Philip Holub - Selected Works by Philip Andrew Holub

02_Cover_GSAPP_Light5.pdf 1 12/8/2014 8:55:22 AM

2005 - 2014

CMY

Selected Projects

2005 - 2014

Philip Andrew Holub Selected Projects

Philip Andrew Holub

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Philip Andrew Holub Selected Projects 2005 - 2014

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WOHA Singapore Andagere Associates Bengaluru, India Bates Smart Architects Melbourne Office Columbia University GSAPP Intro to Architecture RMIT University Bachelor of Architectural Design University of Melbourne - VCA Bachelor of Fine Arts in Printmaking & Drawing Medium Format Photography Central Karakoram, Pakistan

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I want to leave everything as it is. I therefore neither plan nor invent; I add nothing and omit nothing. At the same time, I know that I inevitable shall plan, invent, alter, make and manipulate. Gerhard Richter

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New Cuffe Parade Wadala, Mumbai The Park Worli, Mumbai Bintan Island Resort Lagoi Bay, Indonesia Kalapathar Resort Havelock, Andaman Islands Bettadahosahalli Development Kolar, Karnataka Orrong Road Armadale Intro to Architecture Columbia GSAPP, New York Exposed Ground Castlemain Drywater Topography Melbourne CBD

The Projects

Schroder House Parkville, Melbourne Student Housing Carlton Responsive Facades Carlton Urban Interventionâ&#x20AC;&#x2122;s Greater Melbourne Indigenous Library Collingwood Printmaking & Drawing Selected Works The Karakoram Gilgit-Baltistan, Pakistan

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WOHA Singapore

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New Cuffe Parade Wadala, Mumbai, Maharashtra, India

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Large scale residential development comprises of 12 residential towers, a commercial tower, four basement levels of parking, clubhouse and recreational grounds. Once co-ordination and design development of the towers was initiated, the focus of design work transitioned to the clubhouse and recreational grounds. The 12,000sqm Clubhouse is considered the â&#x20AC;&#x2DC;crown jewelâ&#x20AC;&#x2122; of the project which upon completion is expected to house 25,000 residents. It is conceived as a Mughal Palace and pleasure ground for tower residents to take advantage of. It was initially conceived as the main entry to the development; however a height restriction change meant that two additional towers needed to flank the building so its southern entry driveway was redesigned into as a study garden.

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B15 C1

C3 B16

9600 1400

Residential Grounds The Clubhouse is linked to the rest of the development at the first floor, by ‘The Colonnade’ which protects residents from rain during the monsoon season, and an open air jogging track at the second floor. The facilities include an 800pax banquet hall, 8 hotel grade guest rooms, full restaurant and kitchen, indoor swimming pool, Puja Temple, two competition grade squash courts, 600sqm gym, full change rooms with spa and sauna, three tennis courts, multipurpose court, library, study centre, three recreational games rooms divided by age brackets and two cafes. At the centre is a four story high atrium with a 21 meter (68ft) long sky-bridge linking the two clubhouse wings. The building also houses 6 large generators and 10 transformers which are the backup power supply for the Clubhouse itself and the adjacent Towers 11 & 12.

C5 B17

C6 B18

9600

4600

3600

1 P1440

4900

C7 B19

9600 4700

9600

2 P1440

C9 B20

C10 C11

9600

C12 B21

C13 C14 B22

9600

4700

2 P1430

1 P1441

8500

2 P1441

9600

1500

4500

1 P1442

C15 P2

6700

3350

Wind Scoop

2600

9300

Terrace Cabana. Refer to P/1467 and BES drawings for details.

3350

CD CE

C23 B26

C24 B27

C25

9600

8500

4700

C26 B28

C27

9600

B29

9600

4700

8500

1 P1430

1 P1446

2 P1445

2 P1446

1 P1433

Wind Scoop

Main Pavilion Staggered glass wall. Refer BES drawings for details.

Cabana

1750

6700

4950

CG BS

Planter 3650

LL 14.630 RL 13.680

6700

6700 9300

2 P1447

LL 13.580 RL 13.080

Planter Main Pavilion

Planter

LL 14.630 RL 13.680

RL 11.23

LL 14.630 RL 13.680

Planter

Planter 1 P1448

50mm Tennis court playing surface provided by external supplier on 250mm screed. Min 1:200 Fall to linear surface drain.

2 P1432

9300

LL 15.680 RL 14.480

2 P1447

Planter LL 14.630 RL 13.680

1 P1448

4650

1 P1447

LL 13.580 RL 13.080

Planter

1000

9300

Line of terrace below

LL 15.680 RL 14.480

Planter with min 1:200 screed to fall complete with water proofing. Refer AECOM plumbing service layouts for details. Root barriers and filter membranes as per landscape designer drawing package.

1 P1447

2 P1448

2 P1482

RL 12.98

1 P1432

Handrail to Interior Designers specification

Toilet / Change

Sky Bridge

RL 14.72

RL 14.73 RL 14.72

CK BU

Typical Precast Bead Screen with 20mm opening in the center for connecting rod at 200mm C/C. Refer to P/4096 for Architectrual Details.

CL CL Roof Level

1 P1449

Tennis Courts

6700

CM 6700

CL Roof

Tennis Courts RL 14.73

Level

2 P1449

Location of operable hatch in main pavilion bead screen maintenance gangway above. Refer BES drawings for details. Typical Podium railing Type-1. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

RL 14.73

CN BW

Wind Scoop

2200

1 P1450

Wind Scoop

2 P1450

3900

Level 2 Plan

B15 C1

1 : 200

C2 C3 B16

9600 NOTES: 1400 4600 This drawing is generated by exporting files from Revit to AutoCad. Layers and graphic standards generated inthis drawings may not be accurate. To understand the correct 1 graphic standards please refer to the PDF versionP1440 of this drawings.

6700

3350 2600

9300

3350 1750

6700

4950

1 P1447

For all landscape and hardscape details, refer to landscape designer's drawing package. All Terraces to be paved with typical RG paving as per Landscape architects specification

C10 C11

P1430

2 P1443

C12 B21

3600

4500

3250

1 P1443

4800

RL 10.53

3 P1485

RL 9.47

3650

Cafe Kitchen

RL 9.47

1 P1447

6700

9300 6700

2200 3900

RL 7.380

Furniture Store RL 9.48

Terrace Cabana

LL 10.430 RL 9.480

Games Terrace RL 9.47

2 P1447

LL 11.480 RL 10.530

Planter

2 P1482

Kids Games Room RL 9.48

Games Lounge RL 9.48

Card Lounge RL 9.48

Planter LL 9.380 RL 8.730

RL 9.48

M&E / HVAC Room RL 9.48

2 P1448 1 P1432

Games Corridor

RL 9.47

Planter Office

Location of operable hatch in main pavilion bead screen maintenance gangway above. Refer BES drawings for details. 1 P1449

Guest Reception RL 9.48

LL 8.330 RL 7.830

2 P1449

Table Tennis Room RL 9.48

House Keeping

Banquet Hall RL 9.48

Banquet Toilet

Wind Scoop

Planter UP

LL 7.280 RL 6.580 1 P1404

Wind Scoop

2 P1450

1 P1405

Guest Room

Guest Suite

RL 9.48

Planter

2 P1450

RL 10.61

HVAC Area RL 9.48

2 P1483

1 P1450

2 P1449

Guest Room Corridor

Planter Typical Podium railing Type-2. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

LL 7.280 RL 6.580

2 P1484

Pre-Function Terrace

HVAC Area RL 9.48

Line of terrace above

Line of Sky Bridge above

BOH Corridor RL 9.48

Line of DG below

6000

Rev No. Revision Description Rev Date A Design & Co-ordination Changes 02.08.13 B Facade Tender Updates 30.08.13 Planter with min 1:200 screed to fall C Pre Final FDD 18.10.13 complete with water proofing. Refer D Pre Final FDD Updates 04.11.13 AECOM plumbing service layouts for E FDD Updates 21.02.14 details. Root barriers and filter 1 membranes as per landscape P1433 designer drawing package. PH 1 : 200 at A1 DRAWN BY NORTH SCALE REV PURPOSE OF DRAWING DRAWING NO. MS Glass canopy. Refer BES DATE 25Wind FEB 2014 CHECKED BY drawings for details Scoop 185 NO. FDD Typical Podium railing Type-2.JOB Refer FILE NAME C:\Users\philipholub\Documents\185 P/4035 for design details. Structural Clubhouse_philipholub.rvt specficiactions as per BES Facade DRAWING INFORMATION drawings. Top of Colonnade Tower 11 LL 11.480 Tower 11 Connection Refer to RL 10.530 T11/034 RL 10.53

RL 9.47

1 P1450

B29

3600

P1005

LL 9.380 RL 8.730

Accessible Janitor Toilet

3 P1436

B15 C1

C3 B16

9600 1400

Terrace Cabana. Refer to P/1467 and BES drawings for details.

C5 B17

C6 B18

9600

4600

3600

1 P1440

4900

9600 4700

C7 B19

12 P1431 P1430

1 P1441

Phasing C9 B20 LineC10 C11

9600

OUNDARY B 9600

SITE

9600

2 P1440

9600 4900

2 P1441

3600

6700

4500

2 P1442

Kids Swimming Colonnade Pool Refer to 9. All services, drains and overflows regarding water MEP engineer to determine the capacity, size, RL 3.78 features, swimming pools and reflection pools to be coandlocation P/2000 of all drains. RG Colonnade. Refer to WOHA's ordinated with and finalized by water consultant. series 1

1 P1435

6700

ARCHITECTS PTE LTD

4950

RL 4.23 T12/032 DESIGN 1:18 CONSULTANT

4650

RG Colonnade. Refer to WOHA's P/2000 series drawings for details.

1301 Fifth Avenue, SuiteRL 3200, 4.23 Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

ARCHITECT

STRUCTURAL ENGINEER

6700

Continuous Aluminium louvred screen with detachable bottom section to facilitate removal of equipment at DG room only. RAL7006 color to WOHA's approval. Refer BES clubhouse façade drawings for details.

1 P1445

Recreational Ground (RG)

Main Pavilion Terrace RL 4.22

1 P1480

Suite 1

RL 4.23

Line main RG staircase above. SITETECTONIX Pte Ltd.

225 North Main Street - Suit 212 06010 Bristol Connecticut USA t: 1 860 314 1115

1 #03-05/06 2 Plaza By The Park P1447Singapore P1447 189554

LIFT CONSULTANT

51 Bras Basah Road

Tower 12 Reflection Pool

Swimming Pool

LL 3.705 RL 3.555

LL 4.130 RL 2.930

RL 4.22

Juice Bar RL 4.23

CLUB HOUSE v2 OVERALL PLAN - LEVEL 1

PROJECT

DRAWING TITLE

Corridor RL 4.23

NORTH

SCALE

1 : 200

1 P1448

Theater Lobby RL 4.23

25 FEB 2014 185

DRAWN BY

REV PURPOSE OF DRAWING

DRAWING NO.

CHECKED BY 2 EP1447

P1004

FDD

1 P1482

2 P1448

Store

Squash Court RL 2.63

Admin Office

Squash Court RL 2.63

Line of Main Pavilion Cabana overhang

M&E Riser

at A1

DATE JOB NO.

Accessible FILE NAME C:\Users\philipholub\Documents\185 Janitor Clubhouse_philipholub.rvt Toilet DRAWING INFORMATION

Gym Office

Main Pavilion RL 4.23

Projection Room RL 4.23

Theater seating and stage shown as indicative only. Final layout and acoustics to be determined by interior designer and specialist audio visual consultant. Line of Structure Above

Indoor Swimming Pool RL 4.23

Planter with min 1:200 screed to fall complete with water proofing. Refer AECOM plumbing service layouts for details. Root barriers and filter membranes as per landscape designer drawing package. Rev No. Revision Description Rev Date A Design & Co-ordination Changes 02.08.13 B Facade Tender Updates 30.08.13 Store Colonnade connection C Pre Final 18.10.13 Tower 11 FDD RL 4.23 to Tower 11 D DN Refer to FDD Updates Pre Final 04.11.13 RL 4.23 E 1:18 T11/032 FDD Updates 21.02.14 Towel Bar Planter

Wind Scoop

Gym Terrace

New Cuffe Parade at Wadala, Mumbai, India

t: 65 6327 4452 f: 65 6327 8042

LANDSCAPE ARCHITECT

1 P1433

RL 3.78

Line of terrace above

Janitor

M&E ENGINEER

BARKER MOHANDAS

6000

50m Lap Pool

UP Planter LL 4.130 RL 3.080

Pool Furniture Store

RL 4.23

Cafe Kitchen RL 4.23

Suite 2

SPECTRAL SERVICES CONSULTANTS PVT. LTD.

Unit nos. 508-511. 5th floor, Dynasty Business Park 506 - 510 "MADHAVA" Bandra Kurla Complex Wing 'A', Andheri-Kurlar Rd, Chakala, Andheri (E) 59 Mumbai, India Bandra (East), Mumbai - 400 051 t: 91 22 4017 6000 Snack Bar t: 2659 2943 / 47

B29

3600

2 P1446

RG Interface Line

RL 4.22

Medical Center RL 4.23

21 P1431 P1430

Store

Planter

4900

RL 3.78

RL 5.28

Line of terrace above

C27 9600

4700

Main RG Cabana. Refer to P/1465 and BES drawings for details.

Main RG Cabana

Planter

C26 B28

9600

1 1 P1446 P1446

RL 3.78

RAMP UP

Store

Restaurant RL 4.23

2 P1432

4700

2 P1445

Reflection Pool

2 P1435

C25

9600

8500

Library Store RL 4.23

Change Room

1 P1485

Theater

Change Room 2 P1448

Gym RL 4.23

1 P1432

Tower 11 Reflection Pool

Specialist floating solid timber flooring system.

LL 3.705 RL 3.555

1750

2 P1444

C23 B26 3150. Refer P/4133 for details C24 B27

C22 9600

1500

RL 4.23 1 P1448

4950

RL 3.78

4500

1 P1434

Boundary wall Type 3 with precast coping bottom aligned to datum level

2 C19 C20 C21 B25 P1436 9600

6350

RAMP UP

Change Room

Study Garden

C18 B24

3250

UP RL 4.23

STERLING ENCINEERING CONSULTANCY SERVICES PVT. LTD.

1000

9300

Corridor ASSOCIATES / MAGNUSSON KLEMENCIC

5th floor Rahimtoola House, 7, Homji Street Fort Mumbai 400 001 t: 91 22 22651021 f: 91 22 22651018

Janitor

3650

DSP DESIGN ASSOCIATES PVT. LTD.

C17 9600

4800

1 P1444

RL 5.28

2600

WOHA

CLIENT BS

2 P1443

Lodha Excelus, Level 12, Apollo Mills Compound 29 hongkong street 1 400 011, India N.M Joshi Marg. Mahalaxmi, Mumbai 059668 Colonnade Tower 12 t:singapore P1447 65 6423 4555 f: 65 6423 4666 t: 91 22 23024400 f: 91 23024788 connection to Tower Refer to e: e: abhisheck.lodha@lodhagroup.com DNadmin@woha.net

RL 9.47

4800

Planter

3350

LODHA GROUP

Banquet Pre-Function Terrace

1 P1443

Main RG Cabana

3350 1750

Theater Courtyard

3250

RG Interface Line

P/2000 AllRL MEP andseries drawings for details. 3.78penetrations, cutouts, shafts, sumps P1480 RL 3.78 10. Location and quantity of all Restaurant and Cafe drains to be coordinated and documented by local RAMP RG Interface Line pending the appointment of kitchen kitchen equipment consultants. Combined services drawings shall be UP 2.BQ All Clubhouse Datum Levels for banding and cappingare consultant or to be fitted out by tenant. submitted for review by WOHA prior to VFC issuance. UP UP given in relation to Clubhouse Ground Floor Level RL 4.23 11. Grey fill denotesPlanter areas to be covered as part of 7. All Planter RL's given to screed at 50mm above Wind SSL. CB 4.130and or specialist tenancy 3. Clubhouse interface between RG, T11 & 12, Colonnade Interior Design LL scope Planters to have a minimum of 2 drain points each and Scoop RL 4.22 fitout RL 3.080 outside of WOHA's scope. 1:200 screed to drain points. Refer to landscape CC and B1 perimeter wall is under ongoing design coPool ordination with Structural & M&E engineer. architects details for root barrier, waterproofing and filter Furniture 12. Handrails not shown at this scale to maintain drawing membrane information. 4. All MEP services and Substation Equipment shown on clarity. Refer to detail staircase plans for handrail Store Restaurant Terrace CD architectural layouts are indicative and shall be subjected 8. For all landscape and hardscape details, refer to information. RL 4.22 Outdoor RL 4.23 designer's to coordination with the consultants and contractors. Any Store landscape drawing package. All Terraces to Kids Pool Furniture CE proposed adjustments to placement and routing of be paved with typical RG paving as per Landscape Snack Bar Store services that may have implications on the architectural architects specification RL 4.23 BR design intent shall be consulted with WOHA for approval RL 3.78 Line of terrace above prior to VFC issuance 6.

C16 B23

P1436

9600

6350

Phasing Line

NOTES:

AutoCad. Layers and graphic standards generated inthis drawings may not be accurate. To understand the correct graphic standards please refer to the PDF version of this drawings.

RL 3.63

C151 P2

C13 C14 B22 9600

1500

1 P1442

1 : 200

CA This drawing is generated by exporting files from Revit to

9300

C12 B21

9600

4700

Level 1 Plan

Tennis court fence MS expanded mesh to WOHA's approval with HD Glavanized steel frame both coated in Natural Grey MIO. Refer to BES façade drawings for structural framing setout, dimensions and details.

RL 14.73

CLUB HOUSE v2 LL 8.330 PLAN - LEVEL 2 OVERALL DRAWING TITLE

RL 9.47

Pre- Function Garden

Cafe Store

C27 9600

4900

2 P1446

RG Colonnade. Refer to WOHA's P/2000 series drawings for details.

LL 10.430 RL 9.480

Handrail to Interior Designers specification

M&E Riser

RL 9.47

MS II

Main Pavilion bead screen. Refer to P/1473 and BES drawings for details.

Tennis Courts

LL 6.230 RL 5.280

2 P1447

1 2 P1448 P1448

Planter LL 9.380 RL 8.730

RL 9.48

Serving Counter

C26 B28

9600 4700

1 P1430

1 P1446

2 P1445

RL 9.48

Banquet Pre-Function RL 9.48

Store

1 P1403

C25

9600

RL 11.23

9300

Planter LL 10.430 RL 9.480

C24 B27 9600

4700

Main Pavilion

Planter

1 P1449

2 P1431

C23 B26

9600

MS Glass canopy above. Refer BES drawings for details

Banquet Hall

Serving Counter

C22

8500

1 P1445

Cabana

Banquet Prep Area

Concrete Pavers on screed to fall. Color and type to be approved by WOHA.

RL 22.13

2 P1444

Typical Podium railing Type-2. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

Furniture Store

Cafe Lounge RL 9.48

RL 9.48

Main Pavilion

C21 B25

1500

RL 9.48

Planter

2 P1432

RL 14.73

2 P1445

C19C20

4500

LL 10.930 RL 10.780 LL 6.230 RL 5.280

Line of terrace above Location of operable hatch in main pavilion bead screen maintenance gangway above. Refer BES drawings for details.

Planter LL 10.430 RL 9.480

1 P1448

RC ledge and all exposed surfaces at Main Pavilion roof excluding concrete pavers to be painted RAL7006.

