORHTAB

NEHCTIK

SAG RESIR

TFAHS

SAG RESIR

REWOHS

432 TINU A-DEB2-TPA

GNISSERD AERA

GNIVIL

TELIOT 2 MOORHTAB

1 MOORDEB

ECNARTNE

NEHCTIK

REWOHS

SAG RESIR

REWOHS

2 MOORHTAB

REWOHS

TELIOT BD

TNO

MW/TH

8.5M

AERA GNINID GNISSERD AERA 2 MOORHTAB

632 TINU B-DEB2-TPA

AERA GNINID

GNISSERD AERA

732 TINU G-DEB2-TPA 3 MOORHTAB 2 MOORDEB REWOHS

1 MOORDEB 1 MOORDEB

EGNUOL

2 MOORDEB

RETSAM MOORHTAB

3 MOORDEB

NEHCTIK

TFAHS

REWOHS ECNARTNE

TNO

1 MOORHTAB

TFAHS

NEHCTIK

MW/TH

532 TINU 1B-DEB2-TPA

2 MOORDEB

AERA GNINID

TELIOT

TS TFAHS

GNIVIL

YNOCLAB

YNOCLAB YNOCLAB

AERA GNINID

1 MOORDEB GNIVIL 2 MOORDEB AERA GNINID

TFAHS

3 MOORDEB

TNO

SAG RESIR

BD SAG RESIR

REWOHS

REWOHS TFAHS

EGAROTS REWOHS

DIAM

RETSAM MOORHTAB

REWOHS 1 MOORDEB

CW SAG RESIR

REWOHS 3 MOORHTAB

REWOHS

1 MOORHTAB

1 MOORDEB

TFAHS

CW 1 MOORHTAB

TELIOT

CW REWOHS

NEHCTIK

2 MOORHTAB

932 TINU B-DEB4-TPA

TFAHS

ECNARTNE

DIAM

TFAHS

NEHCTIK

REWOHS

NEHCTIK

DIAM TELIOT

TFAHS

832 TINU 1A-DEB4-TPA

ECNARTNE TNO

TNO

TELIOT 2 MOORDEB

2 MOORDEB

REWOHS 2 MOORHTAB CW REWOHS

CW TFAHS SAG RESIR

DIAM AERA GNINID NEHCTIK RETSAM MOORDEB

GNIVIL MW

232 TINU D-DEB2-TPA

ECNARTNE

TNO TFAHS

EGAROTS

TFAHS

CW 1 MOORHTAB

REWOHS

ECNARTNE

1 MOORDEB

332 TINU 1C-DEB2-TPA

MW/TH

SAG RESIR

NEHCTIK

TFAHS

ECNARTNE

MW/TH

REWOHS

TNO

NEHCTIK

SAG RESIR

TFAHS TFAHS

REWOHS

432 TINU A-DEB2-TPA

GNISSERD AERA

TELIOT 2 MOORHTAB

1 MOORDEB

ECNARTNE

NEHCTIK

REWOHS

SAG RESIR

REWOHS

2 MOORHTAB

REWOHS

NEHCTIK

AERA GNINID

REWOHS TELIOT BD

TNO

MW/TH

GNISSERD AERA 2 MOORHTAB

632 TINU B-DEB2-TPA

AERA GNINID

GNISSERD AERA

732 TINU G-DEB2-TPA 3 MOORHTAB 2 MOORDEB REWOHS

1 MOORDEB 1 MOORDEB

EGNUOL

2 MOORDEB

3 MOORDEB

NEHCTIK

TFAHS

ECNARTNE TNO

1 MOORHTAB

TFAHS

MW/TH

532 TINU 1B-DEB2-TPA

2 MOORDEB

AERA GNINID

TELIOT

MW/TH REWOHS

2 MOORHTAB

GNIVIL

AERA GNINID

REWOHS

BD ECNARTNE

1 MOORHTAB

REWOHS

SAG RESIR

TS TFAHS

GNIVIL

YNOCLAB

YNOCLAB YNOCLAB YNOCLAB YNOCLAB

RETSAM MOORHTAB

SNALP CITAMMARG

TELIOT

SAG RESIR

TELIOT

TNO

REWOHS

TNO

ECNARTNE

TFAHS

2 MOORHTAB

hcaorppA ngi

TELIOT MW/TH

hcaorppA ngiseD

2 MOORHTAB

REWOHS 3 MOORDEB

SEITINUTROPPO WEIV

1 MOORHTAB

AERA GNINID

DEB 1

YNOCLAB YNOCLAB

RETSAM MOORDEB

GNIVIL

132 TINU 1A-DEB3-TPA

DEB 1

YNOCLAB

GNIVIL

2 MOORDEB

DEB 1

YNOCLAB

1 MOORDEB

TELIOT

YNOCLAB

MIRROR TO TAKE ADVANTAGE OF VIEWS

REWOHS 1 MOORHTAB

2 MOORDEB

TFAHS

NALP LETOH TNERRUC

TFAHS

FLUIDMIRROR FORM TO TAKE MIRROR TOOF TAKE ADVANTAGE VIEWS ADVANTAGE OF VIEWS

DEB 1

RECTANGULAR APPROACH FLUID FORM FLUID FORM

DEB 1

RECTANGULAR APPROACH ORIGINAL FLOORPLATE RECTANGULAR APPROACH

DEB 2

GNIVIL

YNOCLAB

M5.8

TELIOT

NEHCTIK

AERA GNINID

REWOHS

BD ECNARTNE

DEB 2

REWOHS

SAG RESIR

TFAHS

ECNARTNE

SAG RESIR

TELIOT

2 MOORHTAB 2 MOORDEB

TNO

ECNARTNE

snalP roolF lacipyT

1 MOORHTAB 1 MOORDEB

04-1 LEVEL

232 TINU D-DEB2-TPA

DEB 3

2 MOORDEB

REWOHS

SAG RESIR

DEB 2

TNO

TFAHS

TELIOT

NEHCTIK

DEB 3

ECNARTNE TNO

AERA GNINID

DEB 3

TFAHS

REWOHS 2 MOORHTAB

MW/TH

DEB 2

TFAHS

TELIOT 2 MOORDEB

YNOCLAB

DEB 2

DIAM TELIOT TFAHS

832 TINU 1A-DEB4-TPA

DEB 3

1 MOORDEB SAG RESIR

DEB 2

REWOHS

REWOHS 3 MOORHTAB

DIAM TELIOT

MIRROR TO TAKE ADVANTAGE OF VIEW

FLUID FORM

DEB 2

REWOHS

DIAM

RETSAM MOORHTAB REWOHS

hcaorppA ngiseD

REWOHS

REWOHS TFAHS

EGAROTS CW

REWOHS

TFAHS

CW 1 MOORHTAB

TELIOT

ECNARTNE

DIAM

TFAHS

1 MOORHTAB

NEHCTIK

2 MOORHTAB

932 TINU B-DEB4-TPA

TFAHS

DEB 3

TFAHS

3 MOORDEB SAG RESIR

1 MOORDEB

NEHCTIK

TNO

SAG RESIR

DEB 2

AERA GNINID

REWOHS

NEHCTIK

DEB 2

2 MOORDEB

2 MOORHTAB

REWOHS 3 MOORDEB

EROC TRESNI

GNIVIL

1 MOORHTAB

AERA GNINID

DEB 3

AERA GNINID

1 MOORDEB

DRADNATS :1 REIT

YNOCLAB YNOCLAB

RETSAM MOORDEB

TELIOT

RECTANGULAR APPROACH

276

MOORDEB 4

YNOCLAB

GNIVIL

STNEMTRAPA ETACOLLA

M5.8

YNOCLAB

1 MOORDEB

132 TINU 1A-DEB3-TPA

TFAHS

NALP LETOH TNERRUC

TFAHS

REWOHS 1 MOORHTAB

2 MOORDEB

STNEMTRAPA LATOT

MOORDEB 1 %53 MOORDEB 2 %54 %81 %2

MOORDEB 3

ORIGINAL FLOORPLATE

DEB 3

06-14 LEVEL

M8.3

M5.8

EMIRP :2 REIT

8.5M

EDACAF TSUJDA

DIRG GNINNALP DDA

M5.8

EROC TRESNI

INAL FLOORPLATE NAL FLOORPLATE

TNEMESAB

DIRG GNINNALP DDA

DESIGN CONCEPT AND APPROACH

CONCEPT VALIDATION

Best View

Medium View

Decent View

VIEW ANALYSIS

UNITS TYPOLOGY

MASSING DEVELOPMENT

PODIUM MASSING

TOWER MASSING

Elevational Studies

ELEVATION & ZONNING CONCEPT Version 3 - Protruding Balconies & Reduced No. of Vertical Fins

P I

W ELEVATION CONCEPT STUDIES

ZONNING ANALYSIS

PROJECT PLANS

Tier 1 Typical Floorplan

PROJECT PLANS

Tier 2 Typical Floorplan

H O S P I TA L I T Y

KEMPINSKI HOTEL Location: Mecca. KSA. Client: Umm Al Qura Development & Construction Co Company: HOK Dubai Status: Ongoing Design/Under Construction Responsibilities: working directly with the director of architecture in: • Planning & Modelling • Coordination with sub-consultants • BIM Management. • Preperation of Construction Drawings. • Supervision of Submissions packages and documents.

LOCATION

ZONNING & VERTICAL ORGNIZATION

ZONNING

VERTICAL ORGANIZATION

SELECTED FLOOR PLANS - PODIUM LEVELS

B01 FLOOR PLAN

B01 MEZZANINE FLOOR PLAN

SELECTED FLOOR PLANS - PODIUM LEVELS

STREET LEVEL FLOOR PLAN

F03 FLOOR PLAN

SELECTED FLOOR PLANS - HOTEL LEVELS

F09 - F11 FLOORS PLAN

F18 - F21 FLOORS PLAN

SELECTED FLOOR PLANS - HOTEL LEVELS

F22 - F29 FLOORS PLAN

F31 - F32 FLOORS PLAN

Facade Stone Support at Spandrel Facade Stone Opening Detail

Slab wrapping Stone Detail

Facade Stone & Screen Support Detail

MIXED-USE

ADDRESS RAK BY EMAAR Location: Al Marjan Island, RAK (UAE) Client: EMAAR Developments Company: SSH International Consultants Status: Under Construction Responsibilities: working directly with the senior architect in: • Master planning • Planning & Modelling • preperation of Construction details • Coordination with sub-consultants, suppliers and contractors.

MASTERPLAN LAYOUT

LOCATION & CONCEPT

1:1000 scalebar 1:200 scalebar 0m

1:1000 0m

ENT

1:1000

HOTEL - OPTION 1 0m 25 50 Type 01: Standard King Leisure Type 02: Accessible Room Type 03: Zipper / Hollywood Twin Type 04: Family Room Type 05: Deluxe One Type 06: Deluxe One Type 2 Type 07: Executive Two Bedroom TOTAL

1:500 scalebar

100

: 111 :2 : 56 : 27 : 15 :7 :4 : 222

LG + UP + 9 LEVELS

0m BED SERVICED APARTMENT

HOTEL - OPTION 2 0m Type 01: Standard King Leisure Type 02: Accessible Room Type 03: Zipper / Hollywood Twin Type 04: Family Room Type 05: Deluxe One Type 06: Deluxe One Type 2 Type 07: Executive Two Bedroom TOTAL LG + UP + 9 LEVELS

BED SERVICED APARTMENT

BED SERVICED APARTMENT BED SERVICED APARTMENT

1:100 scalebar

2.5

: 131 :2 : 38 : 27 : 15 :7 :4 : 222

2.5

1 BED SERVICED APARTMENT 2 BED SERVICED APARTMENT

3 BED SERVICED APARTMENT 4 BED SERVICED APARTMENT

DIAGRAM

UNIT MIX SA1 - LEVEL 10

SA1 - L

1:2000 scalebar

100

1:500 scalebar 25

DIAGRAMMATIC PLANS

1:200 scalebar

100

2.5

1:100 scalebar

Detailed Design Report | August 2017 | 2.1-21 0m

UNIT MIX SA1 - LEVEL 09 SA1 - LEVEL 02 TO 06 TYPICAL FLOOR

1:100 scalebar

DIAGRAMMATIC PLANS

UNIT MIX SA1 - LEVEL 09 SA1 - LEVEL 02 TO 06 TYPICAL FLOOR

1:1000

1:500 scalebar

2 BED SERVICED APARTMENT

DIAGRAMMATIC PLANS

1:1000 scalebar

1:2000 scalebar

1:500 scalebar

1:200 scalebar

1:1000

100

1 BED SERVICED APARTMENT

1:2000 scalebar 0m

1:1000 scalebar SA1 - LEVEL 01

1:1000 scalebar 1:200 scalebar

APARTMENT TYPOLOGIES

2.5

SA1 LEVEL - LEVEL 01 SA1 - UPPER GROUND

1:2000 scalebar

Detailed Design Report | August 2017 | 2.1-21

Detailed Design Report | August 2017 | 2.1-23

1 BED SERVICED APARTMENT

2.5

1 BED SERVICED APARTMENT 2 BED SERVICED APARTMENT 3 BED SERVICED APARTMENT 4 BED SERVICED APARTMENT

MASSING

2.5

1:200 scalebar

2.5

2 BED SERVICED APARTMENT 3 BED SERVICED APARTMENT 4 BED SERVICED APARTMENT 10

2.1-20

MASSING MASSING

1 BED SERVICED APARTMENT

1 BED SERVICED APARTMENT 2 BED SERVICED APARTMENT 3 BED SERVICED APARTMENT 4 BED SERVICED APARTMENT

1 BED SERVICED APARTMENT

2 BED SERVICED APARTMENT

3 BED SERVICED APARTMENT 4 BED SERVICED APARTMENT

Detailed Design Report | August 2017 | 2.1-21

Sheet Name:

AXO VIEW 3

Sketch No.:

17026SSH-DWG-SA1-XX-SK-00-103

Sheet Name:

AXO VIEW 4

30/07/2017 5:05:13 PM

17026SSH-DWG-SA1-XX-SK-00-100

Sketch No.:

Sheet Name:

AXO VIEW 2

30/07/2017 5:00:48 PM

17026SSH-DWG-SA1-XX-SK-00-101

17026SSH-DWG-SA1-XX-SK-00-102

Detailed Design Report | August 2017 | 2.1-23

Detailed Design Report | August 2017 | 2.1-21

Sketch No.:

| ADDRESS - RAS AL KHAIMAH / ARCHITECTURE

Sheet Name:

AXO VIEW 1 2.1-18

Detailed Design Report | August 2017 | 2.1-19

| ADDRESS - RAS AL KHAIMAH / ARCHITECTURE

Detailed Design Report | Au

30/07/2017 4:56:36 PM

1:200 scalebar

30/07/2017 4:52:00 PM

1:200 scalebar

SERVICE APARTMENT TYPICAL PLAN

FLOOR TILES ON ADHESIVE TO ID DETAILS

057300 DECORATIVE METAL RAILINGS

EPDM MEMBRANE SEALED BACK TO CONCRETE UPSTAND

084413 GLAZED ALUMINIUM CURTAIN WALL

FOAM FILL INSULATION 13mm PLASTER

0354400 50mm BONDED FLOW SCREED

155

100

072419 WATER-DRAINAGE EXTERIOR INSULATION AND FINSIH SYSTEM (EIFS)

200

100

210

380

250

1-17

HIGH DENSITY CONCRETE BLOCK

10mm ACOUSTIC GENIEMAT TO BE WRAPPED FACE UP OF WALL AND OVER TOP OF TILES CUT AND MASTIC SEALED AFTER INSULATION

072726 FLUID APPLIED MEMBRANE AIR BARRIER

STRUCTURAL SLAB REFER TO ENGINEERS DRAWINGS

0354400 50mm BONDED FLOW SCREED

150

042000 100mm BLOCKWORK

300

092100 13mm GYPSUM PLASTER

096000 PORCELAIN TILES 0354400 55mm BONDED SCREED TO FALLS ON STRUCTURAL SLAB

074246 CEMENTITIOUS BOARD

500 GAUGE POLYTHENE SHEET

EPDM MEMBRANE SEALED BACK TO CONCRETE UPSTAND

0721000 072100 - 35mm HIGH COMPRESSIVE STRENGTH INSULATION 072726 FLUID APPLIED MEMBRANE AIR BARRIER

100

13 mm PLASTER

+15.540 SSL

100

072726 FLUID APPLIED MEMBRANE AIR BARRIER

+44.250 m FFL

400

FOAM FILL INSULATION

VERTICAL FIXING RAIL

285

PRECAST CONCRETE LINTEL

210

HOOK / FIXING BRACKET HORIZONTAL FIXING RAIL 092100 3mm GYPSUM PLASTER SKIM COAT

STRUCTURAL SLAB REFER TO ENGINEERS DRAWINGS * MF CEILING BELOW

092100 13mm GYPSUM PLASTER 042000 200mm BLOCKWORK

Exterior Wall Section 2 - GRC Panel

034900 GLASS-FIBER-REINFORCED CONCRETE PANEL 072400 50mm INSULATION

150

042000 100mm BLOCKWORK

0354400 50mm BONDED FLOW SCREED

HIGH DENSITY CONCRETE BLOCK

250

092100 3mm GYPSUM PLASTER SKIM COAT

10mm ACOUSTIC GENIEMAT TO BE WRAPPED FACE UP OF WALL AND OVER TOP OF TILES CUT AND MASTIC SEALED AFTER INSULATION

+44.175 m SSL

FLOOR TILES ON ADHESIVE TO ID DETAILS

180

210

092100 13mm GYPSUM PLASTER

1-6

288

+15.375 SSL

155

Exterior Wall Section 1

SKIRTING PORCELAIN TILE

FOAM FILL INSULATION

PRECAST CONCRETE LINTEL

150

FOAM FILL INSULATION

084413 GLAZED ALUMINIUM CURTAIN WALL

FLOOR TILES ON ADHESIVE TO ID DETAILS

10mm ACOUSTIC GENIEMAT TO BE WRAPPED FACE UP OF WALL AND OVER TOP OF TILES CUT AND MASTIC SEALED AFTER INSULATION

Exterior Wall Section 3 - Balcony

STRUCTURAL SLAB REFER TO ENGINEERS DRAWINGS 072419 WATER-DRAINAGE EXTERIOR INSULATION AND FINSIH SYSTEM (EIFS)

084413 GLAZED ALUMINIUM CURTAIN WALL 077613 ROOF BALLAST 0721000 072100 - 35mm HIGH COMPRESSIVE STRENGTH INSULATION

313

10mm ACOUSTIC GENIEMAT TO BE WRAPPED FACE UP OF WALL AND OVER TOP OF TILES CUT AND MASTIC SEALED AFTER INSULATION

072726 FLUID APPLIED MEMBRANE AIR BARRIER

EPDM MEMBRANE SEALED BACK TO CONCRETE UPSTAND

FLOOR TILES ON ADHESIVE TO ID DETAILS

0354400 100mm BONDED SCREED TO FALLS ON STRUCTURAL SLAB

FOAM FILL INSULATION

PACKING 13 mm PLASTER

75 100

STRUCTURAL SLAB REFER TO ENGINEERS DRAWINGS

084413 GLAZED ALUMINIUM CURTAIN WALL

13 mm PLASTER

100

213

210

FOAM FILL INSULATION

092100 3mm GYPSUM PLASTER SKIM COAT

288

+15.375 SSL

0354400 50mm BONDED FLOW SCREED

488

100 75

+15.540 SSL

10mm ACOUSTIC GENIEMAT TO BE WRAPPED FACE UP OF WALL AND OVER TOP OF TILES CUT AND MASTIC SEALED AFTER INSULATION

375

0354400 50mm BONDED FLOW SCREED

074246 CEMENTITIOUS BOARD

100

FLOOR TILES ON ADHESIVE TO ID DETAILS

100

35 75

190 340

081316.13 ALUMINUM TERRACE DOORS

042000 150mm BLOCKWORK

200

072419 WATER-DRAINAGE EXTERIOR INSULATION AND FINSIH SYSTEM (EIFS)

250

415

380 210

072726 FLUID APPLIED MEMBRANE AIR BARRIER

STRUCTURAL SLAB REFER TO ENGINEERS DRAWINGS

Exterior Wall Section 5 - Roof

EPDM MEMBRANE SEALED BACK TO CONCRETE UPSTAND & DAMPED INTO WINDOW FRAME 084413 GLAZED ALUMINIUM CURTAIN WALL

PRECAST CONCRETE LINTEL FOAM FILL INSULATION

077613 ROOF BALLAST

042000 100mm BLOCKWORK 092100 13mm GYPSUM PLASTER

150

POLYMERIC ROOFING METAL UPSTAND

100

488

PREFORMED METAL COPING

0354400 100mm BONDED SCREED TO FALLS ON STRUCTURAL SLAB

CURTAIN BLIND BOX REFER TO ID DESIGN

FIRESTOP

1°

150

HIGH DENSITY CONCRETE BLOCK

084523 SANDWICH-PANEL ASSEMBLIES FOR CURTAIN WALLS

0721000 072100 - 75mm FOIL FACED PIR INSULATION TO ACHIEVE 0.3W/m2K MINIMUM TO SATISFY DUBAI GREEN BUILDING CODE

092100 3mm GYPSUM PLASTER SKIM COAT

100

285

092100 3mm GYPSUM PLASTER SKIM COAT

+7.875 m SSL

075000 POLYMETRIC ROOFING MEMBRANE MECHANICALLY FIXED THROUGH INSULATION

STRUCTURAL SLAB REFER TO ENGINEERS DRAWINGS

210

Exterior Wall Section 4 - Roof

155

+7.950 m FFL

HIGH DENSITY CONCRETE BLOCK

Exterior Wall Section 6

RESIDENTIAL

HARBOUR GATE Location: Creek Harbour, Dubai (UAE) Client: EMAAR Developments Company: SSH International Consultants Status: Under Construction Responsibilities: • Planning & Modelling • preparation of Construction details / shop drawings • Coordination with sub-consultants and contractors

6 Levels

Tier 2 Floorplate Totals # of units 1 Bed 2 Bed 3 Bed 4 Bed Totals

Tier Totals 1 Bed 6 2 Bed 12 3 Bed 12 4 Bed 0 Totals 30

1 UNIT TYPOLOGIES AND PROJECT PLANS 2 2

2 Levels

Tier 3 PH Floorplate Totals # of units 1 Bed 2 Bed 3 Bed 4 Bed Totals

37 Levels

Tower 1 Total

1 Bed 2 Bed 3 Bed 4 Bed Totals

# of units 72 121 66 4 263

2 Levels

31 Levels

Tower 2 Total Target % 30% 45% 23% 1%

Tier Totals 1 Bed 0 2 Bed 0 3 Bed 0 4 Bed 4 Totals 4

Floorplate Totals # of units 1 Bed 0 2 Bed 0 3 Bed 0 4 Bed 2 Totals 2

1 Bed 2 Bed 3 Bed 4 Bed Totals

# of units 66 94 54 4 218

Setting

Achieved % 30.3% 43.1% 24.8% out1.8% Plan

Levels

Tower Totals

1 Bed 2 Bed 3 Bed 4 Bed Totals

Achieved % 27.4% 46.0% 25.1% 1.5%

Tier Totals 1 Bed 5 2 Bed 10 3 Bed 10 4 Bed 0 Totals 25

Floorplate Totals # of units 1 Bed 1 2 Bed 2 3 Bed 2 4 Bed Totals 5

Tier 3 PH Tier Totals 1 Bed 0 2 Bed 0 3 Bed 0 4 Bed 4 Totals 4

0 0 0 2 2

5 Levels

Tier 2

# of units 138 215 120 8 481

Achieved % 28.7% 44.7% 24.9% 1.7%

Target % 30% 45% 23% 2%

# of units 144 221 122 6 8 501

Achieved % 28.7% 44.1% 24.4% 1.2% 1.6%

Target % 30% 45% 23% 1% 1%

Unit Mix Total

1 Bed 2 Bed 3 Bed Townhouse 4 Bed Totals

Ground Floor Plan

Target % 30% 45% 23% 1%

Parking Access - Retail

Vehicular Route

Retail Visitor Pick-up and Drop Off Strategy

Pedestrian Access to Retail

CIRCULATION ANALYSIS

LANDSCAPE DESIGN Landscape Master Plan

Podium Level Site Analysis

Overall Landscape Plan

The landscape architectural design of the podium is programmed to have the active area Podium Level Sitemiddle Analysis concentrated in the so as to buffer the surrounding structures with the passive areas. Active function areas such as swimming pool, kids play and splash pad would be surrounded by passive ones such as the gym breakout space or yoga lawn, common and multi-funtion areas, seating and recreation. The landscape architectural design of the podium is programmed to have the active area concentrated in the middle so as to buffer the surrounding structures with the passive areas. Although the function areas were structured as such, the circulation nevertheless was never Active function areas such as swimming pool, kids play and splash pad would be surrounded compromised. Pedestrian Legend movement was designed to be free-flowing. Any activity area can by passive ones such as the gym breakout space or yoga lawn, common and multi-funtion be easily reached from any point in the podium. areas, seating and recreation.