6350

2 P1446

2 P1435 Cabana

LL 10.430 RL 9.480

Cafe Terrace

1 P1446

9600

3250

1 P1444

1 P1480

Planter

Egg crate Trellis over indoor swimming pool, with Nylon suspension bird netting to WOHA approval. Refer BES drawings for structural details and specifications.

C18 B24 9600

4800

2 P1443

Retractable Partition Wall

Main Pavilion roof access. Penetration in slab with 300H perimiter RC pardi wall fitted with weather tight stainless steel hatch.

C17

1 P1445

Phasing Line 1 P1435

12. Handrails at this scale Typicalnot RGshown Windscoop. Refer to to maintain drawing clarity. Refer tofordetail staircase plans for handrail P/4100-10 architectrual design information. intent. Refer to structural engineers drawings for details.

Wind Scoop

50mm Tennis court playing surface provided by external supplier on 250mm screed. Min 1:200 Fall to linear surface drain.

C16 B23

9600

6350

2 P1442

1 P1442

P1441

C15 P2

9600

1500

RG Colonnade. Refer to WOHA's P/2000 series drawings for details.

2 P1436

2 P1444

1 P1444

C13 C14 B22

9600 4900

10. Location and quantity of all Restaurant and Cafe kitchen equipment pending the appointment of kitchen consultant or to be fitted out by tenant. RG Colonnade. Refer to WOHA's 11. Grey P/2000 fill denotes tofor bedetails. covered as part of series areas drawings Interior Design scope and or specialist tenancy fitout outside of WOHA's scope.

LL 9.130 RL 9.080

1000

9300

All Planter RL's given to screed at 50mm above SSL. Planters to have a minimum of 2 drain points each and 1:200 screed to drain points. Refer to landscape architects details for root barrier, waterproofing and filter membrane information.

C9 B20

9600

All services, drains and overflows regarding water features, swimming pools and reflection pools to be co2 ordinated with and finalized by water consultant. 2

4700

1750

4950

6700

P1441 and AllP1440 MEP penetrations, cutouts, shafts, sumps drains to be coordinated and documented by local consultants. Combined services drawings shall be submitted for review by WOHA prior to VFC issuance.

Cafe Lounge

4650

9600

MEP engineer to determine the capacity, size, andlocation of all drains.

Top of Colonnade connection to Tower 12 Planter

Tower 12 Refer to T12/034

C7 B19 9600

9600

1 P1443

2 P1442

LL 9.380 Typical Podium railing Type-2. Refer LL 9.380 RL 5.28 RL 5.28 RL 8.880 P/4035 for design details. Structural RL 8.880 specficiactions as per Facade ENCINEERING STERLING ASSOCIATES / BES SPECTRAL SERVICES SITETECTONIX Pte Ltd. UP CONSULTANTS PVT. LTD. BARKER MOHANDAS W O H A A R C H I T E C T S P T E L T D DSP DESIGN ASSOCIATES PVT. LTD. MAGNUSSON KLEMENCICdrawings. New Cuffe Parade at UP CONSULTANCY SERVICES PVT.LL LTD. Business Park 225 North Main Street - Suit 212 51 Bras Basah Road Top of 5th floor Rahimtoola House, 7, Homji Street 1301 Fifth Avenue, Suite 3200, LL 8.330 LL 10.430 8.330 Unit nos. 508-511. 5th floor, Dynasty LL 8.330 29 hongkong street Main Terrace Fort Mumbai 400 001 Seattle, WA 98101-2699 06010 Bristol #03-05/06 Plaza By The Park Wadala, Mumbai, singapore 059668 506 - 510 "MADHAVA" Bandra Kurla Complex RL 7.380 RL 9.480 RL 7.380 Wing 'A', Andheri-Kurlar Rd, Chakala, RL 7.380 India Colonnade RLSingapore 9.47 189554 t: 65 6423 4555 f: 65 6423 4666 t: 91 22 22651021 f: 91 22 22651018 d: 206 215 8234 t: 206 292 1200 f: 206292 1201ReferBandra Andheri (E) 59 Mumbai, India Connecticut LL USA 10.430 LL 10.430 (East), Mumbai - 400 051 Terrace Cabana. to P/1467 and e: admin@woha.net w: www.mka.com t: 91 22 4017 6000 t: 1 860 314 t: 65 6327 4452 f: 65 6327 RL1115 9.480 t: 2659 2943 / 47 RL8042 9.480 BES drawings for details. DESIGN CONSULTANT ARCHITECT STRUCTURAL ENGINEER M&E ENGINEER LIFT CONSULTANT LANDSCAPE ARCHITECT PROJECT RL 9.47 RL 9.47 UP UP LL 11.480 LL 11.480 Line of Main Pavilion bead screen RL 10.530 RL 10.530 UP above Terrace LL 10.430 LL 10.430 LL 10.430 LL 10.430 LL 9.380 LL 9.380 Cabana RL 9.480 RL 9.480 RL 9.480 RL 9.480 RL 8.880 RL 8.880

C6 B18 9600

1 P1434 1 P1436

1 P1442

2 P1441

1 P1431

C5 B17

4700

All MEP services and Substation Equipment shown on architectural layouts are indicative and shall be subjected to coordination with the consultants and contractors. Any proposed adjustments to placement and routing of services that may have implications on the architectural BQ design intent shall be consulted with WOHA for approval prior to VFC issuance

4900

All Clubhouse Datum Levels for banding and cappingare given in relation to Clubhouse Ground Floor Level RL 4.23

C4 9600

3600

3.BP Clubhouse interface between RG, T11 & 12, Colonnade and B1 perimeter wall is under ongoing design coCA ordination with Structural & M&E engineer. 4.

1 P1441

2 P1440

Phasing Line

BOUNDARY

SITE 1 P1440

1 P1407

1 P1406

3 P1436

2 P1450

525x525mm penetration in slab into weatherproof concrete dog box with draining top accessable maintenance pit for transfer of tennis court light cables from level 1.

1 P1449

Tower 12 DG Room RL 2.68

6700

Reflection pool pebble bed overflow drain as per Sitectonix typical landscape details.

Guest room escape alcove

150mm MS plate screen @ 150 C/C with cross brace at Datum Line 2100 coated in Natural Grey MIO. Refer to BES drawings for details

RL 4.23

Restaurant Office

Mechanical Vent. Shaft 11

Staff Toilet

Janitor

Staff Room RAMP RL 3.78 UP Security

Dry Store Cold Store Wet Store

LT Panel Room RL 2.68

Meter Room RL 2.68

1 P1450

RAMP UP

DG 1

DG 2

HT Panel Room RL 2.68

Banquet Escape Stair

DG 3 Service Lift

RL 4.23

Theater UP Courtyard RL 3.78

Group Excercise Room RL 4.23

Planter 1 P1449

2 P1449

Mechanical Vent. Shaft 19

RL 4.22

Library Terrace RL 4.22 Planter

Wind Scoop

UP Study Garden RL 3.78 1 P1450

UP 1 P1401

Planter

Wind Scoop

2 P1450

Lawn

Lawn RL 3.78

1 P1483

RG Interface Line

3 P1436

T12 Transformer & DG Access Area

Rectangular. Manhole cover to cylindrical sewer. See M&E engineers details

SITE 1 P1440

2 P1440

Extent of Basement Level 1 Below

RL 3.78

1 P1431

1 P1441

2 P1449

Guest room escape stair alcove

Fire engine Ramp

RAMP UP 1:12.5 RL 3.18

T5 DG 1

RL 2.68

DG 2

2 P1450

DG 3 RAMP UP 1:13.2

T11 Transformer DG Access Area RL 3.63

RL 3.78

1 P1486

Phasing FHC Line

1 P1436

2 P1436

BOUNDARY

1 P1402

FHC

RL 3.63

FHC

Garbage Area

Planter

Sauna Sauna Steam UP Mechanical Vent. Shaft 22

1 P1488

RL 2.68

PS09

RAMP UP 1:13.7 1 P1400

Steam

Meter Room RL 2.68

PS11

Overall 3D View B

LT Panel Room RL 2.68

HT Panel Room

Tower II Transformer Room

DN T2

Gym Store & Office

1 P1484

Line of terrace above

Planter

RL 4.22

Green Room RL 3.78 Mechanical Vent. Shaft 13

Tower 12 Transformer Room

RL 3.78

RL 2.88

Theater Stage RL 3.78

Furniture Store

Planter

1 P1434

RG Interface Line

Restaurant Store

9300

Reflection pool between Tower & Clubhouse with edge details as per Landscape archietcts design. Refer water consultants drawings for technical details.

6700

Tower 11 Reflection Pool

2200

RL 3.63

Restaurant Kitchen

3900

T11 Transformer/DG Access Area

Library & Business Center

RL 4.22

RL 3.18

C22 9600

1500

1 P1445

Maintenance gangway coated with Natural Grey MIO. Refer to BES clubhouse façade drawings for structural framing setout, dimensions and details. Location of operable hatch in main pavilion bead screen maintenance gangway above. Refer BES drawings for details.

Fountain as per landscape designers specifications to be co-ordinated with water consultant. Final design to be approved by WOHA.

4500

2 P1444

6700

Typical RG Windscoop. Refer to P/4100-10 for architectrual design intent. Refer to structural engineers drawings for details.

6350

Phasing Line

Lodha Excelus, Level 12, Apollo Mills Compound N.M Joshi Marg. Mahalaxmi, Mumbai 400 011, India t: 91 22 23024400 f: 91 23024788 CD e: abhisheck.lodha@lodhagroup.com

Louvered roller door to transformer area to M&E engineers specification. Color to be approved by WOHA.

C19 C20 C21 B25 9600

3250

1 P1444

LODHA CC GROUP

Continuous Aluminium louvred screen. RAL7006 color to WOHA's approval. Refer BES clubhouse façade drawings for details.

C18 B24 9600

9600

2 P1443

CLIENT

T12 DG/Transformer Access Area

C17

4800

3250

1 P1443

Tennis Courts

C16 B23

4800

6350

2 P1442

1 P1446 2 P1441

1 P1442

2 P1442

1 P1443

2 P1443

1 P1444

1 P1474

2 P1444

1 P1445

2 P1445

2 P1431

2 P1446

Ground Level Plan 1 : 200

folio pt2 20140813.indd 6

Rev No.

NOTES: This drawing is generated by exporting files from Revit to AutoCad. Layers and graphic standards generated inthis drawings may not be accurate. To understand the correct graphic standards please refer to the PDF version of this drawings.

All Clubhouse Datum Levels for banding and cappingare given in relation to Clubhouse Ground Floor Level RL 4.23

Clubhouse interface between RG, T11 & 12, Colonnade and B1 perimeter wall is under ongoing design coordination with Structural & M&E engineer.

Revision Description 4.

MEP engineer to determine the capacity, size, andlocation of all drains.

All MEP penetrations, cutouts, shafts, sumps and drains to be coordinated and documented by local consultants. Combined services drawings shall be submitted for review by WOHA prior to VFC issuance.

For all landscape and hardscape details, refer to landscape designer's drawing package. All Terraces to

Rev Date

All MEP services and Substation Equipment shown on architectural layouts are indicative and shall be subjected to coordination with the consultants and contractors. Any

All services, drains and overflows regarding water features, swimming pools and reflection pools to be coordinated with and finalized by water consultant.

10. Location and quantity of all Restaurant and Cafe kitchen equipment pending the appointment of kitchen consultant or to be fitted out by tenant. 11. Grey fill denotes areas to be covered as part of Interior Design scope and or specialist tenancy fitout outside of WOHA's scope. 12. Handrails not shown at this scale to maintain drawing clarity. Refer to detail staircase plans for handrail information.

Rev No. A B

3/2/2015 11:03:07 AM

Revision Description Design & Co-ordination Changes Facade Tender Updates

Rev Date 02.08.13 30.08.13

Main Pavilion bead screen. Refer to P/1473 and BES drawings for details.

Typical RG Windscoop. Refer to P/4100-10 for architectrual design intent. Refer to structural engineers drawings for details.

Tennis Courts

Tennis court fence MS expanded mesh to WOHA's approval with HD Glavanized steel frame both coated in Natural Grey MIO. Refer to BES faรงade drawings for structural framing setout, dimensions and details.

RC ledge and all exposed surfaces at Main Pavilion roof excluding concrete pavers to be painted RAL7006.

RL 14.73

T12 Reflection Pool

Concrete Pavers on screed to fall. Color and type to be approved by WOHA.

Tennis Court planter pardi wall to structural engineers specifications painted RAL7006 on all visible surfaces above Datum 10500.

Main Pavilion roof access. Penetration in slab with 300H perimiter RC pardi wall fitted with weather tight stainless steel hatch.

Study Garden

Main Pavilion RL 22.13

525x525mm penetration in slab into weatherproof concrete dog box with draining top accessable maintenance pit for transfer of tennis court light cables from level 1. 150mm MS plate screen @ 150 C/C with cross brace at Datum Line 2100 coated in Natural Grey MIO. Refer to BES drawings for details

RL 9.47

RL 4.22

Tennis Courts RL 14.73

RL 9.47

RL 4.22

RL 9.47

Tower 11 Reflection Pool RL 3.78

RL 4.22

Main RG Cabana. Refer to P/1465 and BES drawings for details.

Overall 3D View A

Terrace Cabana. Refer to P/1467 and BES drawings for details. Planter with min 1:200 screed to fall complete with water proofing. Refer AECOM plumbing service layouts for details. Root barriers and filter membranes as per landscape designer drawing package. RG Colonnade. Refer to WOHA's P/2000 series drawings for details.

Opp. Page bottom left: 3D showing rear M&E elevation of clubhouse Opp. Page top to bottom: Rooftop Level Second Floor First Floor Above: Annotated 3D of clubhouse front elevation used to explain the main form and features of project to the client, onsite contractors and consultants.

Rev No.

folio pt2 20140813.indd 7

3/2/2015 11:03:20 AM

Schematic Development This project provided the unique opportunity to see a building through from its very initial conception through to its construction. The addition of two towers to the development at a very late stage had a significant design impact and threw up a whole range of technical and engineering issues. The Clubhouse was conceived as a continuous and holistic element of the main recreational grounds in front of it. One of the biggest challenges of the project was to maintain the amenities and design integrity, whilst meeting the stringent car park and housing density requirements outlined by the client. The building and grounds went through a variety of hand drawn sketch options, before entering Autocad and subsequently Revit documentation.

folio pt2 20140813.indd 8

3/2/2015 11:03:23 AM

Tower 5

Tower 9

Tower 7

Colonnade

Tower 2

Tower 1

Tower 12

Tower 11

Comercial Tower

Opp. Page top to bottom: Early schematic drawings prior to tower 11 & 12 additions Top Left: Schematic drawing after the addition of towers 11 & 12 Bottom: Long sketch elevation of main recreational ground facing elevation.

RG & CLUBHOUSE GROUND FLOOR PLAN

DECEMBER 2012

folio pt2 20140813.indd 9

SK1145

3/2/2015 11:03:32 AM

Production and Execution The Clubhouse sits on four storeys of basements which are the home to approx. 9000 car parks. It was a major challenge to provide adequate clearance for vehicles under beams supporting many planters and set downs throughout the building. The ability to model the building in Revit and co-ordinate visually the various beam depths and transitions proved to be the most advantageous aspects of the whole BIM process. The car park beneath provides a uniform structural grid, however transfers were unavoidable, especially in areas of high architectural priority such as the stepping planter staircase and the Main Pavilion. The documentation parcels were complimented with annotated 3D drawing packages to aid the contractors and consultants in understanding of the building form and design language.

folio pt2 20140813.indd 10

3/2/2015 11:03:43 AM

Main Pavilion Roof RL 22.13

Cafe Terrace RL 9.47

Typical Podium railing Type-1. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings. Typical Podium railing Type-2. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

RL 9.47

RL 6.33

RL 7.38

RL 4.22

MS Glass canopy. Refer BES drawings for details

RL 5.28

RL 3.78

Restaurant Terrace RL 3.78

Planter with min 1:200 screed to fall complete with water proofing. Refer AECOM plumbing service layouts for details. Root barriers and filter membranes as per landscape designer drawing package.

RL 4.22

Main RG staircase. Refer P/1480 for details Typical podium free standing SS Handrail Type-6. Refer to P/4036 for design intent drawings. Refer to BES clubhouse facade drawings for technical specifications. Typical podium side mounted railing Type-5. Refer P/4035 for details Main RG Cabana. Refer to P/1465 and BES drawings for details.

Main RG Stair 3D View A

LODHA GROUP

folio pt2 20140813.indd 11

Opp. Page top: Coloured elevation of recreational ground facing faรงade, showing impression of landscaping. Opp. Page bottom: 3D section through Main Pavilion Above Left and Right: 3D detail of Main Pavilion Stairs and planters, leading up to second floor from recreational ground. Left: 3D Section through musical theatre set down.

DSP DESIGN ASSOCIATES PVT. LTD.

MAGNUSSON KLEMENCIC ASSOCIATES /

Lodha Excelus, Level 12, Apollo Mills Compound N.M Joshi Marg. Mahalaxmi, Mumbai 400 011, India t: 91 22 23024400 f: 91 23024788 e: abhisheck.lodha@lodhagroup.com

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

5th floor Rahimtoola House, 7, Homji Street Fort Mumbai 400 001 t: 91 22 22651021 f: 91 22 22651018

1301 Fifth Avenue, Suite 3200, Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

CLIENT

DESIGN CONSULTANT

ARCHITECT

STRUCTURAL ENGINEER

WOHA

ARCHITECTS PTE LTD

STERLING ENCINEERING CONSULTANCY SERVICES PVT. LTD.

506 - 510 "MADHAVA" Bandra Kurla Complex Bandra (East), Mumbai - 400 051 t: 2659 2943 / 47

Main RG Stair 3D V

SPECTRAL SERVICES CONSULTANTS PVT. LTD.

BARKER MOHANDAS

SITETECTONIX Pte Ltd.

Unit nos. 508-511. 5th floor, Dynasty Business Park Wing 'A', Andheri-Kurlar Rd, Chakala, Andheri (E) 59 Mumbai, India t: 91 22 4017 6000

225 North Main Street - Suit 212 06010 Bristol Connecticut USA t: 1 860 314 1115

51 Bras Basah Road #03-05/06 Plaza By The Park Singapore 189554 t: 65 6327 4452 f: 65 6327 8042

LIFT CONSULTANT

LANDSCAPE ARCHITECT

M&E ENGINEER

3/2/2015 11:04:02 AM

Ne Wa

PROJ

BP CA

BQ CB 6700

CE BR

2600

3350

BS CG

1750

4950

CH P6 3650

BT CJ

1000

4650

BU CL

4950

BV CM

1750

CN BW

9300

6700

2200

3900

CB3

Top of Main Pavilion

Tennis Court planter pardi wall to structural engineers specifications painted RAL7006 on all visible surfaces above Datum 10500.

3375

RL 23.13 m

Tennis Court Datum Line ME1

TD1 P1550 RL2

WL2.

Typical podium side mounted railing Type-5. Refer P/4035 for details

Banquet Pre-Function

TD4 P1550

WL2.

Pool Furniture Store

WL2.

N/V

Corridor

TD10 P1550

N/V

Theater Lobby

Snack Bar

TD9 P1550

M/V

Open To Air

HVAC Area

M/V

Coloured glass fixed window. Refer P/4016 and BES drawings for details. Mirrored in Banquet Pre Function area and Guest room Reception.

Open to Air

LV1

Theater

FD1 P1551

N/V

Banquet Toilet

CL2

Line or retractable cinema screen as per specialist consultants specifications Theater soundproof parition cavity wall to interior designers specifications

Projection Room A/C

Typical RG precast component steps. Refer to P/4020 for details

Continuous Aluminium louvred screen. RAL7006 color to WOHA's approval. Refer BES clubhouse façade drawings for details.