Legend Ground Floor Landscape Master A.Plan

1. Pedestrian Drop-off

Overall Landscape Plan 2. Al Fresco Dining

A. Ground Floor

Although the function areas structured as such, the circulation nevertheless was never 1. were Pedestrian Drop-off compromised. Pedestrian movement was designed to be free-flowing. Any activity area can 2.point Al Fresco Dining be easily reached from any in the podium.

3. Feature Paving

B. Podium Level 4. Pool 5. Pool Deck 6. Multi-function Area 7. Seating-outlook Area 8. Children’s Playground Area 9.Splash Pad Area

11 10

3. Feature Paving

C. Communal Terrace 10. Timber Decking 11. Seating area

Tower 1

9 1

11 1 10

Townhouse

Townhouse Gym

Tower 2

Tower 1

Functional Diagram

6 0 2

Schematic Landscape Design Gym

0 2

Swimming Pool Area

Communal Terrace

Dubai Creek Harbour - Plot A.030

0 2

Dubai Creek Harbour - Plot A.030

Pool Side View Dubai Creek Harbour - Plot A.030

Circulation Diagram

Functional Diagram

Terrace Landscape

Dubai Creek Harbour - Plot A.030

Active - Passive Diagram

Podium Landscape

Aerial Swimming Pool View

Although the function areas were structured as such, the circulation nevertheless was never compromised. Pedestrian movement was designed to be free-flowing. Any activity area can be easily reached from any point in the podium.

D. Private Terrace 12. Hot tub

Podium Landscape

The landscape architectural design of the podium is programmed to have the active area concentrated in the middle so as to buffer the surrounding structures with the passive areas. Active function areas such as swimming pool, kids play and splash pad would be surrounded by passive onesDiagram such as the gym breakout space or yoga lawn, common and multi-funtion Active - Passive areas, seating and recreation.

Dubai Creek Harbour - Plot A.030

2 8

Swimming Pool Area

C. Communal Terrace 10. Timber Decking 11. Seating area

Dubai Creek Harbour - Plot A.030

Podium Level Site Analysis Active - Passive Diagram

10. Timber Decking

11.Podium Seating area B. Level 4. Pool D. Private Terrace 5. Pool Deck 12. Hot tub 6. Multi-function Area 7. Seating-outlook Area 8. Children’s Playground Area Functional Diagram 9.Splash Pad Area

2. Al Fresco Dining 3. Feature Paving C. Communal Terrace

Townhouse

Tower 2

D. Private Terrace 12. Hot tub

11 10

Townhouse

B. Podium Level 4. Pool Legend 5. Pool Deck 6. Multi-function Area 7. Seating-outlook A. Ground Floor Area 8. Children’s Playground Area 1. Pedestrian Drop-off 9.Splash Pad Area

Dubai Creek Harbour - Plot A.030

Analysis Sketches Dubai Creek Harbour - Plot A.030

Circulation Diagram

RESIDENTIAL

CREEK HORIZON Location: Creek Harbour, Dubai (UAE) Client: EMAAR Developments Company: SSH International Consultants Status: Under Construction Responsibilities: • Planning & Modelling • preparation of Construction details / shop drawings • Coordination with sub-consultants and contractors

Façade Materiality Architecture

Architecture

Façade Façade Materiality Façade Materiality Materiality

1. Material Options: a- Precast Concrete Panels. b- GRC c- Fibre Cement Sheets

4.Resysta Cladding or engineered timber Finish: Grey Brown

Finish: White/Light Grey

FACADE ANALYSIS (MATERIALITY)

3 4

1. Material Options: a- Precast Concrete Panels. b- GRC c- Fibre Cement Sheets

y Materiality

Finish: Grey Brown 1. Material Options: 4.Resysta Cladding or 2. Material 2 1. Material Options: 1. Material Options: 4.Resysta Cladding or Options: 4.Resysta Cladding or Finish: White/Light Grey a- Precast Concrete Panels. engineered timber a- Precast Concrete Panels. a- Precast Concrete Panels. a- Precast Concrete Panels. engineered timber engineered timber b- GRC b- GRC b- GRC b- GRC c- Fibre Cement Sheets Finish: Grey Brown c- Fibre Cement Sheets c- Fibre Cement Sheets c- Fibre Cement SheetsFinish: Grey Brown Finish: Grey Brown Finish: White/Light Grey Finish: White/Light Grey Finish: White/Light Grey

5 4

5.Anodized Aluminum Cladding

Finish: Grey

4 5

4.Resysta Cladding or engineered timber

Front Facade - Roof SectionOptions:1. Material 1. Material 2 Options: 2 Concrete 2 a- Precast a- Panels. Precast Concrete Panels. b- GRC b- GRC c- Fibre Cement Sheets c- Fibre Cement Sheets 6 Finish: White/LightFinish: Grey White/Light Grey

2. Material Options: 5.Anodized Aluminum a- Precast Concrete Panels. Cladding b- GRC c- Fibre Cement Sheets 2. Material Options: 5.Anodized Aluminum 4.Resysta Cladding or 4.Resysta 2. Material Cladding Options: or 2. Material Options: 5.Anodized Aluminum 3. Material Options: 5.Anodized Aluminum Finish: Grey Precast Concrete Panels. Cladding engineered timberaengineered timber a-Panels. Precast Concrete a- Precast Concrete Panels. Cladding a- Precast Concrete Panels. Cladding b- GRC b- GRC b- GRC b- GRC c- Fibre Cement Sheets Finish: Grey BrowncFinish: Brown FibreGrey Cement Sheets c- Fibre Cement Sheets c- Fibre Cement Sheets Finish: Grey

Finish: Grey

6.Glass

Finish: Grey, with grooves

6 Dubai Creek Harbour - Plot A.019

Front Facade - Roof Section

Front Facade - Roof Section Front Facade - Roof2 Section Front 2 Facade - Roof Section

2. Material Options:2. Material Options: a- Precast Concrete a- Panels. Precast Concrete Panels. b- GRC b- GRC c- Fibre Cement Sheets c- Fibre Cement Sheets Finish: Grey

3. Material Options: 6.Glass a- Precast Concrete Panels. b- GRC c- Fibre Cement Sheets 5.Anodized Aluminum 5.Anodized Aluminum 3. Material Options: 3. Material Options: 3. Material Options: Cladding 6.Glass a- Precast Concrete Panels. Finish: Grey, with Cladding grooves a- Precast Concrete Panels. a- Precast Concrete Panels. b- GRC b- GRC b- GRC c- Fibre Cement Sheets c- Fibre Cement Sheets c- Fibre Cement Sheets

Finish: Grey

6.Glass

Finish: Grey, with grooves Finish: Grey, with grooves Finish: Grey, with grooves

Dubai Creek Harbour - Plot A.019 6

Dubai Creek Harbour - Plot A.019 Dubai Creek Harbour - Plot A.019 Dubai Creek Harbour - Plot A.019

of Section

3. Material Options:3. Material Options: a- Precast Concrete a- Panels. Precast Concrete Panels. b- GRC b- GRC c- Fibre Cement Sheets c- Fibre Cement Sheets

6.Glass

Finish: Grey, with grooves Finish: Grey, with grooves

Dubai Creek Harbour - Plot A.019 Dubai Creek Harbour - Plot A.019

Retail Circulation

RETAIL ANALYSIS

Retail Delivery

Waste

renders in line with the current scheme once original layered files have been issued

ur - Plot A.019

PROJECT PLANS

Ground Floor Plan

First Floor Plan

Location Plan EPDM WATERPROOFING CLOSURE FLASHING ELF ADHERED/ FULLY BONDED FROM THE ALUMINIUM FRAME WINDOW SYSTEM AND THE BLOCKWORK WITH MINIMUM 100MM OVERLAPS.

GLAZING ZONE

500

GENERAL NOTE:

25mm X 25mm PPC ANGLE PART OF GLAZING SYSTEM EX11 DRAWINGS TO BE READ IN CONJUNCTION WITH 41 SERIES DRAWINGS, GA ELEVATIONS (10-2000 SERIES), EXTERNAL DOOR AND WINDOW SCHEDULES (32 SERIES), BALUSTRADING (34 PROVIDE SEALANT ALONG TOP OF SKIRTING CONTINUOUSLY SERIES) AND

TO THE ARCHITECT. FFLANY DISCREPANCY TO BE REPORTEDGROUT

10mm ACOUSTIC UNDERLAYMENT UNDER

ALL DIMENSIONS TO BE CONFIRMED ON SITE.

SHOPDRAWINGS TO BE APPROVED BY ARCHITECT PRIOR MANIFACTURE SCREED

35mm SELF LEVELLING FLOOR SCREED

Structural Slab Level 200 CLADDING ZONE

220

2 TW-41-3000

220

BALCONY LINE

‫وقبل عمل مخططات التنفيذ من قبل المقاول‬

DETAILS

ANODISED ALUMINIUM PANEL CLADDED TO SPEC REF EX03a

150

1436

PLASTERED SKIMMED SOFFIT

EXTERNAL PLAN DETAIL 4

300

1:5

250 PRECAST CONCRETE PANEL TO SPEC EX02 AND FACADE ENG'S DETAILS.

GRC FORMED CORNER BALCONY EDGE CLADDING TO SPEC EX01

ANODISED ALUMINIUM SOFFIT CLADDING TO SPEC. EX03b

CURTAIN BOX TO ID SPECS AND DETAILS

20 100

495

375

865

825

200

175

125

300

PRECAST CONCRETE PANEL TO SPEC AND FACADE ENG'S DETAILS. - EX02A SUPPORT FIXINGS NOT INTO BLOCKWORK BUT AT EVERY SLAB LEVEL TO FACADE SUB CONTRACTORS REQUIREMENTS.

TW-41-3000

-1

ENLARGED DETAIL ELEVATIONS AND PLANS (41-1000)

FALL TO RWO

108

275

‫مالحظات عامة‬ ‫المخطط ليس للقياس‬

PORCELAIN SKIRTINGDRAWINGS TO INTERIOR TO BE READ IN CONJUNCTION WILTH ALL OTHER DISCIPLINE 10mm PORCELAIN TILE DESIGNER'S SPECIFICATION. DRAWINGS CONTAINED WITHIN THE FLOOR CONCRACT PACKAGE. onDRAWING 5mm THINSET

200

PACKING ZONE 20mm (+/10mm) WITH SOLID STEEL PACKERS

MECCA

-2 3. Contractor must report any discrepancies prior to execution of any works. EXTERNAL DOUBLE GLAZED CURTAIN WALLING TO SPEC EX11 SHALL BE -3 ‫التنفيذ‬ ‫قبل‬ ‫فروقات‬ ‫أي‬ ‫عن‬ ‫التبليغ‬ ‫المقاول‬ ‫على‬ TO FACADE ENG'S DETAILS 4. All dimensions must be verified on site prior to order or manufacture of materials or production of site drawings. -4 ‫اد‬ ‫المو‬ ‫تصنيع‬ ‫أو‬ ‫توريد‬ ‫قبل‬ ‫قعيا‬ ‫مو‬ ‫القياسات‬ ‫من‬ ‫التأكد‬ SHOE BRACKET FIXINGS TO GLAZING SUB CONTRACTOR

LINE OF PRE-CAST PANEL BELOW

35 15

655

‫يتم قراءة المخطط مع المخططات االخرع ذات العالقة‬

110

635

TRUE NORTH

2. This drawing must be read in conjunction with all other relevant drawings.

LINE OF ALUMINIUM PANEL AT SIDE OF BALCONY VARIES 700 OR 300

130

100 25

182 10

1. Do not scale from this drawing.

CURTAIN WALLING SYSTEM TO FACADE ENGINEER'S DETAIL DESIGN AND SPEC REF. EX11 STRUCTURAL SLAB EDGE INTERIOR FINISH SHALL BE POLYESTER POWDER COATED, EXTERIOR INCLUDING FLASHINGS SHALL BE ANODISED ALUMINIUM. BALCONY DRAINAGE PROVIDED - 1 NO. ANODIZED ALUMINUM BALUSTRADE TO SPEC EX20. ALUMINIUM ZED SHAPED FLASHING TO OUTLET PER BALCONY TO AANODISED 50mm STACK 20 CONCEAL INSULATION AND CLOSE OFF RAINSCREEN CONCEALED IN THE EXTERNAL CLADDING. CAVITY TO WITHIN 10mm GAP. Refer to MEP drawings for positioning and pipe PRECAST CONCRETE 182 layouts / refer to 43 series drawings for plan COPPING 150 EXTERNAL RAINSCREEN TYPE location. Refer to typical balcony detail in sheet THERMAL INSULATION TW-41-3001

CONTINUOUS SEALANT WITH BACKING STRIP

CONCRETE UPSTAND TO ALL EDGES OF BALCONY TO ENG'S DETAILS

General Notes:

200mm WIDTH EXTERIOR BLOCKWORK WALL, PLASTERED TO THE INSIDE FACE ONLY TO MEET ACOUSTIC REQUIREMENTS (MIN 45 dB). NOTE THAT FIXINGS BETWEEN THE BLOCKWORK AND THE REINFORCED CONCRETE SLAB SHALL BE DESIGNED TO STRUCTURAL ENGINEER'S DETAILS.

200

100

1200mm AFFL

200

THIS IS BALCONY SETOUT DIMENSION- SEE GA PLANS

TW-41-3010

INSIDE FACE OF UPSTAND AND BLOCKWORK

135mm ABOVE SSL 200

ALIGN FRAME/ PLASTER

PROJECT NORTH

CONCRETE UPSTAND

SEE WINDOW TYPE ROUGH OPE

PROVIDE GALVANISED STOP BEAD TO END OF INTERIOR PLASTERING AND 6MM SOFT MASTIC POINT JOINT IN WHITE

EXTERIOR FACE TO BE WATERPROOFED USING BITUTHENE COATING

200

EXTERNAL RAINSCREEN TYPE THERMAL INSULATION EXTERIOR FACE OF CONCRETE TO BE WATERPROOFED USING BITUTHENE COATING

300

50 CONCRETE BEAM AND SLAB TO STRUCTURAL ENGINEER'S DETAILS

13mm GYPSUM PLASTER STRAIGHT ONTO REINF. CONCRETE- . PROVIDE ALL NECESSARY KEYING TO SECURE PLASTER.

6mm SHADOWGAP JOINT EXTERIOR FACE TO BE WATERPROOFED USING BITUTHENE COATING

TW-41-3010

150

TIMBER PACKER PIECE

INSIDE FACE OF UPSTAND

SEE WINDOW TYPE ROUGH OPE

AND BLOCKWORK

EXTERNAL RAINSCREEN TYPE THERMAL INSULATION

GLAZING ZONE

CURTAIN WALLING SYSTEM TO FACADE ENGINEER'S DETAIL DESIGN AND SPEC REF. EX11 INTERIOR FINISH SHALL BE POLYESTER POWDER COATED, EXTERIOR INCLUDING FLASHINGS SHALL BE ANODISED ALUMINIUM.

200

ALIGN FRAME/ PLASTER

EXTERNAL DOUBLE GLAZED CURTAIN WALLING TO SPEC EX11 SHALL TO CD 16.07.17BE CONTRACT DOCUMENTS FACADE ENG'S DETAILS Rev Date Description

Appr

CONSTRUCTION SUBMISSION Client

STRUCTURAL SLAB EDGE

TYPICAL FLOOR BALCONY SECTION

Typical Floor Balcony Detail Section

The Lagoons Phase One LLC

135

200

20 100

135

ANODISED ALUMINIUM ZED SHAPED FLASHING TO CONCEAL INSULATION AND CLOSE OFF RAINSCREEN CAVITY TO WITHIN 10mm GAP. EPDM WATERPROOFING CLOSURE FLASHING ELF ADHERED/ FULLY BONDED FROM THE ALUMINIUM FRAME WINDOW SYSTEM AND THE BLOCKWORK WITH MINIMUM 100MM OVERLAPS.