SG9

RL1

Planter

CB1

SG10 TD2 P1550

TD1 P1550

Performance Stage

A/C

Mechanical Vent. Shaft 13

Green Room A/C

Tower 12 Transformer Room

T12 DG/ Transformer Access area

M/V

WL3.

Typical podium free standing SS Handrail Type-6. Refer to P/4036 for design intent drawings. Refer to BES clubhouse facade drawings for technical specifications.

Opening shown as indicative only. Final details & layout to be developed by Interior Designer.

Louvered roller door to transformer area to M&E engineers specification. Color to be approved by WOHA. Theater seating and stage shown as indicative only. Final layout and acoustics to be determined by interior designer and specialist audio visual consultant. Line of basement shore pile. Refer to Structural engineer's drawings for details

TD8 CH-1550

400mm Ø Structural column as per structural engineer's specification.

RL -0.40 m

Projector Room equipment shown as indicative only. Final layout to be determined by specialist audio visual consultant. BR CE

Cross Section E CC

CD 2600

3350

BS CG

1750

4950

CH P6

3650

1000

BT CJ 4650

CK 4950

BU CL 1750

9300

200

6700

WL2.

2200

300

600 300

Precast Bead top capping C/W steel threading to receive connector rod. Finish and colour to WOHA's MATERIALS: specification. Refer to P/4096 for Emulsion paint on wall WL1. Architectural Details. texture on off-form concrete WL2. Pebble bedSpray as per WOHA's specification on Min 1:200 screeded Trowel finish textured wall WL3. fall to FW. NOTES: Min 75mm Ø drain pipe cast in and drawing taken out through CHS 1.concrete This is generated by exporting files column to drainage pipes. Refer from Revit to AutoCad. Layers and graphic AECOM drawings for drainage details. standards generated in this drawings may not be 600mm x 400mm Beam accurate. To understand the correct graphic Typical 20x20 continuous drip profile. standards refer to the PDF version of this Provide to all externalplease facing façade drawings. openings.

3900

FALL

ST17

TD1 P1550

HD Galvanized steel frame coated

2675

A/C

TD9 P1550

Corridor N/V

Theater Lobby N/V

TD11 P1550

350

RL 10.53 m

TD10 P1550

RL 3.78 m 4175

Datum Line 5250

Level 1

Planter

RL 9.48 m

800

Level B1

Wind Scoop

Study Garden Typical RG precast component steps. Refer to P/4020 for details

as per Interior Designers specification.

Groove castinterface into RC beambetween RG, T11 &12, 7.50x50mm Clubhouse and B1 perimeter wall is under TypicalColonnade RG precast component steps. Refer ongoing to P/4020 for details design co-ordination with Structural & M&E engineer.

WL3.

FD4 P1551

Above: Key section through theatre set down, main recreational ground stair and tennis court 2 Cross Section F green wall fence. Right: Section through second floor cabana

beyond. Refer to AECOM drawings for

andMEP specifications. 6.detailsAll penetrations, cutouts, shafts, sumps, Proposed line oftocabana Banquette drains be coordinated and documented by Lounge seating. To be determined by local consultants. Combined services drawings Interior Designer. shall be submitted for review by WOHA prior to 175mm Thk RC slab with 50mm finish VFC issuance.

Terrace Cabana

SG3

Theater Courtyard

125

450

1050

Ground Floor Level

Medical Center

450

2 P1500

5.ledge.All MEP services and Substation Equipment Refer to lighting consultants shown on architectural layouts are indicative specifications. shallperimiter be subjected Boxedand up cabana ledge with to coordination with the finish consultants to be determined by Interior and contractors. Any proposed Designer. Up-lighting withtoconcealed adjustments placement and routing of conduits as per lighting services thatconsultants have may haveimplications on the specifications. architectural design intent shall be consulted Line ofwith min 75mm Ø drain WOHA forpipe approval prior to VFC issuance.

Boundary wall Type 3 with precast coping bottom aligned to datum level 3150. Refer P/4133 for details

WL2.

800

WL2.

Podium Datum Line

975

5250

Datum Line 6300

WL2.

2050

Planter

Main RG Cabana

Main RG Cabana. Refer to P/1465 and BES drawings for details.

RL1

Planter

fixtures with concealed conduits to be centered on cabana perimiter box

Typical Podium railing Type-2. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

Basement Escape Stair PS09

Min 35mm thk Stone decking on

Line of basement shore pile. Refer to Structural engineer's drawings for details

pedestal system (Buzonillustrate or 8.proprietary All facade drawings the architectural equivalent) on concrete as per design intentstumps of assembly of all clubhouse typicalfacade Sitetectonix RG details. components. Refer to Facade Engineers 975mm x 400mm Upstand documents for Beam details, schedules & Typicalspecifications. 20x20 continuous drip profile along 740

WL2.

Planter

CB1

RL 9.48 m

1 P1504

TD4 P1550

WL2.

Architectural Details."

Precast Beadbeyond Screen withthe RG interface line, refer to 4.TypicalFor areas 20mmlandscape opening in the center for architect's drawing package for connecting rod at 200mm C/C. Refer details. All Terraces to be paved with typical RG to P/4096 for Architectrual Details. stone paving as per landscape architects layout Provision up-lighting andfor cabana specification.

150

RL1

Planter

(2EQ Risers, R=175)

1 P1466

Datum Line 7350 SG9

SG17 TD1 P1550

1050

Level 1

Planter with min 1:200 screed to fall complete with water proofing. Refer AECOM plumbing service layouts for details. Root barriers and filter membranes as per landscape designer drawing package.

350

Typical Podium railing Type-1. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

Grey Micaceous Iron 3.with Natural All Planter RL's given to screed at 50mm above OxideSSL. to support cabana bead Planters to have a minimum of 2 drain system. Finish and colour as per points eachRefer andto1:200 WOHA's specification. BES screed to drain points. Refer to drawings landscape architects details for root clubhouse façade for barrier, structural framingwaterproofing setout, dimensions and filter membrane and details. Refer to P/4096 for information.

Typical Podium railing Type-1. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

Tennis Court Bridge

MD1 P1551

2.with Natural All Clubhouse 'Datum Levels' for horizontal Grey Micaceous Iron Oxide.banding Refer to structural engineer's are given in relation to and capping drawings for details & specification. Clubhouse Ground Floor Level RL 4.23

350

Main Pavilion bead screen. Refer to P/1473 and BES drawings for details.

350mm Ø Steel CHS column coated

Site Boundary

1 P1472

800

Datum Line 8400

edge of Terrace Cabana overhang.

RL -0.40 m

2100

250

Rev Precast Bead bottom capping C/W No. Revision steel threading to receive connector Description and colour&toCo-ordination WOHA's A rod. FinishDesign Changes specification. Refer to P/4096 for B Architectural Facade Details. Tender Updates C Min 1:200Pre Final screed to FWFDD and 50mm Ø holes Final in the upFDD stand beam D drainage Pre Updates as required. Refer to AECOM E drawingsFDD Updates for drainage layout.

2100

Datum Line 4200

1 : 125

Rev Date 02.08.13 30.08.13 18.10.13 04.11.13 21.02.14

LODHA GROUP

WOHA

DSP DESIGN ASSOCIATES PVT. LTD.

MAGNUSSON KLEMENCIC ASSOCIATES /

Lodha Excelus, Level 12, Apollo Mills Compound N.M Joshi Marg. Mahalaxmi, Mumbai 400 011, India t: 91 22 23024400 f: 91 23024788 e: abhisheck.lodha@lodhagroup.com

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

5th floor Rahimtoola House, 7, Homji Street Fort Mumbai 400 001 t: 91 22 22651021 f: 91 22 22651018

1301 Fifth Avenue, Suite 3200, Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

CLIENT

DESIGN CONSULTANT

ARCHITECT

STRUCTURAL ENGINEER

ARCHITECTS PTE LTD

STERLING ENCINEERING CONSULTANCY SERVICES PVT. LTD. 506 - 510 "MADHAVA" Bandra Kurla Complex Bandra (East), Mumbai - 400 051 t: 2659 2943 / 47

SPECTRAL SERVICES CONSULTANTS PVT. LTD.

BARKER MOHANDAS

SITETECTONIX Pte Ltd.

Unit nos. 508-511. 5th floor, Dynasty Business Park Wing 'A', Andheri-Kurlar Rd, Chakala, Andheri (E) 59 Mumbai, India t: 91 22 4017 6000

225 North Main Street - Suit 212 06010 Bristol Connecticut USA t: 1 860 314 1115

51 Bras Basah Road #03-05/06 Plaza By The Park Singapore 189554 t: 65 6327 4452 f: 65 6327 8042

LIFT CONSULTANT

LANDSCAPE ARCHITECT

M&E ENGINEER

New Cuffe Parade at Wadala, Mumbai, India PROJECT

CLUB HOUSE v2 CROSS SECTIONS - SHEET 3 OF 7 DRAWING TITLE

NORTH

SCALE

1 : 125

DATE

25 FEB 2014

JOB NO.

185

at A1

DRAWN BY CHECKED BY

FILE NAME C:\Users\philipholub\Documents\185 Clubhouse_philipholub.rvt DRAWING INFORMATION

1350mm xDRAWING 400mm Beam NO.

Typical 75 x 75mm precast datum band with bottom aligned to datum level. Refer P/4008 for details

P1442

Moisture resistant ceiling board

REV PURPOSE OF DRAWING

FDD

Datum Line 3150

folio pt2 20140813.indd 12

400

75 150

2025

MD1 P1551

75 50 175 50

3375 5025

19350

4200

200

600

CP1950

CN BW

Access doors to Main Pavilion bead screen gangway

Min 35mm thk Stone decking on proprietary pedestal system (Buzon or equivalent) on concrete stumps as per typical Sitetectonix RG details.

Podium Datum Line

200

750

600

Datum Line 9450

RL 19.76 m

Level 2

200

Bead Setout CL

150

CB3

Top of Main Pavilion

RL 23.13 m

RL 14.73 m

400

2700

BV CM

3350

CE BR

150 75

1550

450

6700

RL 4.23 m Colonnade Level

1750

1550

BQ CB

Design Language Various design elements that are repeated throughout the development, such as bead screens, filigree ‘jali’ screens and precast GRC banding were first developed as part of the clubhouse and later proliferated throughout the project as part of an all-encompassing ‘component package’. This approach helped maintain design continuity and provided a manageable detail design development platform for façade consultant co-ordination. RL 10.53 m

400 600

BP CA

Tennis Court Datum Line

1750 150 75

1 : 125

740

Datum Line 18900 Datum Line 17850 Datum Line 16800 Datum Line 15750 Datum Line 14700 Datum Line 13650 Datum Line 12600 Datum Line 11550 Datum Line 10500 Datum Line 9350 Datum Line 8300 Datum Line 7250 Datum Line 6200 Datum Line 5250 Datum Line 4200 Datum Line 3150 Datum Line 2100 Datum Line 1050 Datum Line 0000

Boundary wall Type 3 with precast coping bottom aligned to datum level 3150. Refer P/4133 for details Extent of Transformer/DG. Refer to M&E Engineers drawings for details. Continuous Aluminium louvred screen with detachable bottom section to facilitate removal of equipment at DG room only. RAL7006 color to WOHA's approval. Refer BES clubhouse façade drawings for details.

2675

4175

Level B1

Linear surface drain 300w x 300d Screeded 1:200 fall to FW Refer to M&E Engineers drawings for details.

WL2.

2 P1501

SG17

Recreational Ground

RL 3.78 m

WL2.

2 P1506

Planter

Typical Podium railing Type-2. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

Ground Floor Level RL 4.23 m Colonnade Level

Tennis Courts

TD1 P1550

5250

RL 9.48 m

3 P1501

975

1050

Level 1

Planter Planter

450

19350 4200

Podium Datum Line RL 10.53 m

MD1 P1551

1050

5025

Level 2

Site Boundary

ST17

Main Pavilion bead screen. Refer to P/1473 and BES drawings for details.

RL 14.73 m

ME1

150

ME1

125

MD1 P1551

10 75 50 175 50

RL 19.76 m

450

Datum Line 18900 Datum Line 17850 Datum Line 16800 Datum Line 15750 Datum Line 14700 Datum Line 13650 Datum Line 12600 Datum Line 11550 Datum Line 10500 Datum Line 9450 Datum Line 8400 Datum Line 7350 Datum Line 6300 Datum Line 5250 Datum Line 4200 Datum Line 3150 Datum Line 2100 Datum Line 1050 Datum Line 0000

3350

3/2/2015 1:04:28 PM

Bead Setout CL

C6 B18 150 75 200

Bead Setout CL

200

C6 B18

1950 600 200

1950

400 200

750 200

400

1550

400

75 150

600

1200

200

150 75

75 150

2700 750

400

200

Bead Setout CL

1 P1468

200

1 P1468

Precast Bead top capping C/W steel threading to receive connector rod. Finish and colour to WOHA's specification. Refer to P/4096 for Architectural Details.

200

75 150

Typical Precast Bead Screen with 20mm opening in the center for connecting rod at 200mm C/C. Refer to P/4096 for Architectrual Details.

400

600

400

HD Galvanized steel frame coated with Natural Grey Micaceous Iron Oxide to support cabana bead system. Finish and colour as per WOHA's specification. Refer to BES clubhouse façade drawings for structural framing setout, dimensions and details. Refer to P/4096 for Architectural Details."

350mm Ø Steel CHS column coated with Natural Grey Micaceous Iron Oxide. Refer to structural engineer's drawings for details & specification.

RL 10.63

RL 9.83

600mm x 400mm Beam

Typical Podium railing Type-1. Refer P/4035 for design details. Structural specficiactions as per BES Facade drawings.

RG Terrace Cabana DP 800

FALL

1550

750

Proposed line of cabana Banquette Lounge seating. To be determined by Interior Designer.

1350

1750

FALL

Boxed up cabana perimiter ledge with finish to be determined by Interior Designer. Up-lighting with concealed conduits as per lighting consultants specifications.

DP 800

DP 400

LL 13.705 RL 13.555

2 P1468

1550

2 P1468

Min 75mm Ø drain pipe cast in concrete and taken out through CHS column to drainage pipes. Refer AECOM drawings for drainage details.

2 P1468

Min 75mm Ø drain pipe cast in concrete and taken out through CHS column to drainage pipes. Refer AECOM drawings for drainage details.

600

400

2 P1468

Pebble bed as per WOHA's specification on Min 1:200 screeded fall to FW.

1750

1350

1950

Line of 975mm x 400mm RC Beam beyond

WL3.

400

Line of min 75mm Ø drain pipe beyond. Refer to AECOM drawings for details and specifications.

Cafe Terrace RL 9.47

150 75

150 75 600

(2EQ Treads, T=300)

200

Typical RG precast component steps. Refer to P/4020 for details

UP 2 Risers R=175 1 P1468

folio pt2 20140813.indd 13

Terrace Cabana - Floor Plan 1 : 20

1 P1468

Above: Individual GRC bead elements which form the tension ‘bead screens’ around the Main Pavilion and Cabanas. Left: Plan of Cabana at second floor

Terrace Cabana - Roof Plan 1 : 20

3/2/2015 1:07:08 PM

Above: Section showing key design elements of the recreational ground and their colours. Right: View of Clubhouse from Main Pool Opp. Page top: Individual systematic elements of the â&#x20AC;&#x2DC;Jaliâ&#x20AC;&#x2122; screen which appear throughout the recreational grounds and colonnade. Opp. Page bottom: View of clubhouse across cricket ground and physical model.

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Another challenge faced was dealing with the shear physical scale of the recreational ground and clubhouse. It was essential that the design elements which would be repeated were thoroughly resolved to withstand the tough Mumbai weather conditions and could be executed by a relatively unskilled labour force. Throughout this design process it was also important to keep an image of the bigger picture of the grounds in mind and ensure that it does not get tarnished with un-coordinated mechanical and logistical clutter. Much of the clubhouse, including the central atrium is naturally ventilated with over 1000sqm of deep planters to house large trees.

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Site and Construction The Clubhouse is currently under construction by way of a â&#x20AC;&#x2DC;top-down constructionâ&#x20AC;&#x2122; method, enabling work on the building to begin before the four storeys of subterranean carparks below it are excavated and their floor slabs cast. This has substantially brought forward the final completion date and as of early 2015, most of the phase one casting and structural work was complete. The restaurant and banquet hall wing of the building sits over the show flat and sales gallery of the development, which will be demolished in early 2016 to make way for the second and final stage of the building. The staging was necessary as it was imperative to the client that the Clubhouse and its main programmatic elements were functioning when the first tower residents moved in. To facilitate this requirement strict architectural and construction deadlines needed to be adhered to throughout the design, documentation and construction process.

Opp. Page: View of first phase of Clubhouse across excavated area which will become subterranean carparks and recreational ground. Far Right: View from second floor across Main Pavilion towards main stair and Cabana balconies with Sky Bridge on the right. Right Top: View of clubhouse from high floor of tower five Right Middle: Base structure of cabana over recreational grounds at the second floor Right Bottom: View across Main Pavilion void from the Sky Bridge at the third floor.

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The Park Worli, Mumbai, Maharashtra, India

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The site of the development is located a few miles north of historic Back Bay and Fort area of Mumbai in a growing urban area, once home to hundreds of textile mills. Worli constituted one of the original seven islands of Mumbai and is transitioning from a commercial and archaic industrial area, to a high density residential one. The 17-acre plot was purchased by the client from another developer who was unsuccessful with the site. It therefore had four existing levels of basements and tower footings which needed to be worked efficiently into the new proposal. An additional caveat was the requirement to incorporate large bus parks at the ground level for government operated transport busses serving the greater Maharashtra area. The new program, although being forced upwards, attempts to interact with the local neighbourhood, rather than isolate itself from though commercial strips and lobbies at the street level. The development needed to adhere to the strict parking regulations of Mumbai City, which means that â&#x20AC;&#x2DC;The Parkâ&#x20AC;&#x2122; is in fact seven floors above street level.

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The Park Atop the podium the landscape is envisioned as a modern park for the residents and visitors of the development. The facilities are similar to that of the Wadala development, with the addition of a few amenities such as a mini-golf course and resident maintained vegetable garden. The podium presents a very unique environment that residents of other major urban cities of the world might take for granted. Public parks are almost non-existent in Mumbai due to the un-regulated urban sprawl that has taken place over the centuries, and any area designated as urban open space quickly becomes a slum without the proper supervision. The Park is large enough to provide for both residents and their visitors with wellmaintained open space, whilst offering views of the surrounding city and provides enough structural and design provisions for large shady trees to grow over the years.

Right: View of the podium and clubhouse from towers above. Below: View across Maidan to clubhouse. Opp. Page Above: View to clubhouse across swimming pool Opp. Page Bottom: Section through podium, clubhouse and townhouses to street.

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The Podium One of the most defining factors of the Worli podium was dealing the strict parking regulations, which inevitably lead to six levels of car parks needing to be incorporated into the project. The faรงade of the mass is envisioned as a series of linear contours receding in to make room for planters which thrive in the tropical climate, and enable is to be naturally ventilated. The contour language is very flexible and can be manoeuvred in and out around for design variation and pragmatic purposes.

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Design Language Above the contoured landscape of the podium three pairs of towers rise 300m forming the main residential floors. The development also has a series of townhouses at the podium level and luxury bungalows at street level. The main feature of the podium is the Clubhouse which is envisioned as a golden crystal embedded in the rocky hews along with one of the towers. It forms a final layer of contours, which area a base for a faceted indoor pool and tennis court fence. The faceted perforated screen is also adopted in one of the towers. The main bulk of the clubhouse is split in two to form a central atrium vein which allows natural light to enter the inner areas of the building.