VARIES REFER TO REFERENCE PLAN FOR DIMS 2 /2017 5:27:28 PM C:\Users\JulieAnnP\Documents\16149-A-A019_Main Model_JulieAnnP.rvt

TW-41-3000

External Plan Detail

EXTERNAL PLAN DETAIL 5 1:5

TW-41-3000

PRECAST CONCRETE PANEL TO SPEC AND FACADE ENG'S DETAILS. - EX02A

Project Manager

GRID Design Consultant

www.sshic.com Project Title

DUBAI CREEK HARBOUR PLOT A.019 Drawing Title

EXTERNAL TOWER FAÇADE SECTION DETAILS SHEET 12

Drawn by:

01.05.17

Checked by:

01.05.17

Approved by:

Scale

1:5

01.05.17 Project Number

@ A1

16149

Sheet Number

Rev.

16149-AR-TW-41-3011

PROJECT NORTH

CONCRETE BED CONCRETE UPSTAND CONCRETE UPSTAND TO STRUCTURAL DETAILS TO STRUCTURAL DETAILS

@ PENTHOUSE THRESHOLD THRESHOLD @ PENTHOUSE ENTRANCE ENTRANCE

PROJECT NORTH

TOWER FLOOR - TYPICAL FLOOR TOWER2- TYPICAL DETAIL - 11DETAIL - 11 INSULATION 1:5

1:5

@ PENTHOUSE - INTERNAL AREAS3 THRESHOLD THRESHOLD @ PENTHOUSE - INTERNAL AREAS 1 2

10 25 5

1:5

TYPICAL MULLION & CEILING JUNCTION

35 5 10 10

2515

SELF-LEVELLING SCREED SELF-LEVELLING SCREED AS PER BS8204 AS PER BS8204

5 2510 20

110

FFL FFL BE EXPOSED CONCRETE AS SOFFIT SHALL NOT SEEN

-2

3. Contractor must report any discrepancies prior to execution of PENTHOUSE any works. PENTHOUSE

MARBLE FINISH (REFER TO ID SPECS)

‫ على المقاول التبليغ عن أي فروقات قبل التنفيذ‬- 3 DOOR LEAF 4. All dimensions mustDOOR be verified LEAFon site prior to order or manufacture of materials or production of site drawings. DOOR FRAME ‫المو اد‬DOOR ‫ تصنيع‬FRAME ‫ التأكد من القياسات مو قعيا قبل توريد أو‬- 4

MARBLE FINISH MARBLE FINISH SEALANT (REFER TO ID SPECS) (REFER TO ID SPECS) CURTAIN WALLING SYSTEM TO FACADE ENGINEER'S DETAIL 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE DESIGN. 10mmSHALL PLITEQ RST10 RESILIENT 10mm PLITEQ GenieMat RST10 BEGenieMat POLYESTER POWDER COATED, 10mm PLITEQINTERIOR GenieMat FINISH RST10 RESILIENT 10mm PLITEQ GenieMat RST10 ACOUSTICFLASHINGS LAYER RESILIENT ACOUSTIC LAYER EXTERIOR INCLUDING SHALL BE ANODISED ALUMINIUM. RESILIENT ACOUSTIC LAYER ACOUSTIC LAYER SELF-LEVELLING SCREED AS PER BS8204 SELF-LEVELLING SCREED SELF-LEVELLING SCREED AS PER BS8204 SELF-LEVELLING SCREED AS PER BS8204 AS PER BS8204 MARBLE GROUT MARBLEFFL GROUT FFL 60

5mm THK. TILE ADHESIVE 5mm THK. TILE ADHESIVE 45 200 10mm PLITEQ GenieMat RST10 10mm PLITEQ GenieMat RST10 RESILIENT ACOUSTIC LAYER 245 RESILIENT ACOUSTIC LAYER

-1

‫يتم قراءة المخطط مع المخططات االخرع ذات العالقة‬

PENTHOUSE

MARBLE FINISH (REFER TO ID SPECS)

PORCELAIN FLOOR TILES (REFER TO ID SPECS)

‫المخطط ليس للقياس‬

2. This drawing must be read in conjunction with all other relevant drawings.

INTERNAL CEILING AS PER DRAWING SERIES 35

DOOR LEAF

Structural Slab Level

PORCELAIN FLOOR TILES (REFER TO ID SPECS)

35 5 10 10

110

5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE 10mm PLITEQ GenieMat RST10 10mm PLITEQ GenieMat RST10 RESILIENT ACOUSTIC LAYER RESILIENT ACOUSTIC LAYER SELF-LEVELLING SCREED AS PER BS8204 SELF-LEVELLING SCREED AS PER BS8204

220

10mm PLITEQ GenieMat RST10 10mm PLITEQ GenieMat RST10 RESILIENT ACOUSTIC LAYER RESILIENT ACOUSTIC LAYER SELF-LEVELLING SCREED AS PER SELF-LEVELLING SCREED AS PER BS8204 BS8204 WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE

MARBLE FINISH (REFER TO ID SPECS)

DOOR LEAF

MARBLE FINISH (REFER TO ID SPECS)

MECCA

‫مالحظات عامة‬

1. Do not scale from this drawing.

PENTHOUSE

DOOR FRAME

DOOR LEAF

PORCELAIN FLOOR TILES PORCELAIN FLOOR TILES (REFER TO ID SPECS) (REFER TO ID SPECS) 5mm THK. TILE ADHESIVE 5mm THK. TILE ADHESIVE

PENTHOUSE

VARIES

PENTHOUSE

110

DOOR LEAF

PENTHOUSE

PENTHOUSE LEVEL

5 2510 20

DOOR FRAME

WET AREAS

General Notes:

VARIES

1:5

CEILING FIXING TO STRUCTURAL SLAB VARIES

TRUE NORTH

TOWER FLOOR - TYPICAL FLOOR TOWER3- TYPICAL DETAIL - 12DETAIL - 12 1:5

1:5

‫وقبل عمل مخططات التنفيذ من قبل المقاول‬

GENERAL NOTE: DRAWINGS TO BE READ IN CONJUNCTION WITH PORCELAIN FLOOR TILES 41 SERIES DRAWINGS,PORCELAIN GA ELEVATIONS (10-2000 SERIES), EXTERNAL FLOOR TILES (REFER TO DOOR AND WINDOW SCHEDULES (32 SERIES), BALUSTRADING (34ID SPECS) (REFER TO ID SPECS) SERIES) AND ENLARGED DETAIL ELEVATIONS AND PLANS (41-1000)

TOWER FLOOR - TYPICAL FLOOR TOWER1- TYPICAL DETAIL - 10DETAIL - 10 1:5 VARIES

DR DRAWINGS TO BE READ IN C DI DISCIPLINE DRAWINGS CON DR D T DRAWING PACKAGE. ANYTH THE ARCHITECT.

Location Plan

@ SERVICE RISER THRESHOLD THRESHOLD @ SERVICE RISER

CONCRETE BED

2515

RC SLAB TO STRUCTURAL DETAILS RC SLAB TO STRUCTURAL DETAILS

DRAWINGS TO BE READ IN CONJUNCTION WILTH ALL OTHER DISCIPLINE DRAWINGS CONTAINED WITHIN THE CONCRACT DRAWING PACKAGE.

830

PRECAST CONCRETE PANEL THRESHOLD TO SPEC EX02 AND FACADE THRESHOLD DETAILS. (REFER TO IDENG'S FOR SPECS) (REFER TO ID FOR SPECS) SETTING MORTAR SETTING MORTAR EXTERIOR FACE OF CONCRETE BED CONCRETE TO BE CONCRETE BED WATERPROOFED USING BITUTHENE COATING

EXTERNAL DOUBLE GLAZED CURTAIN WALLING TO SPEC EX11 SHALL BE TO FACADE ENG'S DETAILS RC SLAB TO STRUCTURAL DETAILS RC SLAB TO STRUCTURAL DETAILS