Above: Elevation of clubhouse showing indoor swimming pool crystal, central atrium split and tennis court fence. Left: Views of clubhouse exterior and interior atrium split. Opp. Page: Composite elevation of towers showing scale and design relationship of towers to podium.

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Above: Detailed drawings of typical aluminium panels. Right: Overall arrangement of faceted aluminium perforated screen. The individual sections come together to form a seemingly random, tessellation of panels

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int finish

The pre-cast concrete contours and golden aluminium perforated panels form a key part of the design language of the project and were developed very early. It forms a fragment of a kit of parts which would be proliferated thought the project. The approach also aids in developing the design holistically, enabling different design moves to be studied more accurately against each other. By avoiding a hodgepodge mixture of elements; documentation, manufacture, coordinate and execution on site becomes much more manageable.

WOHA THE PARK WORLI, MUMBAI INDIA FINISHES SCHEDULE

Brief spec cast in situ profiled concrete with bamboo texture with paint colours. Selected colours (4no.) mixed randomly. Mock up of off form concrete of bamboo profile and paint finish to be submitted to Architect for approval.

Thickness

Size

SCHEDULE NO. DATE PROJECT NO. REV NO. PURPOSE

S-001 28/5/2014 201 A ARCHI FDD

Remarks

Images

Contour 1/ Colour A: SKK External Coating Bellart Compo Silicon W55; Product: Bellart; Pattern: Flat; Color: S89864; Ref no: SA2-89864 (charcoal)

Design Notes Mock up of off form concrete of bamboo profile and paint finish to be reviewed by Architect for approval.

Contour 2: SKK External Coating Bellart Compo Silicon W55; Product: Bellart; Pattern: Flat; Color: S-89865; Reference no: SA2-89865 (dark warm grey)

Contour 3: SKK External Coating Bellart Compo Silicon W55; Product: Bellart; Pattern: Flat; Color: S-89863; Reference no: SA2-89863 (mid warm grey)

Colour C/ Contour 4: SKK External Coating Bellart Compo Silicon W55; Product: Bellart; Pattern: Flat; Color: S89861; Reference no: SA2-898-61 (warm grey)

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Far Left: Section through part of podium, showing contour language of planters, and penetrations for natural ventilation Left: Detailed study of precast concrete contour panel colours and material

3/2/2015 11:08:56 AM

PK CC

PM CE

8100

PP CG

6700

7500

PQ CH

6600

8100

CM PS

PT CN

7500

PU CP

8100

PV CQ

6900

PW CR

7500

8100

PM CE

8100

PN CF

6700

PP CG

7500

PQ CH

6600

26.50°

750

PV CQ

7500

PW CR

7000

26.50°

Janitor / Store

1 C140

FHC

5100

Convenience Store RL 124.400 CW4

Guest Bath

Guest Bath Guest Room 4 Housekeeping

C15

9250

Guest Bath

Banquet Hall 2 RL 124.400

P23

Pre-Function Area RL 124.400

2 C140

Games Terrace RL 128.575

2 C140

Guest Bath

C14

Furniture Store RL 124.400 Prep. Kitchen 1

FHC

Service Corridor

RL 124.400

Female Staff Toilet

5600 2 C141

2500

Treatment Room

5600

1 C130

CW5

UP Performance Theater 98 Pax RL 124.400

Snack Bar Theater Projection Lobby Room RL 124.400

Medical Center RL 124.400

Service Counter

Treatment Kitchenette Room

Cafe Kitchen

Cafe Store

1 C143

P19 2 C143 C9

Theater Toilet & Green Change Room Janitor

Store Room

Lift Lobby

M&E / Store

2 C141

4050

DN 1 C142

The Conservatory Lift Lobby Sky Bridge

2 C142 1 C143

Amphitheater

Planter

2 C142

N/V

1 C143

Corridor RL 128.600

2 C143

Activity Space 3

A/C

RL 128.600

1 C144

Business & Study Center RL 128.600

RL 128.600

8100

Dry Store

2 C130

Service Lift M&E

1 C144

Wet Store Gym Terrace RL 128.575

Spa & Beauty Salon RL 128.600

FHC

P17

4050

Restaurant Kitchen RL 124.400

4050

Male Changeroom

RL 124.400

Grooming Room

4050

Activity Space 2

Activity Space 1 RL 128.600 Training Gym

C8 1 C144 P18

F&B Office

FHC

1 C130

Service Lift

Training Gym RL 124.400

2 C143

FHC

UP Cafe Terrace RL 124.400

8100

1 C141

Casecade Planter

1 C142

1 C144

P18

Guest Corridor

FHC

2 C11 C142

Guest Room 1

C10

M&E

Clubhouse Office

2 C143

Service Corridor

Amphitheater

RL 124.400

1 C143

C10

P20 1 C142

Guest Bath

Corridor RL 128.600

2 C141

5600

4050 4050

The Conservatory

PROPOSED LOCATION OF COVERED WALKWAY

2 C142

Disabled

Lobby RL 128.600

FHC 1 C141

C12

UP 1 C142

RL 128.600

1 C141 C13

Male Staff Toilet

4050

Lift Lobby

2500

Prep. Kitchen 2

C12

P21

2500

5600

VIP Room

1 C141 C13

C11

2 C140

Guest Room 2

Male Toilets

C14

2 C141

Guest Room 3

Female Toilets

9250

Banquet Hall 1 RL 124.400

P21

Guest Room 5

Guest Corridor

Indoor Games Area RL 128.600

8100

1 C140

Guest Bath

P24

Female Toilet

2 C140

Guest Room 6

1 C140

C16

Male Toilet

Restaurant RL 124.400

FHC

RL 124.400

Change Room

Restaurant Terrace C2

RL 124.375

Indoor Swimming Pool

8100

P15

ine kL tbac Se

m fro

& T5

Study Terrace RL 128.575

2 C144

Spa Terrace RL 128.575

2 C144

4250

RL 124.400

6 C2

Notes: 1. This drawing is generated by exporting files from Revit to AutoCad. Layers and graphic standards generated in this drawing may not be

P15

8100

4250

1600

Female Changeroom

P16 2 C144 C4

1600

Grooming Room

2 C144

3000

PU CP

6900

3000

3000 5100

1 C140

P23

PT CN

8100

1 C147

26.50° P26

C15

P16

PS CM

C17

M&E / Janitor

Pre-Function Area RL 124.400

Dry Cleaner

P17

7500

2 C146

1 C131

P25

P24

P19

2400 1 C146

3000

26.50°

Games UP Stair

C16

P20

8100

3000 1 C147

153.50°

2 C146

1 C131

P25

C17

The Main Atrium The split through the main atrium is envisioned as green wall corridor through the centre of the clubhouse. Its abrupt termination is inspired by the architecture of Balinese town gates and temples, which very split apart in a similar way to form a village or temple main entry passage. A glazed roof structure ensures that the space can function during the monsoon season, whilst a terraced ‘causeway’ towards the rear shelters a back of house staff circulation corridor. Light weight glass sky bridges link the two buildings at all the levels and ensure fluid circulation between the variety of programs present throughout the building.

PK CC

7000

2400 1 C146

153.50°

ELEVATION

P26

PN CF

8100

3000 3000

750

1 C145

Indoor accurate. To understand the correct graphic Swimming standards, please refer to the PDF version of this Pool

1 C145

N/Vdrawing.

2. All MEP penetrations, Swimming voids, shafts on architectural drawings are indicative and not Pool Swimming exhaustive. Refer to MEP and structural drawing Pool packages for further details. 3. All MEP penetrations, voids, shafts to be coordinated by local consultants and reviewed by WOHA before VFC issuance.

P14

8500

Revision Schedule

Overall Plan - Ground Floor 1 : 200

LODHA GROUP Lodha Excelus, Level 12, Apollo Mills Compound N.M Joshi Marg. Mahalaxmi, Mumbai 400 011, India t: 91 22 23024400 f: 91 23024788 e: abhisheck.lodha@lodhagroup.com CLIENT

folio pt2 20140813.indd 26

Rev No.

P13

Covered Walkway

P13

WOHA

1 C146

2 C131

2 C146

1 C147

MAGNUSSON KLEMENCIC ASSOCIATES /

112-114 Peninsula Centre, Dr S, S, Rao Road Off Ambedkar Road, Parel East, Mumbai 400 012 India t: 91 22 6660 2838

1301 Fifth Avenue, Suite 3200, Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

DESIGN CONSULTANT

ARCHITECT

STRUCTURAL ENGINEER

DESIGNS PTE LTD

STERLING ENCINEERING CONSULTANCY SERVICES PVT. LTD. 506 - 510 "MADHAVA" Bandra Kurla Complex Bandra (East), Mumbai - 400 051 t: 2659 2943 / 47

BURO HAPPOLD ENGINEER'S INDIA PVT LTD.

.BARKER MOHANDAS, LLC.

P LANDSCAPE CO., LTD

201, Delta, Technology Street, Hirandandani Gardens, Powai, Mumbai 400 076 India t: 91 22 3341 4133

.225 North main Street, Suite 212 Bristol, CT. 06010 t: 860 314 1115 f: 860 314 9996 w: www.barkermohandas.com

59/3 Soi Sukhumvit 39 Sukhumvit Road, Klongton Nua, Wattana 10110 Bangkok Thailand t: 662 261 3700-9 f: 662 258 3588

LIFT CONSULTANT

LANDSCAPE ARCHITECT

M&E ENGINEER

2 C131

Rev Date

2 C146

1 C147

LODHA GROUP W O H A DESIGNS PTE Mumbai Mills Clubhouse29 Lodha Excelus, Level 12, Apollo Mills Compound hongkong street N.M Joshi Marg. Mahalaxmi, MumbaiOverall 400 011, India Plan singapore 059668 - Ground Floor at Worli, Mumbai, India t: 65 6423 4555 f: 65 6423 4666 t: 91 22 23024400 f: 91 23024788 e: abhisheck.lodha@lodhagroup.com

PROJECT

Revision Description

1 C146

1 : 200

KAPADIA ASSOCIATES

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

Overall Plan - First Floor

CLIENT

e: admin@woha.net

DRAWING TITLE DESIGN CONSULTANT

LTD

NORTH SCALE KAPADIA ASSOCIATES1 : 200

DRAWN BY KLEMENCIC at A1 DRAWING NO. Author MAGNUSSON ASSOCIATES /

DATE Centre, Dr S, S, Rao Road 112-114 Peninsula Off Ambedkar Road, JOB NO. Parel East, Project Number Mumbai 400 012 India ISSUE t: 91 22 6660 2838 DATE 04/17/14

BYSuite Checker 1301CHECKED Fifth Avenue, 3200, Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

DRAWING ARCHITECT INFORMATION

STRUCTURAL ENGINEER

REVENCINEERING PURPOSE OF DRAWING STERLING CONSULTANCY SERVICES PVT. LTD.

506 - 510 "MADHAVA" Bandra Kurla Complex Bandra (East), Mumbai - 400 051 t: 2659 2943 / 47

C100

BURO HAPPOLD ENGINEER'S INDIA PVT LTD. 201, Delta, Technology Street, Hirandandani Gardens, Powai, Mumbai 400 076 India t: 91 22 3341 4133 M&E ENGINEER

.BARKER MOHANDAS, LLC.

P LANDSCAPE CO., LTD

.225 North main Street, Suite 212 Bristol, CT. 06010 t: 860 314 1115 f: 860 314 9996 w: www.barkermohandas.com

59/3 Soi Sukhumvit 39 Sukhumvit Road, Klongton Nua, Wattana 10110 Bangkok Thailand t: 662 261 3700-9 f: 662 258 3588

LIFT CONSULTANT

LANDSCAPE ARCHITECT

Mumbai Mills at Worli, Mumbai, India

Clubhouse Overall Plan - First Floor

PROJECT

DRAWING TITLE

NORTH

SCALE

1 : 200

DATE JOB NO.

Project Number

ISSUE DATE 04/17/14

3/2/2015 11:09:18 AM

DRAWING INFORMATION

PK CC

8100

PM CE

8100

PN CF

6700

PP CG

7500

PQ CH

6600

PS CM

8100

7500 CK

3000

PU CP

8100

PV CQ

6900

7500

PW CR

PM CE

8100

PN CF

6700

PP CG

PQ CH

7500

6600

8100

750

P26

PS CM

PT CN

7500

8100

PU CP

6900

PV CQ

7500

PW CR

7000

2400 1 C146

2 C146

1 C131

26.50°

1 C147

26.50°

P25

3000

P25

C17

1 C140

Fall

5100

Viewing Tiers 1 C140

C16

1 C140

2 C140

1 C141

2 C141

C16

8100

P24

8100

P24

Fall

Tennis Courts

Tennis Court Sky Bridge

Fall

RL 132.800

C15

Fall

l Fal

Fal l

2 C140

Fall

2 C140

9250

P23

9250

P23

Yoga Deck Open To Air

RL 132.800

C14

Bench

5600

P21

5600

P21

RL 132.800

1 C141

2 C141

Lift Lobby

2500

C13

2500

C13 2 C141

C12

Lift Lobby Sky Bridge (beyond) RL 128.600

2 C142

4050

C11

P20 1 C142 2 C142

RL 132.800

1 C143

C11

4050

DN 1 C142

1 C143

4050

C12

1 C142

2 C142

1 C143

RL 132.800

5600

RL 132.800

P19

2 C143

Yoga Deck l Fal

Open to Air

2 C143

Above spread: Sectional elevation through main atrium. The pattern beyond is formed by a series of overlapping messes for greenwall creeper planters. Left across bottom: From left to right, plans of clubhouse from ground floor to roof level of atrium.

2 C130

1 C144

2 C144

8100

P18

8100

RL 132.800

Fal l

1 C144

Fall

1 C130

P18

2 C143

5600

2 C143

2500

C10

2500

C10 P19

8100

3000

C17

P20

PK CC

7000 3000

1 C147

26.50° P26

PT CN

2400

153.50°

2 C146

1 C131

153.50°

1 C146

3000

750

Fall

Multpurpose Court

Fall

Open to Air

RL 132.800 C7

4050

P17 Fall

Fall

Viewing Tiers

4050

4250

1600

3000

2 C144

4250

P16 2 C144

1600

3000

C5 P16

4050

C7 P17

Notes: 1. This drawing is generated by exporting files from Revit to AutoCad. Layers and graphic standards generated in this drawing may not be accurate. To understand the correct graphic standards, please refer to the PDF version of this drawing. 2. All MEP penetrations, voids, shafts on architectural drawings are indicative and not exhaustive. Refer to MEP and structural drawing packages for further details. 3. All MEP penetrations, voids, shafts to be coordinated by local consultants and reviewed by WOHA before VFC issuance.

8100

P15

8100

P15

1 C145

8500

C1 P14

8500

C1 P14

1 C145

Revision Schedule P13

Overall Plan - 02 Roof Level

1 C146

1 : 200

Rev No.

P13

2 C131

2 C146

1 C147

WOHA

DESIGNS PTE LTD

KAPADIA ASSOCIATES

MAGNUSSON KLEMENCIC ASSOCIATES /

Lodha Excelus, Level 12, Apollo Mills Compound N.M Joshi Marg. Mahalaxmi, Mumbai 400 011, India t: 91 22 23024400 f: 91 23024788 e: abhisheck.lodha@lodhagroup.com

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

112-114 Peninsula Centre, Dr S, S, Rao Road Off Ambedkar Road, Parel East, Mumbai 400 012 India t: 91 22 6660 2838

1301 Fifth Avenue, Suite 3200, Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

DESIGN CONSULTANT

ARCHITECT

STRUCTURAL ENGINEER

folio pt2 20140813.indd 27

STERLING ENCINEERING CONSULTANCY SERVICES PVT. LTD. 506 - 510 "MADHAVA" Bandra Kurla Complex Bandra (East), Mumbai - 400 051 t: 2659 2943 / 47

BURO HAPPOLD ENGINEER'S INDIA PVT LTD. 201, Delta, Technology Street, Hirandandani Gardens, Powai, Mumbai 400 076 India t: 91 22 3341 4133 M&E ENGINEER

.BARKER MOHANDAS, LLC.

P LANDSCAPE CO., LTD

.225 North main Street, Suite 212 Bristol, CT. 06010 t: 860 314 1115 f: 860 314 9996 w: www.barkermohandas.com

59/3 Soi Sukhumvit 39 Sukhumvit Road, Klongton Nua, Wattana 10110 Bangkok Thailand t: 662 261 3700-9 f: 662 258 3588

LIFT CONSULTANT

LANDSCAPE ARCHITECT

Rev No.

Rev Date

2 C131

2 C146

Revision Description

Rev Date

1 C147

LODHA GROUP W O H A DESIGNS PTE Mumbai Mills Clubhouse Lodha Excelus, Level 12, Apollo Mills Compound 29 hongkong street N.M Joshi Marg.Overall Mahalaxmi, Mumbai 400 011, India singapore 059668 Plan - Roof Level at Worli, Mumbai, India t: 65 6423 4555 f: 65 6423 4666 PROJECT

Revision Schedule

Revision Description

1 C146

1 : 200

LODHA GROUP

CLIENT

Overall Plan - Top of Roof Level

1 : 200 at A1 SCALE KAPADIA ASSOCIATES

LTD

DATE

e: admin@woha.net

DESIGN CONSULTANT DRAWING INFORMATION ARCHITECT

DRAWING TITLE

DRAWN BY

REV OFENCINEERING DRAWING DRAWING NO. ASSOCIATES Author STERLING MAGNUSSON KLEMENCIC / PURPOSE CONSULTANCY SERVICES PVT. LTD.

Checker 112-114 Peninsula Centre, Dr S,CHECKED S, Rao RoadBY 1301 Fifth Avenue, Suite 3200, Seattle, WA 98101-2699 d: 206 215 8234 t: 206 292 1200 f: 206292 1201 w: www.mka.com

Road, Parel East, JOB NO.Off Ambedkar Project Number

t: 91 22 23024400 f: 91 23024788 e: abhisheck.lodha@lodhagroup.com

CLIENT

Mumbai 400 012 India

ISSUE DATE t: 91 2204/17/14 6660 2838

C102

STRUCTURAL ENGINEER

506 - 510 "MADHAVA" Bandra Kurla Complex Bandra (East), Mumbai - 400 051 t: 2659 2943 / 47

BURO HAPPOLD ENGINEER'S INDIA PVT LTD. 201, Delta, Technology Street, Hirandandani Gardens, Powai, Mumbai 400 076 India t: 91 22 3341 4133 M&E ENGINEER

.BARKER MOHANDAS, LLC.

P LANDSCAPE CO., LTD

.225 North main Street, Suite 212 Bristol, CT. 06010 t: 860 314 1115 f: 860 314 9996 w: www.barkermohandas.com

59/3 Soi Sukhumvit 39 Sukhumvit Road, Klongton Nua, Wattana 10110 Bangkok Thailand t: 662 261 3700-9 f: 662 258 3588

LIFT CONSULTANT

LANDSCAPE ARCHITECT

Mumbai Mills at Worli, Mumbai, India

Clubhouse Overall Plan - Top of Roof Level

PROJECT

DRAWING TITLE

NORTH

SCALE

1 : 200

DATE JOB NO.

Project Number

ISSUE DATE 05/07/14

at A1

DRAWN BY

Author

CHECKED BY

Checker

DRAWING NO.