100

250

5 10

TOWER FLOOR - TYPICAL FLOOR DETAIL - 18 TOWER9- TYPICAL DETAIL - 18 DOOR LEAF 1:5

EXTERNAL SECTION DETAIL NO.5/41-3000

WASTE ROOM

TOWER - TYPICAL FLOOR DETAIL - 4 1:5

1:5

MEP/S WATERPROOFI

& FIR

www.sshic.com

5mm THK. TILE ADHESIVE Project Title

Drawing Title

TILE GROUT

FFL

SELF-LEVELLING SCREED AS PER BS8204 DUBAI CREEK HARBOUR PLOT A.019 TILE GROUT FFL

EXTERNAL TOWER FAÇADE SECTION DETAILS SHEET 4 RC SLAB TO STRUCTURAL DETAILS

SETTING MORTAR

CONCRETE BED

VARIES

SELF-LEVELLIN

BLOCKWORK

LIFT LOBBY

TYPICAL FLOOR ENTRANCE @ APARTMENT / AMENITY - ENTRANCE

TOWER - TYPICAL FLOOR DETAIL - 5

Sheet Number

10mm PLITEQ16 G 16149-AR-TW-43-4112 RESILIENT ACO

PLASTER

WATERPROOFING MEMBRANE

PORCELAIN FLO Sc (REFER TO ID S 1 @ A1TILE ADHE 5mm

CERAMIC FLOOR TILES

Drawn by:

Checked by:

Approved by:

01.05.17

TYPICAL01.05.17 @ APARTMENT / PEN 01.05.17

RC SLAB TO STRUCTURAL DETAILS

Scale

1:5

Project Number

TOWER16149 - TYPICAL FLOOR DET

@ A1

1 : 5 @ MEP/SERVICEIFC0 THRESHOLD ROOMS & FIRE 16149-AR-TW-41-3003 Sheet Number

THRESHOLD @ WASTE ROOM

VARIES 1:5

5mm TILE ADHESIVE

PORCELAIN FLOOR TILES PORCELAIN FLOOR TILES (REFER TO ID SPECS) (REFER TO ID SPECS)

VERTICAL LOUVRE & PRECAST PANEL JUNCTION TOWER - TYPICAL FLOOR DETAIL - 1 1:5 1 1:5

THRESHOLD @ APARTMENT - INTERNAL AREAS

Scale

(REFER TO ID SPECS)

150

THRESHOLD (REFER TO ID SPECS)

DOOR FRAME

Approved by:

Design Consultant

DOOR LEAF

Checked by:

The Lagoons Phase WALLOne TILES LLC

THRESHOLD (REFER TO ID SPECS)

Drawn by:

1:5

DOOR FRAME

RC SLAB TO STRUCTURAL DETAILS

1:5

TOWER - TYPICAL FLOOR FCD

Project Manager

1:5

CONCRETE BED

RC SLAB TO STRUCTURAL DETAILS

Appr

THRESHOLD @ APARTMENT/PEN TOWER - TYPICAL FLO

VARIES

Description

CONCRETE UPSTAND TO STRUCTURAL DETAILS TO STRUCTURAL DETAILS

45 10 5

5mm THK. TILE ADHESIVE

Drawing Title

ISSUE FOR CONSTRUCTION

45 5

PORCELAIN FLOOR TILES (REFER TO ID SPECS)

TILE GROUT

35 10

20 35 5

480 50

Typical Floor Detail - Entrance

Date

CONSTRUCTION SUBMISSION

RC SLAB TO STRUCTURAL DETAILS

External Section DetailTOWER 1 LEVEL 34/TOWER 2 LEVEL 31

16.07.17

LIFT LOBBY @ SERVICE RISER THRESHOLD THRESHOLD @ SERVICE RISER

SELF-LEVELLING SCREED AS PER BS8204

FFL

IFC0

Rev

ClientCONCRETE UPSTAND

VARIES

100

45 5

BLACK MESH BEHIND THE VERTICAL BOX LOUVRES TO SCREEN THE AREAS BEHIND. PORCELAIN FLOOR TILES (REFER TO ID SPECS)

13mm GYPSUM PLASTER STRAIGHT ONTO REINF. CONCRETE- PROVIDE ALL NECESSARY KEYING TO SECURE PLASTER.

35 15

MESHS AT CORNERS 10mm PLITEQ GenieMat RST10 RESILIENT ACOUSTIC LAYER BACK TO BACK MF6 PERIMETER SELF-LEVELLING SCREED AS PER CHANNELS FRAMING END OF BS8204 TILE GROUTPLASTERBOARD BULKHEAD

DUBAI CRE SETTING MORTAR PLOT CONCRETE BED

APARTMENT

SELF-LEVELLING SCREED AS PER PORCELAIN FLOOR TILES BS8204 (REFER TO ID SPECS) TILE GROUT FFLTILE ADHESIVE 5mm THK.

DOOR FRAME

Project Title

25 20

APARTMENT

EPOXY PAINT EPOXY PAINT (REFER TO FINISH SCHEDULE) (REFER TO FINISH SCHEDULE)

- WET AREAS

10mm PLITEQ GenieMat RST10 RESILIENT ACOUSTIC LAYER LIFT LOBBY

ALUMINIUM VERTICAL BOX SECTION LOUVRES - ANODISED FINISHDOOR LEAF DARK COLOUR.

DOOR FRAME Design Consultant

CONCRETE BED

1:5

PROVIDE EDGE 5mm THK. TILE ADHESIVE REINFORCEMENT BEADS/

FFL

SETTING MORTAR

1:5

APARTMENT

DOOR LEAF

DOOR FRAME

RC SLAB TO STRUCTURAL DETAILS RC SLAB TO STRUCTURAL DETAILS

CONCRETE BEAM AND SLAB TO STRUCTURAL ENGINEER'S DETAILS

TOWER FLOOR - TYPICAL FLOOR TOWER8- TYPICAL DETAIL - 17DETAIL - 17 1:5

PORCELAIN FLOOR TILES CEILING LEVEL (REFER TO ID+3.200 SPECS)(+10/-0mm) AFFL

Project Manager

SERVICE RISER

DOOR LEAF

MARBLE GROUT

FFL MARBLE GROUT FFL NO PLASTER TO ALL CARPARK SURFACES

@ PENTHOUSE LEVEL - STAIRS FLOOR DETAIL - 2 TOWER - TYPICAL THRESHOLD THRESHOLD @ PENTHOUSE LEVEL 2 - STAIRS

VARIES

Client

BONDED SCREED Dr

200

Rev

TENDER APAS

THRESHOLD (REFER TO ID FOR SPECS)

SERVICE RISER

MARBLE FINISH MARBLE FLOOR FINISH MARBLE FLOOR FINISH (REFER TO ID SPECS) (REFER TO ID SPECS) (REFER TO ID SPECS) FLOOR SCREED 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE SELF-LEVELLING SCREED SELF-LEVELLING SCREED AS PER BS8204ACOUSTIC UNDERLAYMENT UNDER SELF-LEVELLING SCREED AS PER BS8204 SCREED SELF-LEVELLING SCREED AS PER BS8204 AS PER BS8204

CONCRETE BED

150

CD CONTRACT D

The Lagoons

FLOOR DRAIN LIFT LOBBY (REFER TO ID SPECS)

LIFT LOBBY

35 5

150

830

TILE GROUT THRESHOLD (REFER TO ID SPECS)

SETTING MORTAR

PAINTED PLASTERBOARD SUPPORTED ON METAL FIRRING SYSTEM

VARIES

MARBLE FINISH (REFER TO ID SPECS)

35 20 5 60

10 40

SETTING MORTAR SETTING MORTAR CONCRETE BED CONCRETEMF5 BEDPRIMARY CEILING SECTIONS AT 400 TO 600MM

C/C'S MAXIMUM @ PENTHOUSE LEVEL THRESHOLD THRESHOLD @ PENTHOUSE LEVEL CEILING LEVELTOWER +3.500 - TYPICAL ROOMS FIREMAN'S LOBBY FLOOR DETAIL - 1 (+10/-0mm) 1 AFFL1&LOBBY MEP/SERVICEMEP/SERVICE ROOMS & FIREMAN'S :5

VARIES

100 x 100mm REINFORCEMENT FIBRE MESH

WATERPROOFING MEMBRANE

RC SLAB TO STRUCTURAL DETAILS

Date

DOOR LEAF

SELF-LEVELLING SCREED AS PER BS8204

DOOR FRAME

THRESHOLD FFL (REFER TO ID SPECS)

16.07.17

DOOR FRAME

LIFT LOBBY

DOOR LEAF

DOOR FRAME

WET AREA

10mm PLITEQ GenieMat RST10 RESILIENT ACOUSTIC LAYER

Floor Detail - WetTYPICAL Areas@ APARTMENT / PENTHOUSE TYPICAL FLOOR ENTRANCE @ APARTMENT / AMENITYTypical - ENTRANCE

TOWER FLOOR - TYPICAL FLOOR TOWER7- TYPICAL DETAIL - 16DETAIL - 16 1:5 1:5

45 10 5 EX02 - 870 mm

10 10

35 5

60 25/07/2017 9:05:17 AM C:\Users\JulieAnnP\Documents\16149-A-A019_Main Model_JulieAnnP.rvt

25/07/2017 9:05:17 AM C:\Users\JulieAnnP\Documents\16149-A-A019_Main Model_JulieAnnP.rvt

PLASTERLIFT LOBBY

BLOCKWORK DOOR LEAF

Rev

WET AREAS

5mm TILE ADHESIVE

LIFT LOBBY STAIRS 10mm PLITEQ GenieMat RST10 RESILIENT LIFT LOBBY STAIRS THRESHOLD ACOUSTIC LAYER DOOR LEAF BLOCKWORK WALL, PLASTERED TO EXTERNAL RAINSCREEN (REFER TO ID SPECS) 200mm WIDTH EXTERIOR DOOR LEAF SELF-LEVELLING SCREED AS PERFACE ONLY TO MEET ACOUSTIC REQUIREMENTS TYPE THERMAL INSULATION THE INSIDE DOOR FRAME BS8204 (MIN 45 dB) NOTE THAT FIXINGS BETWEEN DOOR FRAME PORCELAIN FLOOR TILES AND THE REINFORCED CONCRETE SLAB TILE GROUTTHE BLOCKWORK THRESHOLD (REFER TO ID SPECS) THRESHOLD FFL SHALL BE DESIGNED STRUCTURAL ENGINEER'S DETAILS. (REFER TOTO ID SPECS) (REFER TO ID SPECS) 50 MARBLE FINISH MF5 VERTICAL CHANNELS @ EPOXY PAINT FINISH EPOXY PAINT FINISH MARBLE FINISH EPOXY PAINT FINISH EPOXY PAINT FINISH MAX.TO 400 600mm(REFER C/C'S TO ID SPECS) (REFER TO FINISH SCHEDULE) (REFER TO FINISH SCHEDULE) (REFER ID TO SPECS) (REFER TO FINISH SCHEDULE) (REFER TO FINISH SCHEDULE) 5mm THK. MARBLE ADHESIVE 5mm THK. MARBLE ADHESIVE SELF-LEVELLING SCREED DIAGONAL STRENGTHEING SELF-LEVELLING SCREED SELF-LEVELLING SCREED AS PER BS8204 BRACING WHERE REQUIRED SELF-LEVELLING SCREED AS PER BS8204 EXTERIOR FACE OF FFL AS PER BS8204 SSL / FFL AS PER BS8204 CONCRETE TO BE SSL / FFL SUPPORT ANGLE WATERPROOFED USING BITUTHENE COATING 12.5mm PLASTERBOARD BULKHEAD AND CEILING ON METAL FIRRING SYSTEM TO INTERIOR DESIGNER'S REQUIREMENTS RC SLAB TO STRUCTURAL DETAILS SETTING MORTAR SUPPORT BRACKETS TO CURTAIN RAILS BACKING ONTO WHITE RC SLAB TO STRUCTURAL DETAILS RC SLAB TO STRUCTURAL DETAILS CONCRETE BED TO PANEL RC SLAB TO STRUCTURAL DETAILS RC SLAB STRUCTURAL DETAILS PRECAST CONCRETE PAINTED MDF/ PLASTERBOARD TO INTERIOR FACADE TO FACADE ENG'S DESIGNER'S DETAILS. DETAILS 60

FFL

PORCELAIN FLOOR TILES (REFER TO ID SPECS)

WALL TILES (REFER TO ID SPECS)

5mm THK. TILE ADHESIVE

MEP/SERVICE ROOMS & MEP/SERVICE ROOMS & FIREMAN'S LOBBY FIREMAN'S LOBBY

VARIES

35 20 5 60

PRECAST CONCRETE PANEL DOOR LEAF TO SPEC EX02 AND FACADE ENG'S DETAILS. DOOR FRAME

TOWER FLOOR - TYPICAL FLOOR TOWER6- TYPICAL DETAIL - 15DETAIL - 15 1:5 6 1:5

VARIES PORCELAINEXTERNAL FLOOR TILESRAINSCREEN (REFERTYPE TO ID THERMAL SPECS) INSULATION

VARIES

THRESHOLD @ PENTHOUSE - INTERNAL AREAS Typical Floor Detail Internal THRESHOLD @ PENTHOUSE - -INTERNAL AREAS

TILE SKIRTING AS PER ID SPECIFICATION 10mm PORCELAIN TILE FLOOR on 5mm THINSET GROUT

150

APARTMENT

TOWER FLOOR - TYPICAL FLOOR TOWER5- TYPICAL DETAIL - 14DETAIL - 14 1:5 5 1:5 LIFT LOBBY

220

CONCRETE BEAM AND SLAB TO STRUCTURAL ENGINEER'S DETAILS

ALUMINIUM ANGLE - FINISH TO MATCH CURTAIN WALL MULLION

VARIES

TOWER FLOOR - TYPICAL FLOOR TOWER4- TYPICAL DETAIL - 13DETAIL - 13 1:5 4 1:5

THRESHOLD PENTHOUSE - INTERNAL AREAS THRESHOLD @ PENTHOUSE - INTERNAL AREAS Typical Floor@Detail - Threshold 20

670

@ PENTHOUSE THRESHOLD THRESHOLD @ PENTHOUSE - WET AREAS- WET AREAS TILE / MARBLE TILE / MARBLE

35 20 5 60

BONDED SCREED FILLER

SHOPDRAWINGS TO BE APPROVED BY ARCHITECT PRIOR MANIFACTURE

250

1000

BONDED SCREED FILLER

ALL DIMENSIONS TO BE CONFIRMED ON SITE.

35 5

870

ANY DISCREPANCY TO BE REPORTED TO THE ARCHITECT.

RC SLAB TO STRUCTURLAL DETAILS RC SLAB TO STRUCTURLAL DETAILS

RC SLAB TO STRUCTURLAL DETAILS CHANNEL MF6 PERIMETER RC SLAB TO STRUCTURLAL DETAILS FIXED TO CONCRETE SOFFIT

Rev.

TOWER - TYPICAL FLOOR DETAIL - 6 1:5

OTHER PROJECTS

NEST - AL JADA Location: Aljada Development, Sharjah (UAE) Client: Arada Company: Arcadia Engineering Middle East Status: Ongoing Design Responsibilities: • Site Analysis and Study • Masterplanning • Preparing conceptual Design • Planning & Modelling

Shadow at 8:00

Shadow at 13:00

Shadow at 17:00

Wind flow direction

CONCEPT DEVELOPMENT

ENVIRONMENTAL DESIGN

Keyworkers Building layout

Students Building layout

DESIGN STRATEGY

PROPOSED LAYOUTS

SARAB COMMUNITY - AL JADA Location: Aljada Development, Sharjah (UAE) Client: Arada Company: Arcadia Engineering Middle East Status: Ongoing Design Responsibilities: • Site Analysis and Study • Preparing conceptual Design • Planning & Modelling

MASTERPLAN 2 Bedroom: 54 Villas. 3 Bedroom: 62 Villas Total GFA: 179.22 SQM

GROUND FLOOR SELL. GROUND AREA =FLOOR 68.6 SQM SELL. ( 739 AREA SQFT = 68.6 ) SQM ( 739 SQFT ) FIRST FLOOR SELL. AREA FIRST=FLOOR 72.8 SQM SELL. ( 784 AREA SQFT = 72.8 ) SQM ( 784 SQFT ) TOTAL SELL. AREA = TOTAL 141.4 SQM SELL. ( 1523 AREASQFT = 141.4 ) SQM ( 1523 SQFT )

AS - PRE PLOT CONCEPT L VILLAS DESIGN - PRE CONCEPT DESIGN

2 BEDROOM OPTION 2 BEDROOM 1 OPTION 1

DA DEVELOPMENT 1006 - AL JADA DEVELOPMENT

SCALE : 1:100 @ A3SCALE : 1:100 @ A3

SHARJAH ARCADIA CLIENT:MIDDLE ARADAEAST

2 Bed Villa - Option 1 CLIENT: ARADA

3 Bed Villa - Option 1

28/06/2018

PG 02

28/06/2018

PG 02

2 Bed Villa - Option 2

3 Bed Villa - Option 2