REV

PURPOSE OF DRAWING

C103

DRAWING INFORMATION

3/2/2015 11:09:35 AM

Right: Section at interface of clubhouse, Maidan as well as detailed study of tennis court level terraced seating. Below: Photos of physical marketing model of The Park development. Opp. Page top: Section though main atrium showing circulation corridors beyond platers and interface with multipurpose courts above. Opp. Page bottom: Panorama of pit for basements during early stages of construction.

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The Interface As the clubhouse and recreational ground of ‘The Park’ sit on what is essentially the roof of a seven story reinforced concrete car park structure, it was unavoidable for the design to be constrained by the structural grid, but still needed to maintain its design integrity. Many sections were drawn to study the interface relationships between structural joints, planters and key design elements. It was also necessary to make provisions for major drainage troughs to take runoff from the heavy monsoons which hit Mumbai annually. Unfortunately the sheer scale of the projects and makes it difficult for ongoing testing of ideas physically through model. It also means that the project may take up to half a decade to be fully completed. Large models which were also used for marketing provide the best insight into the physical feel and scale of the project. All models were developed with the model maker in Singapore, shipped to Mumbai and re-assembled in the show gallery and flat. ‘The Park’ development is currently under construction.

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Alila Villas Bintan Lagoi Bay, Pulau Bintan, Indonesia

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The resort and residences are located some 30 miles of the coast of Singapore and can be easily reached by a 90 minute ferry ride. The project consists of a series of private fully serviced luxury residences and pool villas for hotel guests. Its close proximity to Singapore makes it an ideal weekend destination for residents and tourists of the small island republic. In stark contrast to the dense urban environment of Singapore, the island of Bintan, which is a part of Indonesia is very sparsely populated with locals, and is mainly a destination for short stays out of Singapore. The resort is divided into a series of parcels which consist of the Hotel Public area, villas, retail gallery and day spa. As there is actually no main hub in this part the island; developments strive to provide an all-encompassing experience for visitors with a range of relaxing activities and programs. The resources of the large tropical rainforest site with beach frontage enable a very unique and holistic type architectural approach, very much in tune to the natural environment of the site.

3/2/2015 11:10:10 AM

The Spa Set in the densest part of the site, some 150 feet above sea level, the spa is designed as a day destination for outside visitors, as well as a discreet and relaxing repose for residents of the villas and resort guests. The low lying building is set in and amongst the large existing trees, with great care being taken to site the building in such a way as not to damage the trees by construction and structural work. A detailed survey of the position of the trees as well as their trunk shape and diameter at various height levels was undertaken along with on-site consultation with an arborist. Much of the building is naturally ventilated and open to the adjacent jungle, with private and public courtyard gardens. The architecture of the spa plays with a contrasting blend of dark shadowy atmospheric moments and bright airy openings in the jungle canopy which provide glimpses of the sea and sky. It attempts to foster the experience of a primeval virgin jungle environment whilst providing a safe and comfortable experience for guests. The design language of sliding locally sourced rubble walls enabled a lot of planning freedom and manipulation. The program consists of a reception, restaurant, gym, yoga pavilion, aesthetic centre, various treatment rooms, bridal suite, sauna and thermal pool and lap pool.

folio pt2 20140813.indd 32

3/2/2015 11:10:13 AM

Above: Presentation plan of spa facility. A shallow reflection pool with an infinity edge flanking the lap pool recedes into the jungle punctured by the trunks of large trees. Opp. Page: Site photos showing unique tree formations and density of tree canopy.

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folio pt2 20140813.indd 34

3/2/2015 11:10:18 AM

Two-page Spread: Large-scale hand drawn plan studying the relationship between the spa and the surrounding jungle landscape, prepared during the initial schematic design phase

folio pt2 20140813.indd 35

3/2/2015 11:10:22 AM

folio pt2 20140813.indd 36

3/2/2015 11:10:22 AM

2BR Villa

S3 S4 S5 3900 3000 3000

6600

S6 S7 3000

6000

S8 S9 S10S11S12 S13 S14 S15 1500 3000 3000 3600 1950 4950

6000 2 A828

1 A828

3 A828

1 A829

S16

7500

S17 S18 S19 S20 S21 3000 3000 3000 3000

7500

2 A829

3 A829

6000

S22 S23 S24 S25 S26 3000 3000 3000 3000

1 A830

6000

S27 S28 S29 S30 S31 3000 3000 3000 3000

6000

S32 S33 S34 S35 S36 S37 S38S39 3000 3000 3000 3000 3000 3000 1500

2 A830

S40

5700

1 A859

S42

S41

4200

6300

S43

6300

2 A859

3300

SA Buggy Path

3000 1500 3000

SC SD

TB1

Generator Room

Nurses Prep.

Transformer Room Office

Treat. Room Type B

T/C

Store

Staff Room

Treat. Room Type A

CR4

Treat. Room Type A

Treat. Room 1 TypeA833 A

CR4

Treat. Room Type A

4500

Consult.

1 A833

Waiting Lounge

CR4

TB1

CR4

2 A834

60 75

S19

3000

S20

Vehicle Entry Court

3000

Courtyard

Main Spa Entry

Toilet / Change

2 A834

P.P

3 A834

Pool

TB1

Dining & Kitchen

TB1

3 A834

Courtyard

Steam Sauna

6000

CR4

TB1S24

S23

3000

Recovery Lounge

P.P

S25

3000

CR4

Dry Store CR4

BOH

Wet Store Spa Store

50 46

4500

S22

TB1

Steam Sauna

Courtyard

S21

3000

Bridal Lounge

TB1

Toilet / Change

Refer to ID Drawings

S18

TB1 CR11 Restaurant Deck

Restaurant

Garden

Treat. Room Type D

Treat. Room Type C

Recovery Deck

Treat. Room Type D

CR11

Refer to ID Drawings

Buggy Parking Plunge Pool

Garden

CR11

CR4

50 Lap Pool

37 30

50 40

Garden

Treat. Room Type C

Treat. Room Type D

50 Lap Pool

50 40

Shallow Pool

4800

Yoga Pavilion

Gym Refer to ID Drawings

Refer to ID Drawings

38 30

3900 900 3600

50 46

Shallow Pool

EA 4800

2100

te Si

Reflection Pool

4800

3000

3 A833

CR4

Courtyard

Reception

SR SS

CR4

1 A834

Bedroom

3 A833

CR6

CR4

TB1

2 A833

PB3 RL 600

4800

3000 2100 3000

Treat. Room Type D

CR4

46 50

1 A834

TB1

2 A833

Treat. Room Type D

Treat. Room Type B

Treat. Room Type A

46 50

3000 2100 3000

Courtyard

60 75

Consult.

Courtyard

Private Bridal Entry

00 30

3000

Treat. Room Type A

Massage

TB1 Treat. Room Type D

Bathroom

75 60

Mineral Pool

y ar nd ou eB Sit

SV 4800

ry da un

r Finish

2BR Villa

SJ Maintenance Access Hatch

3000

Garden

1 A843

Steam Room

2 A843

Sauna Mineral Pool

1 A828

Main Ground Floor Plan

2 A828

3 A828

1 A829

2 A829

3 A829

1 A830

2 A830

1 A859

2 A859

3000

1 : 250

Garden

Steam Room

Sauna

Mineral Pool

LL -100

TL7

TB1

WL -100 SSL -1375 TL

3 A844

Garden LL -100

3543

2 A844

2100

WL -100 SSL -1375 TL

Legend : Floor Finish

3000

3532

3 A843

Furniture layout & finishes refer to ID Drawing Finishes refer to BOH Schedule Refer to Landscape Architect's Drawings

CR4 CR6 CR11

WOHA

Plunge Pool

PB3WL TB1

-100

Reflection Pool Garden

-100on minimum 25mm thick HDPE drainage cell at the base with 80mm thick PB2WL laid LL -100 CR4 geotextile separation layer Pre-weathered Kalimantan Ulin / Ironwood

Tree No.

3 A843

3537

DESIGNS PTE LTD

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

PROJECT MANAGER

1 A843

Tree Key Above: Final plan of spa and bridal suite. Left: Detail of one side of central steam, sauna 3590 and thermal pool. Contract Documentation Opp. Page: Short section showing relationship of reflection infinity pool, lap pool and penetration D/ A820 for existing trees. 6m Above Ground 1m Above Ground Ground Level

3542

Garden Garden Precast RC tile with unpolished terazzo / pebble wash finishes (corridor floor, stepping stone, floor border) LL -100 LL -100 Seamless smooth screed for plastered wall or screeded floor Cast in-situ cementitious pebble wash / unpolished terrazzo

DESIGN CONSULTANT

2 A844

Mineral Pool TB1

PT. Atelier Enam Struktur

PT. Meltech Consultindo Nusa

PT. Korra Antarbuana

Jl. Cikin IV / 20A, Jakarta, Indonesia, 10330 Tel: (021) 310 8020 Fax: (021) 310 3396

Jl. Jatinegara Timur IV No. 8, 13310 Jakarta, Indonesia Tel: +6221 857 6205 Fax: +6221 857 6213

Jl. Sultan Iskandar Muda Kav. 29, No. 8, 12240 Jakarta, Indonesia Tel: +6221 723 8805 Fax: +6221 723 8804

STRUCTURAL ENGINEER

M&E ENGINEER

QUANTITY SURVEYOR

PROPOSED SPA AT ALILA VILLAS BINTAN INDONESIA

Spa Main Plan

PROJECT

DRAWING TITLE

NORTH

SCALE

As indicated

DATE

Issue Date

JOB NO.

Project Number

at A1 DRAWN BY

DRAWING NO.

REV PURPOSE OF DRAWING

CHECKED BY

For Information

FILE NAME C:\Users\philipholub\Documents\178 Spa_philipholub.rvt DRAWING INFORMATION

2 A843

Sauna & Steam Room Plan 1 : 50

folio pt2 20140813.indd 37

3/2/2015 11:10:40 AM

10 A865

7 A865

300

300 10 A865

7 A865

300

3900 2550

150

5400 4050

1200

150

1200

Roof Level RL 42.80 m Spa Datum Level

GL2

GL2 GL2

150

CC6 1200

4050

RC frames in CC6 finish

150

RC frames in CC6 finish

150 CC6

CC6

GL2

RC frames in CC6 finish

GL2

CC6

GL2

900 126 GD170

GL2

1950

900

RC frames in CC6 finish

CC6

RL 38.00 m

2100

GL2 150

RC frames in CC6 finish

CC6 GL2

GL2

CC6GD169

CC6

GL2

GL2 GL2

150 GD169

7 A865

300150

10 A865

2100

900

1988

1050

GL2

Treatment Room Type A - Typical Facade 1 : 50

2250CC6

150

CC6

GL2

Ground Floor

1950

126 GD170

GL2 GL2

150 300150

Ground Floor

GL2 1650

GL2

150

GL2

1650 1950

4200

Spa Datum Level RL 42.20 m

RL 38.00 m

CC6 1200

150

2550

RC frames in CC6 finish

GL2

5400

1950

Roof Level RL 42.80 m

GL2

1650

3900

1650

GL2

150

RL 42.20 m

4200

Treatment Rooms The massage and treatment of visitors is one of the most important and scrutinized experiences in the whole project. Every single treatment room has its own private courtyard. From the semi-private circulation corridors, guests first go through an open landscaped courtyard to enter the treatment rooms. This courtyard has a private bath and spa in the double rooms. At the interior to exterior threshold the four room types have glazed window seats to give guests a place to relax and enjoy the courtyard before and after treatments.

Treatment Room Type B & C - Typical Facade

1 : 50

900

7 A865

2250

1988

1050

10 A865

Treatment Room Type A - Typical Facade

Treatment Room Type B & C - Typical Facade

1 : 50

CR5

Trea 1 : 50 CR5

CR5 CC3

CC3

CC3 PB3

ST2 CC6

ST2 PB3 CR5 ST2

CR5

GL2 CC6 CC3

CR5 CC3

CC6 CC3

GL2

PB3 ST2

CC6 CC6

CC6

ST2 PB3

ST2 GL2 CC6 CC6

GL2

TB1 CR11 TL1

CC6

CR11 TB1 TB1 CR11 TL1

CR11

Legend : Material Finish

TB1

CC3 CC6 CR5

Off form concrete no finishes, Cast in-situ with 150mm wide timber strips in 3 different thickness Smooth skim coat finish on RC, cement board, plastered brickwall, etc. Concrete cast-in-situ with rough surface. Roughness acheived by applying chemical retarder to the desired rough surface during concrete casting process CR11 Cast in-situ cementitious pebble wash / unpolished terrazzo Legend GL2 : Material ClearFinish glass CC3

Off form concrete no finishes, Cast in-situ with 150mm wide timber strips in 3 different thickness Smooth skim coat finish on RC, cement board, plastered brickwall, etc.PT. Atelier Enam Struktur Jl. Cikinchemical IV / 20A, with rough surface. Roughness acheived by applying retarder to the desired Jakarta, Indonesia, 10330 concrete casting process Tel: (021) 310 8020 Fax: (021) 310 3396 CR11 Cast in-situ cementitious pebble wash / unpolished terrazzo DESIGN CONSULTANT PROJECT MANAGER STRUCTURAL ENGINEER GL2 Clear glass

W OCC6 HA

DESIGNS PTE LTD

29 hongkong CR5 street Concrete cast-in-situ singapore 059668 rough t: 65 6423 4555 f: 65 6423 4666 surface during e: admin@woha.net

folio pt2 20140813.indd 38

PB3 ST2 TB1 TL1 WL2 PB3

80mm thick PB2 laid on minimum 25mm thick HDPE drainage cell at the base with geotextile separatio layer Grey local stone, 20mm thick x 60mm wide x long Pre-weathered Kalimantan Ulin / Ironwood Mosaic tiles Smooth plastered wall with PT2 finish 80mm thick PB2 laid on minimum 25mm thick HDPE drainage cell at the base with geotextile separation layer

PT. Meltech Consultindo Nusa

PT. Korra Antarbuana

ST2 Timur IV No.Grey local stone, 20mmJl.thick x 60mm x No. long Jl. Jatinegara 8, Sultan Iskandar Mudawide Kav. 29, 8, 13310 Jakarta, Indonesia 12240 Jakarta, Indonesia TB1857 6205 Fax:Pre-weathered Kalimantan Ulin723/ 8805 Ironwood Tel: +6221 +6221 857 6213 Tel: +6221 Fax: +6221 723 8804 TL1 WL2

M&E ENGINEER

Mosaic tiles QUANTITY SURVEYOR Smooth plastered wall with PT2 finish

PROPOSED SPA A BINTAN INDONESI

PROJECT

3/2/2015 11:10:46 AM

12 A865

11 A865

900

GL2

GL25400

150

4050

150 CC6

GL2

Top of two-page spread: Sequential plan, elevation and 3D section of the four different treatment room thresholds. Bottom of two-page spread: Long section through entire spa facility.

150

1350

150

RC frames in CC6 finish

150

1350

GL22400 900

CC6

RC frames in CC6 finish

150

1650

4050

1650

2400

150

GL2 1200

Due to the warm year round tropical climate, there is little need to have physical thresholds except where air-conditioning is required. Spaces which open to the jungle define their threshold through a change of materials, from stone on the exposed surfaces to timber on the ‘interiors’.

300

300 5400 1200

12 A865

300

300 11 A865

CC6 GL2

GL2

RC frames in CC6 finish

CC6

GL2

CC6

1950

157 GD170

GL2

CC6

150

CC6 150

GL2 1650

GL2

150

GL2

150

RC frames in CC6 finish

CC6 GL2

1950

160 GD169

300150

GL2

1650

GL2

150

1950

1650

GL2

4200

GL2

900 GL2

CC6

150

450

1050 GL2

CC6

150

11 A865

157 GD170

GL2

Treatment Room Type C - Typical Facade 75

1 1050 : 50

4200

Treatment Room Type D - Typical Facade 450 1050

900 1 : 50

12 A865

11 A865

1950

75 GL2

300150

1050

12 A865

75 160 GD169

1950

GL2

Treatment Room Type C - Typical Facade

1 : 50

Treatment Room Type D - Typical Facade 1 : 50

CR5 CC3

CC3 PB3

ST2 PB3

PB3 CR5

ST2 GL2

CC3

CC3 PB3

GL2 GL2 CC6

PB3

CC6

ST2

CC6

ST2 GL2

TB1 GL2 CC6

CC6

CC6 CR11

CC6

CR11 CR11 TB1 TB1 CC6 CR11 CC6 CR11

ck HDPE drainage cell at the base with geotextile separation

x long

Contract Documentation

DPE drainage cell at the base with geotextile separation

g. 8,

PROPOSED SPA AT ALILA VILLAS BINTAN INDONESIA

Treatment Room Typical Elevations

PROJECT

DRAWING TITLE

3 8804

folio pt2 20140813.indd 39

NORTH

SCALE

1 : 50

DATE

Issue Date

JOB NO.

Project Number

at A1 DRAWN BY CHECKED BY

FILE NAME C:\Users\philipholub\Documents\178 Spa_philipholub.rvt DRAWING INFORMATION

Author

DRAWING NO.

REV PURPOSE OF DRAWING

Checker

D/ A865

For Information

Contract Documentation C

3/2/2015 11:10:49 AM

SC 150

TB1

S21

S21 SC 150

TB1 300

600

Refer to railing details DWG A-580

600 Ground Floor

EQ 75

GL1

Ground Floor

SS channel for glass support CR4

RL 38.00 m

STEAM/ SAUNA

TL1 TB1

ST2

300

TL1

PB1 on PVC grating

CR11

Finishes to interior drawings, by others

300

600

CR11

LANDSCAPE

ST2

Fixed glass with powdercoated PT3 frames aluminium PB1 on PVC grating

STEAM/ SAUNA

PLUNGE POOL

Ground Floor Hot-dipped RL 38.00 m glavanized steel brackets

300

Finishes to interior drawings, by others

25 75

SS channel for glass support CR4

25 75

GL1

RL 38.00 m

ST2

PLUNGE POOL

Ground Floor

LANDSCAPE

PB1 on PVC grating

TL1

RL 38.00 m

Timber joist Hot-dipped (same material glavanized steel as TB1), or can brackets be replaced with RC joist.

CC3

PLUNGE POOL

PB1 on PVC grating

ST2

PLUNGE POOL

600

TL1

PB1 on PVC grating

TL1

TL1 Screed to fall with waterproofing system

Timber joist (same material as TB1), or can be replaced with RC joist.

CC3

ST2 600

ST2 PT3

PB1 on PVC grating

25 75

TB1 Refer toEQ railing details DWG A-580

25 75

600 EQ

S21

Fixed glass with powdercoated aluminium frames

TL1

Screed to fall with waterproofing system

TL1

TL1 Screed to fall with waterproofing system

Screed to fall with waterproofing system

150

Timber Handrail_Precast Tile Edge

1:5

Plunge Pool_Overflow at Floor Puncture for Existing Tree

Plunge Pool_Interior_Overflow Drain

1 : 10

Plunge Pool_Landscape_Overflow Drain 1 : 10

150

Timber Handrail_Precast Tile Edge

1:5

Plunge Pool_Overflow at Floor Puncture for Existing Tree

Plunge Pool_Interior_Overflow Drain

1 : 10

S38

1 : 10

S39

Plunge Pool_Landscape_Overflow Drain 1 : 10

S42

150 TB1 300

S38

S39

WATERGARDEN

Refer to railing details DWG A-580

Fixed glass with powdercoated aluminium frames

300

GL1

SS channel around perimeter all the way to existing ground

TB1

Fixed glass with powdercoated aluminium frames

ST2 100-300 125

Ground Floor

PT3

Finishes to interior drawings, by others

CR4

TIMBER DECK

POOL

OVERFLOW DRAIN

S42

PT3

Hot-dipped glavanized steel brackets

Timber joist (same material as TB1), or can be replaced with RC Hot-dipped joist. glavanized steel brackets

Timber joist (same material as TB1), or can be replaced with RC joist.

450 PT3 CR4

Timber joist (same material as TB1), or can be replaced with RC joist.

Screed to fall complete with water-proofing system

CC3

OVERFLOW DRAIN

Finishes to interior drawings, by others

75mm CR4 binder around watergarden

RL 38.00 m

POOL

INTERIOR CR4

75mm CR4 binder around watergarden

RL 38.00 m

RL Allow 38.00this m set back for timber deck with jagged edges (refer to plan DWG)

Ground Floor

ST2 100-300 125

RL 38.00 m

CR11

WATERGARDEN

Ground Floor

Allow this set back for timber deck with jagged edges (refer to plan DWG)

TB1 75

25 75

Refer to railing details DWG A-580 SS channel around perimeter all the way to existing ground

GL1

25 75

CR11

TIMBER DECK INTERIOR

450

PB1 on PVC grating

25 75

SR 150 TB1

CR4

Timber joist (same material as Hot-dipped steel TB1), or canglavanized be replaced with brackets RC joist.

PB1 on PVC grating TL1 25 75

CC3

Screed to fall complete with water-proofing system

CC3

Hot-dipped glavanized steel brackets

TL1

CC3

TL1

Screed to fall with water-proofing system

Screed to fall with water-proofing system TL1

Screed to fall with water-proofing system

1515

Timber Handrail_Terazzo Edge

Above: Threshold and interface details between various landscape, building, swimming/reflection Legend : Material Finish 6 Timber Handrail_Terazzo Edge CC3 Off form concrete no finishes, Cast in-situ with 150mm wide timber strips in 3 different thickness pool and hand rail elements. CR4 Precast RC tile with unpolished terazzo / pebble wash finishes (corridor floor, stepping stone, floor border) CR11 Cast in-situ cementitious pebble wash / unpolished terrazzo Opp. page top: View from spa towards South Legend : Material Finish GL1 Frameless laminated glass with TB1 handrail PT3 Black paint for watergarden wall andin-situ floor with finish150mm wide timber strips in 3 different thickness CC3 Off form concrete no finishes, Cast China Sea CR4 Precast RC tile with unpolished terazzo / pebble wash finishes (corridor floor, stepping stone, floor border) Enam Struktur WOHA CR11 Cast in-situ cementitious pebble wash / unpolished terrazzo Opp. page bottom: Resolved detailedPT. Atelier interior GL1 Frameless laminated glass with TB1 handrail PT3 Black paint watergarden wall and floor finish elevation of fortreatment room with timber trunk PT. Atelier Enam Struktur W ‘joinery’. OHA 1515

1:5

DESIGNS PTE LTD

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

DESIGN CONSULTANT

Jl. Cikin IV / 20A, Jakarta, Indonesia, 10330 Tel: (021) 310 8020 Fax: (021) 310 3396

PROJECT MANAGER

STRUCTURAL ENGINEER

DESIGNS PTE LTD

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

DESIGN CONSULTANT

folio pt2 20140813.indd 40

1:5

PROJECT MANAGER

Timber Deck _Water Garden_Interior

1 : 10

ST2 TB1 TL1

Screed to fall with water-proofing system

Bridal Suite_Pool_Overflow Drain 1 : 10

Timber Deck _Water Garden_Interior Grey local stone, 20mm thick x 60mm wide x long

1 : 10

Bridal Suite_Pool_Overflow Drain 1 : 10

Pre-weathered Kalimantan Ulin / Ironwood Mosaic tiles

Contract Documentation ST2 Grey local stone, 20mm thick x 60mm wide x long TB1 Pre-weathered Kalimantan Ulin / Ironwood PT. Meltech Consultindo Nusa PT. Korra Antarbuana TL1Timur IV No. 8,Mosaic tiles Jl. Jatinegara Jl. Sultan Iskandar Muda Kav. 29, No. 8, 13310 Jakarta, Indonesia Tel: +6221 857 6205 Fax: +6221 857 6213

12240 Jakarta, Indonesia Tel: +6221 723 8805 Fax: +6221 723 8804

M&E ENGINEER

QUANTITY SURVEYOR

PT. Meltech Consultindo Nusa

PT. Korra Antarbuana

Jl. Cikin IV / 20A, Jakarta, Indonesia, 10330 Tel: (021) 310 8020 Fax: (021) 310 3396

Jl. Jatinegara Timur IV No. 8, 13310 Jakarta, Indonesia Tel: +6221 857 6205 Fax: +6221 857 6213

Jl. Sultan Iskandar Muda Kav. 29, No. 8, 12240 Jakarta, Indonesia Tel: +6221 723 8805 Fax: +6221 723 8804

STRUCTURAL ENGINEER

M&E ENGINEER

QUANTITY SURVEYOR

04/22/14 C

PROPOSED SPA AT ALILA VILLAS BINTAN INDONESIA

Spa - Typical Edge Details

PROJECT

DRAWING TITLE

PROPOSED SPA AT ALILA VILLAS BINTAN INDONESIA

Spa - Typical Edge Details

PROJECT

DRAWING TITLE

NORTH

SCALE

As indicated

DATE

Issue Date

JOB NO.

Project Number

at A1 DRAWN BY CHECKED BY

Author

SCALE

As indicated

DATE

Issue Date

JOB NO.

Project Number

REV PURPOSE OF DRAWING

Checker For Information Contract Documentation D/ A867

04/22/14

FILE NAME C:\Users\philipholub\Documents\178 Spa_philipholub.rvt DRAWING INFORMATION NORTH

DRAWING NO.

at A1 DRAWN BY CHECKED BY

Author

DRAWING NO.

Checker

D/ A867

For Information

FILE NAME C:\Users\philipholub\Documents\178 Spa_philipholub.rvt DRAWING INFORMATION

3/2/2015 11:11:01 AM

WOHA

5400 4200 900

1200

750

2250

300 3 JD1001

2 JD1001

1 JD1001

600

Sim 1 ID1573

1 JD1001

2 JD1001

3 JD1001

J1008

Treatment room type B wall unit detail 1 : 10

5400 900

3000

1500

AFDL 4200

Mirror refer to typical joinery detail

Details and Interiors The interiors of each room were resolved with the in house interior designers and utilize natural stone and timbers found onsite. It is envisioned as a nature oriented minimalist experience that does not to detract from the beauty of the surrounding jungle. This is the main philosophy of the spa and it permeates through the programmatic approach as well as the details. Wherever possible, threshold and interface details are resolved with natural site and locally sourced materials to deflect attention away from the architecture to the surrounding landscape.

Natural tree trunk with branches for robe hanger and lighting

Selected pendant light fixture to lighting consultant's specification

20D ss hanging rod for robe

AFDL 1800

Organiser refer to ff&e Mirror

Basin shown doted refer to sanitary schedule

1800

Vanity counter with 3mm chamfered edge in selected composite stone finish AFDL 825

Amenity baskets under counter refer to selections

FDL 000

Treatment room type B wall unit detail

Contract Documentation

1 : 10

05/27/13 C

DESIGNS PTE LTD

29 hongkong street singapore 059668 t: 65 6423 4555 f: 65 6423 4666 e: admin@woha.net

DESIGN CONSULTANT

PROJECT MANAGER

folio pt2 20140813.indd 41

PT. Atelier Enam Struktur

PT. Meltech Consultindo Nusa

PT. Korra Antarbuana

Jl. Cikin IV / 20A, Jakarta, Indonesia, 10330 Tel: (021) 310 8020 Fax: (021) 310 3396

Jl. Jatinegara Timur IV No. 8, 13310 Jakarta, Indonesia Tel: +6221 857 6205 Fax: +6221 857 6213

Jl. Sultan Iskandar Muda Kav. 29, No. 8, 12240 Jakarta, Indonesia Tel: +6221 723 8805 Fax: +6221 723 8804

STRUCTURAL ENGINEER

M&E ENGINEER

QUANTITY SURVEYOR

PROPOSED SPA AT ALILA VILLAS BINTAN INDONESIA

Treatment room type B wall unit detail

PROJECT

DRAWING TITLE

NORTH

SCALE

1 : 10

DATE

Issue Date

JOB NO.

Project Number

at A1 DRAWN BY CHECKED BY

Author

DRAWING NO.

REV PURPOSE OF DRAWING

Checker

J1008

For Information

FILE NAME C:\Users\philipholub\Documents\178 Spa_philipholub.rvt DRAWING INFORMATION

3/2/2015 11:11:05 AM

folio pt2 20140813.indd 42

3/2/2015 12:06:02 PM

Andagere Associates Bengaluru, India

folio pt2 20140813.indd 43

3/2/2015 11:11:05 AM

folio pt2 20140813.indd 44

3/2/2015 11:11:06 AM

Kalapathar Resort Havelock Island, Andaman Islands, India

folio pt2 20140813.indd 45

Yoga Retreat The project is located a mile inland from the shore on Havelock Island, which is part of the chain of far flung easterly Islands governed by India in the Andaman Sea. Although the only direct flights and boats to the Islands depart from India they are in fact closer to the coast of Myanmar and Thailand, separated by 625 miles of sea they the last outpost of the Indian Army and Navy. India lays claim to the islands, as they were originally a British Penal colony for Indian criminals and political agitators. However, it considers the islands a geographically and politically sensitive area, with permits for tourists being issued for 30 days at a time, largely untouched by western civilization some of the islands are home to tribes which have had limited contact with the outside world. The island of Havelock has still been very much untouched by tourism, with most of the resorts consisting of seasonal shacks, the more affluent ones; air-conditioned cinder block bunkers put together by contractors ferried across from the Indian mainland. It was therefore the aim of this project to break outside of the pattern and offer an architectural response which embraced the tropical climate and vernacular efficiency of some of the more traditional vernacular architecture of the island, whilst remaining simple to construct by relatively inexperienced local tradesmen and labourers.

3/2/2015 11:16:43 AM

folio pt2 20140813.indd 46

3/2/2015 11:16:48 AM

The Pavilion and Lobby The site is a shallow marshy valley receding back into the jungle. The land is prone to inundation during the monsoon months, which therefore requires all the buildings to be raised above ground level and connected by decking to allow for circulation during these rainy months. The resort is oriented around a large open air pavilion overlooking the valley and jungle, sited strategically next a large native Andaman Paduk tree, to take advantage of its shadow during the hot and dry summer month. Betelnut trees, which are used as a form of chewing tobacco throughout India, were formally planted around the site. The grove of these trees was maintained to generate a small income to pay the resort employees during the off-season.

Left: Plan of entry sequence with lobby and yoga pavilion. Below: Road to resort from beach before it turns into the jungle; view from lobby across valley; interconnecting walkway. Opp. Page top: Pre-construction photos showing overall site; large Andaman Paduk tree and road to resort through jungle. Opp. Page bottom: Key section though Yoga Pavilion and deck showing Andman Paduk tree.

folio pt2 20140813.indd 47

3/2/2015 11:24:28 AM

The Guest Huts Three different hut typologies were designed for the site all naturally ventilated with outdoor showers and private courtyards; the double-story was the first to be constructed. The bathroom and living space are located downstairs and the bedroom upstairs; where all the walls open up to provide guests with natural ventilation and a unique and tranquil relationship with the surrounding jungle. The tropical climate allows for year round open to air sleeping, with mosquito nets being the only critical requirement, although this is a luxury only bestowed upon visitors. The resort is designed to be a comfortable and modest longer term retreat for visitors interested in a quiet mediative yoga-oriented holiday experience away from the bustle of the more populated tourist areas.

folio pt2 20140813.indd 48

3/2/2015 11:24:30 AM

Above: Plans of double story hut Below: Key presentation sections through hut Opp. Page bottom left: Photos of double story hut taken during construction.

folio pt2 20140813.indd 49

3/2/2015 11:24:31 AM

folio pt2 20140813.indd 50

3/2/2015 11:24:31 AM

Bettadahosahalli Kolar Hills, Karnataka, India

folio pt2 20140813.indd 51

The site is located 43 miles north of Bangalore in a hilly outcrop rising from the Decan plateau known as the Antaragange Hills which rise up to an altitude of 4000ft. The unique landscape makes it a popular bouldering and trekking destination, but the hilly area remains largely unspoilt by chaotic urbanisation due to its difficult topography. The development is envisioned as a low density weekend / retirement home location offering respite for residents of Bangalore. It is located in a high valley between two hills that was originally used as a farm and palm plantation, a monsoonal Nala is regulated by a newly constructed dam. The master planning approach was to maintain as much of boulders on site as possible and build roads and plots which manoeuvre around the physical features. To attract interest the developer was committed to building three prototypical homes, a restaurant as well as a pool and gym.

3/2/2015 11:24:35 AM

2'-4" 4'-8" 7'-0"

'-1 0

" '-1 1 22

18'-0" "

2'-4"

4'-8"

6'-12"

9'-3"

11'-7"

14'-0"

16'-2"

14'-0"

11'-7"

'-4

11'-7" 16'-7"

20'-0"

23'-5"

26'-10"

4'-8"

TITLE:

2'-4"

57'-8"

'-1

30'-3"

20'-0"

30'-0"

7'-0" 54'-3"

20'-0"

26'-0"

20'-0"

50'-10"

20'-0"

'-1 0

9'-3"

47'-5"

20'-0"

Nirvan Sai Builders and Developers

44'-0"

9'-3"

CLIENTS:

40'-7"

6'-12"

37'-2"

13'-11"

13'-2"

11'-7" 20'-0"

4'-8"

Club House Restaurant

23'-7"

9'-9"

20'-0"

2'-4"

33'-9"

37'-2"

'-1

10'-0"

13'-11"

33'-9"

10'-0"

'-1

2'-4"

6-4"

11'-3"

16'-2"

11'-3"

4'-8"

23'-7"

0'-6"

30'-4"

18'-6"

26'-11"

19'-8"

30'-4"

10'-0"

9'-3"

6'-12"

26'-11"

10'-0"

24'-3"

BTH - Kolar

23'-7" 19'-8"

2'-11"

20'-10"

PROJECT: 23'-7"

9'-3" 11'-7"

14'-0"

" '-1 1 22 16'-2"

16'-2"

40'-0"

20'-0" 16'-2"

14'-0"

11'-7"

23'-7"

24'-6"

9'-3"

17'-4"

24'-6"

11'-7"

6'-12"

2'-4"

4'-8"

6'-12"

9'-3"

11'-7"

14'-0"

16'-2"

14'-0"

6'-12"

11'-7"

4'-8"

9'-3"

2'-4" 16'-2"

16'-2"

14'-0"

11'-7"

4'-8"

9'-3"

6'-12"

2'-4"

20'-0" "

'-1 1

4'-8"

11'-7"

12'-4"

11'-7"

17'-5"

24'-0"

11'-7"

19'-8"

20'-0"

15'-9"

'-4

10'-0"

20'-0"

9'-3"

16'-0"

11'-7"

10'-0"

2'-4"

19'-8"

7'-0"

4'-8"

19'-8"

15'-1"

19'-2"

27'-2"

2'-4"

54'-0"

50'-0"

2'-4"

19'-8"

2'-4"

4'-8"

7'-0"

9'-3"

11'-7"

13'-11"

16'-2"

18'-6"

16'-2"

13'-11"

11'-7"

4'-8"

9'-3"

2'-4"

7'-0"

DWG NO: DATE: SCALE:

E DRN BY: CHKD BY:

60'-0" 10'-0"

10'-0"

ROOF FRAMING PLAN

+1'-2"

10'-0"

13'-0"

ENTRY

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

+1'-6"

10'-0"

Skylight Toilet Entry 3'-9" x 5'

A Restaurant 20' x 30'

3' Wide Verandah

Country Tile

5" x 3" Timber Ridge Beam TOP OF RIDGE BEAM

Plywood on Rafters

" CT

2" x 2" Ro Plywo of od Sh Batte eet n @ 1'-0

6" x 6" Wood Veranda Post

2'-0" Washing Area 6'-6" x 6'-6"

Concrete Footing as per Engineers Specifications

Locker 6'-11" x 5'-3"

+1'-10"

F.F.L

3' Wide Verandah

6'-9"

6'-3"

6'-9"

Lounge 10" x 20"

+1'-2"

+1'-6"

Club House Restaurant

Preperation Area

+1'-6"

Serving Area +1'-2"

CLIENTS:

Storage 13' x 9'-3" Cooking Area

+0'-0"

Nirvan Sai Builders and Developers

10'-0"

86'-0"

PROJECT:

BTH - Kolar

Veranda 13' x 9'-3"

+1'-6"

26'-0"

EAST ELEVATION

20'-0"

13'-0"

10'-0"

1'-6"

10'-0"

Staff Toilet 5' x 5'-3"

Passage

+1'-2"

Kitchen 13'-3" x 25'-3"

10'-0"

3 4

4'-0"

Restaurant / Multifunction 20' x 20'

50'-0"

SHOWER

Skylight

ENTRY

6'-0"

FEMALE TOILET

STORAGE

Storage 6' x 3'

3 4 50'-0"

17'-6"

2 21" x 5 Timber Purlin

10'-0"

6'-0"

9"x9" RCC Beam

9" Rendered Burnt Brick Masonry

PASSAGE

8'-0"

Female Toilet 12'-3" x 12'-2" 10'-0"

3 4"

Country Tile

10'-0"

9" x 9" RCC Concrete Beam

F.F.L

ENTRY

TITLE: DWG NO:

10'-0"

PROJECT:

TOP OF RIDGE BEAM 9" x 4 21" RCC Top Plate

10'-0"

BTH - Kolar

Club House Restaurant

86'-0"

10'-0"

6'-9"

3'-9"

2'-6"

DATE:

13'-0"

SCALE: DRN BY:

Country Tile 5" x 3" Timber Ridge Beam

CHKD BY:

K 3 4"

TOP OF RIDGE BEAM

" CT

6'-0"

2 21" x 5 Timber Rafter @ 2'-0" CTS 3 21" x 5" Wall Plate

TOP OF TOP PURLIN

9"x9" RCC Beam

212" x 5" Wood Tie Beam

17'-6"

TOP OF TOP PURLIN

PASSAGE

RESTAURANT

9" x 4 12" RCC Lintel

TITLE: DWG NO:

26'-0"

6'-9"

10'-0"

10'-0" 20'-0"

10'-0"

10'-0" 20'-0"

10'-0"

10'-0" 20'-0"

6'-0"

F.F.L

3'-9"

G.L

1'-6"

15'-6"

DATE: SCALE: DRN BY: CHKD BY:

10'-0"

TOILET ENTRY

F.F.L

2 21" x 5 Timber Purlin

9" Rendered Burnt Brick Masonry

RESTAURANT

Section A & B

PASSAGE

FEMALE TOILET

STORAGE

SHOWER

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

6" x 6" Wood Veranda Post

---

Concrete Footing as per Engineers Specifications

F.F.L 19.04.2011 G.L Not to Scale

F.F.L

1'-6"

MALE TOILET

10'-0"

6" x 6" Wood Veranda Post Concrete Footing as per Engineers Specifications

Plywood on Rafters

Country Tile Corrugated G.I Sheet

FLOOR Nirvan PLAN Sai Builders and Developers

V 01

PH Ar. Ajith Andagere

A r c h i t e c t s:

2" x 2" Ro Plywo of od Sh Batte eet n @ 1'-0

6'-0"

Ventilator Window 9" Rendered Burnt Brick Masonry

---

TOP OF RIDGE BEAM

CLIENTS:

17'-6"

2 21" x 5 Timber Purlin

9"x9" RCC Beam

Floor Plan

19.04.2011 Not to Scale

TOP OF RIDGE BEAM

9" x 9" RCC Concrete Beam

Country Tile Corrugated G.I Sheet 2" x 2" Roof Batten @ 1'-0" CTS 2 21" x 5 Timber Rafter @ 2'-0 CTS 3 12" x 5" Wall Plate 9"x9" RCC Beam

PH Ar. Ajith Andagere

A r c h i t e c t s:

6'-0"

10'-0"

40'-0"

10'-0" 20'-0"

6'-9"

6'-3"

13'-0"

6'-9"

26'-0"

86'-0"

SECTION - B

folio pt2 20140813.indd 52

PH Ar. Ajith Andagere

A r c h i t e c t s:

10'-0"

G.L

---

Male Toilet 15'-2" x 9'-3"

RESTAURANT

Roof Framing Plan

19.04.2011 Not to Scale

26'-0" 10'-0"

+0'-0"

2 21" x 5 Timber Rafter @ 2'-0" CTS 3 21" x 5" Wall Plate

10'-0"

2'-4"

4'-8"

7'-0"

9'-3"

4'-8"

19'-8"

Corrugated G.I Sheet

40'-0"

11'-7"

7'-0"

4'-8"

22'-7"

9"x9" RCC Beam

10'-0"

13'-11"

24'-0"

9'-3"

19'-8"

33'-8"

212" x 5" Wood Tie Beam

10'-0"

16'-2"

18'-0"

'-4

19'-8"

12'-9"

4'-8"

TOP OF TOP PURLIN

10'-0"

19'-8"

10'-4"

2'-4"

TOP OF RIDGE BEAM

10'-0"

18'-6"

15'-1"

7'-0"

6'-0"

18'-6"

18'-0"

27'-0"

9'-3"

Right: Door and Window details to be built on site by contractors Far Right and bottom: Plans and sections of restaurant and pool change rooms. Above: View of residents facilities with boulder hills- A in the background SECTION

18'-6"

16'-2"

11'-7"

18'-0"

11'-7"

16'-0"

27'-8"

The architectural approach strives to maintain visual harmony with the landscape through the use of locally sourced materials for the stucco cladding. Great consideration was taken to ensure that the siting of the buildings is such as to offer views down the hills to the surround plateau or to the adjacent boulder hills. Every building was resolved right down to the common door and window frame details, as the contracB E C tors would Abuild most elements onD site avoiding the need to buy mass manufactured proprietary products.

13'-11"

9'-3"

7'-0"

18'-0"

11'-7"

2'-4"

10'-0"

2'-4"

16'-2"

17'-4"

26'-0"

14'-0"

10'-0"

4'-8"

15'-9"

29'-5"

10'-7"

10'-0"

6'-12"

12'-4"

10'-4"

7'-2"

10'-0"

9'-3"

9'-9"

6-4"

0'-6"

19'-8"

8'-1"

23'-9"

3'-9"

10'-0"

11'-7"

0'-6"

10'-0"

20'-0"

9'-3"

31'-6"

20'-6"

11'-7"

18'-6"

22'-7"

9'-3"

40'-0"

10'-0"

20'-0"

7'-0"

13'-2"

13'-11"

7'-0" 10'-0"

10'-0"

27'-8"

20'-0"

24'-0"

2'-4"

14'-0" 20'-0"

4'-8"

20'-0"

16'-7"

31'-6"

7'-0"

24'-3"

4'-8"

11 x 23'-0"

11'-7"

26'-0"

29'-5"

4'-8"

9'-3"

26'-10"

23'-5"

5 x 8'-3"

4'-8"

10'-7" 20'-0"

20'-0"

20'-10"

6'-12"

32'-0" 4'-8"

17'-5"

9'-3"

2'-4"

20'-0"

19'-0"

12'-9"

7'-0"

20'-0"

11'-7"

16'-2"

11'-7"

9'-3"

7'-2"

14'-0"

16'-2"

11'-7"

9'-3"

20'-0" 20'-0"

13'-11"

19'-2"

7'-0"

2'-4"

3'-9"

0'-6"

16'-2"

11'-7"

2'-4"

20'-0"

14'-0"

2'-4"

4'-8"

20'-0"

7'-0"

11'-7"

14'-0"

4'-8" 11'-7"

9'-3"

16'-2"

7'-0"

20'-0"

9'-3"

2'-4"

30'-3"

18'-0"

9'-3"

7'-0" 9'-3"

7'-0"

30'-0"

2'-11"

10'-0"

9'-3"

20'-0"

6'-12"

11'-7"

18'-0"

20'-0"

10'-0"

11'-7"

24'-0"

0'-6"

11'-7"

20'-0"

6'-12"

18'-0"

20'-0" 3'-9"

11'-7" 10'-0"

20'-0"

7'-2"

10'-0"

20'-0"

1 '-1

4'-8"

10'-0"

14'-0" 1" '-1 22

24'-0"

2'-4"

11'-7"

4'-8"

18'-0"

10'-0"

20'-0"

10'-7"

9 x 12'-0"

2'-4"

4'-8" 18'-0"

10'-0" 14'-0"

9'-3"

2'-4"

18'-0"

10'-0"

17'-5"

6'-12"

33'-8"

'-1

24'-3"

20'-10"

20'-0"

18'-0"

24'-0"

1" '-1 2210'-0"

4'-8"

2'-4"

27'-8"

2'-4"

andagere architects SECTION - A pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

3/2/2015 11:24:45 AM PROJECT:

Above: Construction photo of spa and recreation building; a pond in the â&#x20AC;&#x2DC;nalaâ&#x20AC;&#x2122; and a large step well actively used as a water source Left: Plan of residents facilities Below left: Site section used to inform landscaping and retaining works

folio pt2 20140813.indd 53

3/2/2015 11:30:03 AM

58'-6" 15'-9"

9'-0"

5'-3"

9'-0"

9'-6"

1 9'-6"

2 29'-6"

5'-9"

Table Tennis Room 15'-0" x 24'

24'-9"

3 PROJECT:

9'-6"

BTH - Kolar Club House Spa & Gym D

CLIENTS:

4'-9"

4 A

15'-9"

RCC

15'-9"

- Reinforced Concrete SCBM - Solid Cement Block Masonry CTS - Center to Center

8'-0"

TOP OF RIDGE

Legend

20'-0"

9'-0"

5'-3"

9'-0"

5'-3"

9'-0"

15'-9" 15'-9"

TITLE:

18'-0" 18'-0"

5'-3"

5'-9"

16'-0" 12'-0"

9'-0"

DRN BY:

Lotus Pond 15'-0" x 11'-9"

3" Thick Concrete Base of Lotus Pond

A r c h i t e c t s:

Jacuzzi 8'-3" x 8'-9"

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

Rubble Fill 4" Stone Flooring 3" Thick Concrete Base of Lotus Pond

F.F.L

Steam Room 8'-3" x 8'-9"

Spout to control water flow

SCMB Retaining Wall

Stone Walkway 15'-0" x 5'-0"

Gym 15'-0" x 24'

6" Lotus Pond Retaining Wall

3 PROJECT:

Female Toilet 8'-3" x 8'-3"

BTH - Kolar

9'-6"

5'-9"

9'-6"

Nirvan Sai

15'-9"

5 SECTION - F

PROJECT:

TOP OF RIDGE

Club House Spa & Gym

TOP OF RIDGE

CLIENTS:

Asbestos Sheet

9" x 6" RCC Lintel

DATE: SCALE:

Stone Flooring

I 2" x 5" Wood Ridge Beam

4"x 3" Wood Wall Plate

6"x 9" RCC Beam

6"x 9" RCC Beam TOP RCC BEAM

6"x 9" RCC Lintel

Footings as Per Engineers Specifications

Fixed Glass Window

2"x 4" Wood Pergola Slats @ 6" CTS Masonry Staircase with Stone Flooring

ENTRY PERGOLA

6" RC Slab 9" SCBM Wall 6"x 9" RCC Lintel

10'-0"

5'-9"

9'-6"

5 SECTION - I

Legend

Operable Window Glass

4" Stone Flooring Loose Rubble Fill

F.F.L

- 3"Reinforced Concrete Lotus Pond Base Loose Rubble Fill Concrete SCBM - Solid Cement Block Masonry CTS - Center to Center

PROJECT: Extent of In-Ground Jacuzzi Beyond

BTH - Kolar Club House Spa & Gym

Rainwater Drainage

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

JACUZZI

RCC

TABLE TENNIS ROOM

4'-9"

STORAGE

6"x 6" Pergola Posts

6"x 9" SCBM Ledge

PH Ar. Ajith Andagere

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

3"x 5" Pergola Frame

GYM Stone Flooring Operable Glass Window

19.04.2011 F.F.L Not to Scale

A r c h i t e c t s:

6"x 9" RCC Lintel

Rear Doorway

Section F,G,H & I

---

PH Ar. Ajith Andagere

TOP OF RIDGE

6" High SCBM Wall

Stone Flooring

Footing as per Engineers Specification

Legend 15'-9"

9'-0"

5'-3"

5'-9"

3'-3"

9'-0"

CLIENTS:

RCC

24'-9"

H3 G

15'-9"

TITLE:

- Reinforced NirvanConcrete Sai SCBM - Solidand Cement Block Builders Masonry Developers CTS - Center to Center

18'-0"

DWG NO: DATE: SCALE:

TOP OF RIDGE

DRN BY: CHKD BY:

Asbestos Sheet 221"x 2" Wood Rafter @ 2'-3" CTS

TOP OF RIDGE

Asbestos Sheet 2"x 2" Wood Batten @ 2' CTS

221"x 2" Wood Rafter @ 2'-3" CTS

16'-0"

6" RCC Slab Stone Flooring Operable Window Glass

TOP OF WALL PLATE

9"x 6" Concrete Beam

4"x 7" Wood Wall Plate

6"x 9" RCC Beam 9" x 6" RCC Beam

9" x 6" RCC Beam

Wood Louvers 6"x 4" Wood Lintel

6"x 9" RCC Lintel

9"x 9" RCC Beam

6"x 9" RCC Lintel Fixed Glass Window Fixed Glass Window

9" x 6" RCC Lintel

Fixed Glass Window 3"x 5" Pergola Frame

Fixed Glass Window

GYM

2"x 4" Wood Pergola Slats @ 6" CTS

JACUZZI

STEAM ROOM

Fountain Spout in 9" SCBM Wall

Stone Flooring

MALE TOILETS

Operable Glass Window

Stone Flooring

6"x 9" RCC Lintel

RCC Beam F.F.L

PROJECT:

RCC Beam

10'-0"

TABLE TENNIS ROOM

Footing as per Engineers Specification Masonry Staircase

Footing as per Engineers Specification

STAIR

6" PVC Pipes for water transfer between ponds

Club House Spa & Gym

Stone Flooring

Fixed Glass Window

6" RC Slab 9" SCBM Wall 6"x 9" RCC Lintel

BTH - Kolar

Jacuzzi as per manufacturers specification

F.F.L

6"x 9" SCBM Ledge

6"x 6" Pergola SCBM Posts Wall

Operable Glass Window

F.F.L

SCBM Wall

Operable Window Glass

TABLE TENNIS ROOM

PROJECT:

4" Concrete Base of Lotus Pond

SCBM Retaining Wall

SCMB Retaining Wall

Footings as Per Engineers Specifications

Footing as per Engineers Specification

SCBM Wall

BTH - Kolar

Stone Flooring

6"x 9" SCBM Ledge

9'-6"

5'-9"

4'-9"

9'-6"

9'-0" 24'-9"

4'-9"

5'-9"

3'-3" 29'-6"

3 H G

Nirvan Sai Builders and Developers

9'-6"

5'-9"

5'-3"

18'-0"

F.F.L

CLIENTS:

9'-6"

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178 e-mail:andagere@gmail.com

Operable Glass Window

9"x 6" Concrete Lintel

9" SCBM Wall

6"x 9" SCBM Ledge

SCBM Wall

F.F.L

9" x 6" RCC Lintel 4"x 3" Wood Wall Plate

4"x 3" Wood Wall Plate 6"x 9" RCC Beam

9" SCBM Wall

10'-0"

28'-0"

10'-3"

Fixed Glass Window

GYM

6"x 9" SCBM Ledge

SECTION - B

6'-0"

TOP OF RCC BEAM

Wood Louvers 6"x 4" Wood Lintel Operable Glass Window

212"x 2" Wood Rafter @ 2'-3" CTS

6"x 9" RCC Lintel

12'-0"

4"x 7" Wood Wall Plate

20'-0"

TOP OF RCC BEAM

TOP OF WALL PLATE

Fixed Glass Window

---

PH Ar. Ajith Andagere

Country Tile

8'-0"

7'-9"

2"x 2" Wood Batten @ 2' CTS

Wood Louvers

Section B

19.04.2011 Not to Scale

A r c h i t e c t s:

Country Tile

F.F.L

Above: Site photos taken during construction and building setout Above right: Details of louvers and swinging casement windows.

19.04.2011 Not to Scale

DATE:

DRN BY:

9" SCBM Wall

SCBM Wall

The residentâ&#x20AC;&#x2122;s facilities are designed SECTION to be- H naturally ventilated is as much as possible. The spa and gym are two separate buildings, which are accessed by crossing a reflection pool overlooking a grove of trees by the near-by Nala. Air-conditioning whilst provided cannot be solely relied upon due to regular power cuts at the isolated site.

9"x 9" RCC Beam

Wood Louvers 6"x 4" Wood Lintel

4'-9"

2" Wood Rafter @ 2'-3" CTS

F.F.L

---

DWG NO:

CHKD BY:

A r c h i t e c t s:

24'-9"

RCC Beam

CHKD BY: Jacuzzi as per Manufacturers Specifications

9'-6"

Wood Slat Wall

24'-9" 9'-6"

Asbestos Sheet

SCBM Wall

DRN BY:

5'-9"

10'-0"

MASSAGE ROOM

Operable Glass Window

Footings as Per Engineers Specifications

9'-6"

2"x 2" Wood Batten @ 2' CTS

4"x 7" Wood Wall Plate

28'-0"

DWG NO:

JACUZZI

SCBM Wall

F.F.L

TITLE:

Operable Glass Window

Fixed Glass Window

Stone Flooring

F.F.L

16'-0"

4 12" Masonry Wall

9" x 6" RCC Lintel

SCBM Wall

9'-0"

221"x 2" Wood Rafter @ 2'-3" CTS

GROUND FLOOR PLAN

10'-3"

MASSAGE ROOM SCBM Wall

3'-3"

Operable Glass Window

STEAM ROOM 4 21" Masonry Wall

5'-9"

Country Tile

9" x 6" RCC Lintel

10'-0"

9" x 6" RCC Lintel

Fixed Glass Window

58'-6"

Asbestos Sheet

Nirvan Sai Builders and Developers

9" x 6" RCC Lintel

16'-0"

9" x 6" RCC Lintel

5'-3"

TOP OF WALL PLATE

221"x 2" Wood Rafter @ 2'-3" CTS

9" x 6" RCC Lintel

5'-3"

2"x 2" Wood Batten @ 2' CTS 221"x

2"x 2" Wood Batten @ 2' CTS 9" x 6" RCC Lintel

TOP OF RCC BEAM SCBM Wall

9" x 6" RCC Lintel

- Reinforced Builders and Concrete SCBM - Solid Cement Block Developers Masonry CTSTITLE:- Center to Center Ground Floor

MAIN ENTRY

5'-3"

6'-0"

Asbestos Sheet 221"x 2" Wood Rafter @ 2'-3" CTS

9" x 6" RCC Lintel

6"x 9" RCC Lintel

Country Tile

2"x 2" Wood Batten @ 2' CTS

Floating Ceiling

Country Tile

7'-9"

Country Tile

9" x 6" RCC Lintel

BTH - Kolar

9" x 6" RCC Lintel

TOP OF RCC BEAM

SCALE:

2" x 5" Wood Ridge Beam 9" x 6" RCC Lintel

7'-9"

TOP OF RIDGE

9'-0"

SECTION - G

Legend CLIENTS: RCC

29'-6"

Club House Spa & Gym

5 4'-9"

Massage Room 12'-9" x 8'-9"

10'-3"

Storage 5'-0" x 8'-9"

28'-0"

Extent of Retaining Wall and Staircase beyond

9'-6"

4'-9"

10'-0"

9'-6"

4'-9"

5'-9"

9'-6"

24'-9" 9'-6"

PH Ar. Ajith Andagere

CHKD BY:

Line of Water

--19.04.2011 Not to Scale

DATE:

24'-9"

10'-0"

4" Stone Flooring 6" PVC Pipes for water transfer between ponds

Basement Plan

DWG NO:

3'-3"

Male Toilet 8'-3" x 8'-3"

Rubble Fill SCBM Retaining Wall

Nirvan Sai Builders and Developers

SCALE:

BASEMENT PLAN

2"x 4" Wood Pergola Slats @ 6" CTS 6"x 6" Pergola Posts

Concrete Pergola Footing w/ Stone Cap

3"x 5" Pergola Frame

4" x 12" Stone Flooring 6" PVC Pipes for water transfer between ponds

Line of Water 3" Thick Concrete Base of Lotus Pond

9'-6"

6'-0"

TOP OF RCC BEAM

F.F.L

TOP OF RCC BEAM

Water Fountain in Wall

24'-9" 24'-9"

TOP OF RIDGE

5'-9"

24'-9"

9'-6"

5'-9"

5'-3"

9'-0"

15'-9"

TITLE: DWG NO:

DATE: SCALE: DRN BY: CHKD BY:

Footing as per Engineers Specification

Nirvan Sai Builders and Developers

Section D & E 24'-9"

--19.04.2011 Not to Scale

PH Ar. Ajith Andagere

A r c h i t e c t s:

Club House Spa & Gym CLIENTS:

15'-9"

TITLE: DWG NO: DATE: SCALE: DRN BY: CHKD BY:

Section A

--19.04.2011 Not to Scale PH Ar. Ajith Andagere

A r c h i t e c t s:

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SECTION - D

SECTION - E SECTION - A

andagere architects pvt. ltd. Nrityagram, Hessaragatta, Bangalore- 560088 Ph:080-41516178

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Left: Construction photos taken inside the Gym with detailed timber rafter plan used by the developer for taking quantities and contractors when preparing members Opp. Page right and below: Plans and sections of spa and recreation building

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Bates Smart Architects Melbourne Office

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Orrong Road Armadale, Victoria, Australia

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The development at Orrong Road located some 4 miles south east of the Melbourne CBD has been the long term home to government infrastructure management offices and depots. Itâ&#x20AC;&#x2122;s very close proximity to Armadale Railway station and multiple tram lines along the near-by Malvern Road and High street makes it an ideal location for a large high density residential development. It was sold to a major international developer and approved for a high density development pending local public and council approval. The surrounding affluent neighbourhood of Armadale consists of mainly stand-alone family home and initial proposals were met with very strident and committed opposition by local residents delaying the approval process. The arrangement of the master plan has undergone much iteration, and still remains the object of public and architectural scrutiny, at its core it consists of three 17 story CBD view oriented towers, two dense medium height buildings and a series of street facing townhouses. New pedestrian links are proposed with the adjacent railway station and sports grounds, attempting to create an open suburban feel to match the character of the surrounding neighbourhood, rather than an enclosed residential compound.

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590 Orrong Road, Armadale City of Stonnington

3.0 3.5

Site Analysis Environmental Conditions

590 Orrong Road, Armadale City of Stonnington

Draft Development Plan Report

s¬ Unimpeded solar access to most of the site. Opportunities for north facing public open space and interior spaces evident s¬ Prevailing seasonal winds require consideration in treatment of built forms and public open spaces s¬ Noise and visual impact of the railway, busy Orrong Road and adjacent recreational sporting ﬁxtures need to be addressed

2.0 2.6

19.5

ORRONG ROA D

Draft Development Plan Report

32.5 32 25.5

MALVERN ROAD

35.5 25.5

29.5 27 30

The site forms the intersection of the 2 predominant open spaces within the surrounding area: Orrong Romanis Park and Toorak Park/Victory Square. The majority of the nearby active and passive recreation opportunities are located here. The current Stonnington Open Space Strategy recognises the role of the street network in creating an informal type of open space. This street network open space generates the overall green character of the area. Most of the surrounding streets are rated moderate to good in their street tree quality on a recent Street Tree Strategy assessment by City of Stonnington.

MALVERN ROAD Rec. Ctr.

Urban Context Regional / Local Open Space

Orrong Romanis Park

Refer to Section 2.9 for Streetscape Typologies.

29.5

30 23

24.5 32.5

Tennis

0m 40

ORRONG ROA D

ius rad

Urban Context Built Form

s diu m ra 800

2.0 2.5

Sporting Grounds

27.5

Draft Development Plan Report

Tennis Courts Fair to Good Quality Tree Streetscape Moderate Quality Tree Streetscape

590 Orrong Road, Armadale City of Stonnington

2.0 2.7 34

31.5

Pavilions, Recreation Centres

ra diu s

HIGH STR EET 26.5

Parks

33 22

29.5

590 Orrong Road, Armadale City of Stonnington

LEGEND 27.5 26.5

HIGH STR EET

Draft Development Plan Report

Victory Square Reserve

40 0m

25.5

Toorak Park

31.5

Urban No Trees

Context

Road Infrastructure To be assessed Tree quality rating (out of 40)* Low Public Amenity Streetscape

*Source: City of Stonnington (2005)- Street Tree Strategy

Poor Quality Tree Streetscape

11 The general character of the surrounding area to the east is of smaller land divisions with lower individual buildings up to 3 storeys in height.

100

250m

The site is well served for private car users by the existing road network. Two Primary State Arterial Roads, Malvern Road and High Street, are proximate to the site and connect towards the CBD’s southern approaches.

To the west, numerous higher buildings above 3 storeys are represented.

Orrong Road, the main entrance/exit of the site, operates as a Higher Order Road. It connects these two Arterial Roads and onwards towards the CBD’s south-eastern and eastern approaches, and into Dandenong Road for south-easterly travel.

These are mainly built in clusters of buildings close to larger open areas, close to the main roads of the precinct. This distribution is reﬂected in the previous heritage overlay diagram.

The majority of other streets are Lower Order Local Council Roads, and provide access to residential but limited throughtrafﬁc opportunities due to indirectness and barrier of the adjacent Railway Line.

MALVERN ROAD

Victory Square Reserve

rad ius

Toorak Park

40 0m

s diu m ra 400

ORRONG ROA D

Orrong Romanis Park

LEGEND

HIGH STR EET

VicRoads Higher Order Roads Primary State Arterial Road

s diu m ra 800

Secondary State Arterial Road Local Council Lower Order Roads Collector Road

LEGEND

Trafﬁc Street

Low Rise (2 Storeys and under) High Rise (3 storeys and above) 0

100

Trafﬁc Lane 0

250m

100

250m

The master planning phase which included multiple open forum discussions with the community is centred around the diagraming of the impacts the development would have on the neighbourhood, and what sort of visual and urban scale changes residents could anticipate. The urban studies were developed thought ongoing collaboration with consultants.

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ORRONG ROA D

MALVERN ROAD

2.0 2.3

Loreto Mandeville Hall

Urban Context Land Use Overview

590 Orrong Road, Armadale City of Stonnington

Draft Development Plan Report

The site is surrounded by a number of key services and amenity for residents and families: s¬ Public Open Spaces to south and west s¬ Numerous professional health providers along both Malvern Road and High Street s¬ Primary and secondary schools s¬ Local childcare facilities s¬ Key retail and business zone along High Street Activity Corridor s¬ Local retail and business on Beatty Avenue

ORRONG ROA D

590 Orrong Road, Armadale City of Stonnington

Draft Development Plan Report

MALVERN ROAD

2.0 2.4

Loreto Mandeville Hall

Urban Context Land Use Overview Residential

The general use of the surrounding areas around the site is residential. Considerable residential areas to the immediate east are covered by a heritage overlay to preserve the residential and streetscape character within their boundaries. These areas help to form the “Armadale character”. More fragmented heritage pockets exist to the west within the Toorak and Prahran areas, indicating a less uniform and controlled development/redevelopment process.

MALVERN ROAD

Orrong Romanis Park

HIGH STR EET

590 Orrong Road, Armadale City of Stonnington

2.0 2.8

ra diu s

590 Orrong Road, Armadale City of Stonnington

Draft Development Plan Report

Schools Urban

Context Child Facilities ViewCare Study

s diu m ra 800

Draft Development Plan Report

40 0m

HIGH STR EET LEGEND

Victory Square Reserve

40 0m

ra diu s

Toorak Park

ra diu s

Victory Square Reserve ra diu s

Toorak Park

40 0m

Armadale Primary School

ORRONG ROA D

Our Lady of Lourdes School

HIGH STR EET

Orrong Romanis Park

Churches Health Facilities

2.0 2.2

LEGEND

Open Space

Residential Use Heritage Overlay Precincts

Business 0 0

72 to lbo UniverMe sity urne

to Fli Cit nd y L er oo sS p tre / et

to Toorak Rd.

250m

To or ak Rd .

Loreto Mandeville Hall

220 to via CitySunshine Station

Beatty Avenue Neighbourhood Centre

Rd.

100

to Toorak

605 to City

Urban Context Surrounding Infrastructure

HIGH STR EET

MALVERN ROAD 72 to Cam berwell

Orrong Romanis Park

Toorak Railway Station

Pedestrian and Bike access currently limited at this connection.

250m

Key features include: s¬ Adjacent to Toorak Railway Station s¬ Proximate to Armadale Railway Station s¬ Nearby Tram lines 6 and 72 into the CBD and Melbourne University / towards Camberwell and Glen Iris s¬ Nearby bus routes towards the CBD / to Gardenvale s¬ Bounded by formal, informal and off-road cycle opportunities linking into the broader cycle network of the City of Stonnington and beyond s¬ Intersected by walking opportunities to nearby parks, neighbourhoods and business/activity precincts of Beatty Avenue and High Street s¬ The Beatty Avenue neighbourhood activity centre is located on the opposite side of the railway line

605 to Gar denvale

Armadale Primary School

6 to Melbo urne University

Toorak Park

Victory Square Reserve

rad ius

s diu m ra 400

ORRONG ROA D

Our Lady of Lourdes School

2. City Views

100

The site is surrounded by numerous public transportation choices and a variety of activity destinations – schools, childcare and business/retail areas within short walk / cycle.

40 0m

1. Armadale District Views

LEGEND Train Station Business/Activity Precincts Schools

HIGH STR EET

to Dandenon g Rd.

ad Ro

220 to Gard envale

6 to Glen

Armadale Railway Station

On-Road Bike Lane

Iris

& n to ia ks v an am Fr nh ld to ake lﬁe P au C

to Danden ong Rd.

Bus Routes Off-Road Bike Route / Shared Path g on oy Ko

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Tramways

High Street Activity Corridor

Railway Line

to Danden ong Rd.

s diu m ra 800

3. Bay Views

Child Care Facilities

Informal Bike Route Pedestrian Link 0

100

250m

Opp. Page: Diagrams describing the key climatic impacts on the site with drive design decision; study of streetscape foliage qualities; survey of surrounding ‘high rises’ and main vehicular routes. This Page: Survey of site uses and topologies; heritage overlay areas; predominant views and public transportation arteries around the site.

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Subsequent design and planning moves were instructed by the information gathered during the urban studies. The proposed development can be divided into two distinctive zones: An urban pedestrian mall linking the adjacent parks and train station; and a suburban street with townhouses and on-street public parking. The main towers are oriented in a crescent shape to give future residents Melbourne CBD views. Townhouses at street level would be oriented around central courtyards in the shadow of elm trees which would eventually form a continuous verdant canopy linked with the surrounding neighbourhood. The façade permutations consisted of solids, voids and timber which were developed through proportional studies of Victorian homes in the surrounding streets. Ongoing schematic design studies were conducted to study the relationship of the language as it shifted in scale. Right: In house render of main vehicular and pedestrian thoroughfare running the length of the new development. Below: Architectural diagrams describing; existing site condition, access Draft points and strategies, Development Plan Report proposed circulation paths through site, development zones,

590 Orrong Road, Armadale City of Stonnington

5.0 5.1

Design Response Design Response Diagrams

Draft Development Plan Report

590 Orrong Road, Armadale City of Stonnington

5.0 5.1

Design Response Design Response Diagrams

The series of diagrams in Section 5.1 illustrate the process that has determined the site planning strategy, the built form response and the public realm objectives.

1. Existing Conditions

• Remove all existing buildings, roads and carparking areas • Following assessment of existing vegetation remove non-significant items and establish a clear development site

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2. Site Access

• Access strategy that focuses on Orrong Road for vehicle and pedestrian access to the site • Utilise Toorak Railway Station, Osment Street, Victory Square Reserve and Toorak Park interfaces to provide pedestrian and bicycle access

3. Circulation Paths

• Extension of a new public road in the form of a tree lined boulevard into the site from a new signalised intersection at Orrong Road • Extend the new public road east from Orrong Road and then southeasterly towards Osment Street, but without linking with Osment Street to prevent any through-traffic • Establish a network of bicycle and pedestrian linkages between Orrong Road, Toorak Railway Station, Victory Square Reserve / Osment Street and Toorak Park, which in combination with the new public road will assist with the new development knitting into the local urban fabric and will create a truly permeable site plan

4. Development Zones

• Within established movement network create development zones within a permeable site plan

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Draft Development Plan Report

590 Orrong Road, Armadale City of Stonnington

5.0 5.1

Design Response Design Response Diagrams

Draft Development Plan Report

5. Edge Conditions

TRANSITION ZONE

6. Built Form

7. Public Realm / Urban Spaces

CIRCULATION / PUBLIC OPEN SPACE CIRCULATION / PUBLIC NODE OPEN SPACE

BUILDING ZONE

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• Within the development zones and having regard to interface conditions and existing character considerations establish low scale, intermediate and taller building zones

• At the Toorak Station interface, establish an ‘active’ plaza that will complement the activity centre on the opposite / east side of the Railway Station and provide a civic space for the broader community • Provide for a limited range of small-scale mixed uses in the plaza area that will not compete with other activity centres (including Beatty Avenue), but will complement the civic plaza concept • In and around the arrangement of buildings, deliver excellence in the public realm through hard and soft landscaping elements and ensure the landscape response properly manages the site interfaces

5.0 5.1

Design Response Design Response Diagrams

CIRCULATION / PUBLIC OPEN SPACE NODE

• Transition zones provided to suit site edge interface conditions • Circulation / urban space nodes created at key site access points

590 Orrong Road, Armadale City of Stonnington

OPPORTUNITY TO CREATE A COMMUNITY HUB INDUCTING RESIDENTS FACILITY, POTENTIAL COMMUNITY FACILITY IN BUILDING A AND REDEVELOPMENT OF COUNCIL GRANDSTAND PRECINCT

NEW RAILWAY PLAZA WITH SMALL CONVENIENCE /

EXISTING BEATTY AVENUE PRECINCT

SERVICE BUSINESSES

Left: Schematic sketch of building design language permutations along main thoroughfare which informed subsequent massing and renders. Below: Architectural diagrams describing; proposed edge conditions, locations of built forms, new public realms and urban spaces, 8. Combination Design Response

• Combined designed response to create a truly permeable site plan and a development knitted successfully into the local urban fabric • Provide contemporary architecture that is inﬂuenced by the character of ‘Stonnington’ and incorporates leading sustainability initiatives • Create a positive contribution to the public open space network of the surrounding precinct

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A major driver behind key planning decisions was the issue of overshadowing, which has very stringing planning authority and council requirements. It is mandatory that no building can cast a shadow upon private property and prominent public park areas as of the spring equinox through the summer to the fall equinox. This is a requirement that nearly all buildings in Australia must adhere to. Property owners as well as the public reserve their right to access sunshine through the summer months, and any new buildings are open to objection by the public for a period of 60 days under Victorian planning authority laws. Whilst the visual impact on a surrounding neighbourhood is also something that developers seek to play down, the overshadowing issue is one that cannot be mitigated. In the case of the Orrong Road development, the adjacent sporting ground could not be overshadowed in any way during the equinox. Shadow studies 1. were regularly conducted throughout the master planning and schematic phases, to ensure that the impacts of shadows cast by the buildings on the adjacent community were kept at an absolute minimum. Many years have passed since the inception of the project, bit it has recently gained local community and planning approval and is currently under sale.

Draft Development Plan Report

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5.0 5.1

Design Response Design Response Diagrams

Above: In house schematic study render of late stage master plan variation Right: Combined diagram of architectural design 7. Public Realm / Urban Spaces respone • At the Toorak Station interface, establish an ‘active’ plaza that will complement the activity centre on the opposite / east side of the Railway Station and provide a civic space for the broader community • Provide for a limited range of small-scale mixed uses in the plaza area that will not compete with other activity centres (including Beatty Avenue), but will complement the civic plaza concept • In and around the arrangement of buildings, deliver excellence

590 Orrong Road, Armadale City of Stonnington

CIRCULATION / PUBLIC OPEN SPACE

8. Combination Design Response

CIRCULATION / PUBLIC NODE OPEN SPACE

OPPORTUNITY TO CREATE A COMMUNITY HUB INDUCTING RESIDENTS FACILITY, POTENTIAL COMMUNITY FACILITY IN BUILDING A AND REDEVELOPMENT OF COUNCIL GRANDSTAND PRECINCT

NEW RAILWAY PLAZA WITH SMALL CONVENIENCE / SERVICE BUSINESSES

EXISTING BEATTY AVENUE PRECINCT

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Draft Development Plan Report

590 Orrong Road, Armadale City of Stonnington

6.0 6.5

Masterplan Shadow Diagrams

Shadow Diagrams Equinox â&#x20AC;&#x201C; 22 September 10.00am â&#x20AC;&#x201C; 3.00pm

10.00am

11.00am

12.00pm

Above: View showing visual impact of proposed development on adjacent football ground Left: Series of shadow studies taken during biannual equinox (March and June 21st) showing overshadowing impacts of proposed development on the surrounding neighbourhood. 1.00pm

2.00pm

3.00pm

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Columbia University GSAPP Intro to Architecture

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Intro to Architecture Columbia GSAPP, New York

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Hamilton Grange The studio run by Tomas De Monchaux and Owen Nichols focused on diagraming and notation as a way of expressing time, change and process through architectural drawing. Whilst the use of digital medium was encouraged, the final output for each exercise was to be a technical hand-drawing on 24x36” Mylar with graphite. The studios main themes pivoted around Hamilton Grange, the house of founding father Alexander Hamilton located in Harlem, NY. The house which was moved two subsequent times now sits as a ‘restored’ museum of Hamilton, who himself died in a duel with Aaron Burr at Weehawken, NJ in 1804. This duel and the events surrounding it would become the final focus of the studio. However, exercises were assigned progressively to encourage a development of process rather than product. The investigations would explore the physical nature of the house and the federalist time period through a variety of physical scales and philosophical positions. Always returning the technical hand drawing as an anchor around which studio discussions revolved around.

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Sites and Boundaries The introductory â&#x20AC;&#x2DC;handshakeâ&#x20AC;&#x2122; exercise asked us to look at a series of sites near the Hamilton Grange in Harlem. The drawing produced was to document an architectural and transitory aspect of the sites, while considering the relationship between them. In developing the drawing, an empirical study of the wrought iron fences that formed the boundaries of the five sites was conducted. These thresholds both encouraged and limited access, whilst maintaining a certain aesthetic of economy, not dissimilar to the 1811 commissionerâ&#x20AC;&#x2122;s grid of Manhattan.

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Intersections The final drawing overlayed the individual fence studies and blurred the perspectival boundaries separating the different elements. No particular hierarchy is given to any element. Points of interest begin to form at the intersections of the parallels and diagonals. Opp. Page: Studies of fences typical at all five Harlem sites. Above Left: Final graphite drawing of overlapping fences.

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Hamilton Grange Upon introduction to the key them of the studio, the first task was to draw the key plans and sections of the Hamilton Grange at Âźâ&#x20AC;? scale. In addition, the drawings needed to incorporate a plan and section of our current apartment in New York, which was to be integrated with the Hamilton house.

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Whilst seemingly straight forward at first, the task required a lot of planning and co-ordination, as well as consideration for line-weight and visual hierarchy. The scale did not allow for a clean layout and necessitated a substantial amount of layering and intersection between the different plans and sections. In laying out the drawing, strategic consideration was given to the the columns of the Hamilton’s flanking terraces, and the way they could be integrated across the layers as a new system of structural pilotis behind the ‘curtain wall’ of the existing house. Through the investigation, it became apparent that my own apartment was a place of life in stark contrast to the museum house of the long deceased Alexander Hamilton. In its detail the drawing attempts to highlight the flux of everyday life and the effect it has on our personal furniture and possession, against the stillness of a historical relic. The axonometric drawing is a projected worm’s eye view which cuts the Hamilton house at its underside and looks up through the first floor. This drawing would later play a key role in our first design exercise.

Left: Worm’s eye view axonometric of Hamilton Grange Opposite Page: Portion of existing Hamilton house plan with apartment at 840 West End Ave

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Seeing Hamilton Grange Prior to visiting the Hamilton Grange, we were asked to create a hand-stitched garment out of a limited amount of muslin. The garment was to act as a prosthetic device that would simulate a physiological condition that someone of the period might have experience during a visit to the house. The garment was to be worn during the visit. The resulting ‘prosthetic device’ was a combination of Burr’s military-arc double breasted jacket, and Hamilton’s jacket with exaggerated collar and loose horse rider tail. It constricted the chest, which corrected posture and limited head movement, while the collar further obstructed the wearers view. The resulting drawing captures a series of fragmented moments during the visit, where the house was perceived from a restricted vantage as a result of the garments constriction. 1:1 scale outlines of the pattern developed for the garment form the invisible external boundaries of the house. Dashed lines reflect the invisible in-seamed stitching which forms the garment.

Far Left: Details of fragmented moments and photos taken during visit highlight the rigidity of perception whilst wearing the prosthetic. Bottom Right: Hamilton (right) and Burr (left) with jackets that inspired the prosthetic. Opposite Page: 1-point perspective, diagramming visual experience of during site visit

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Installation The follow design exercise asked us to propose an installation into the Hamilton House. The loosely termed ‘apartment’ intervention was to reference our garment, by simulating the physical experience of the house the prosthetic prescribed whilst being worn. The proposal floats as a viewing platform on a new mezzanine level offering partial and obscured views of the first and second floors interior building envelope. The façade panel was developed as a 1:1 plan intersection and extrusion of solid and void elements, based on the pattern of the Hamilton and Burr prosthetic. Looking through the ‘jacket’ the house would appear as a fragmented matrix of moments. Far Left: Details of façade panel Middle: Plan diagram of façade panel development sequence. Above Right: Section through installation showing views through façade panel. Opp. Page: Worm’s eye axonometric with installation pulled out.

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Modification The garment was subsequently modified to adapt to one of George Washington’s rule of civility. No. 42: “Let thy ceremonies in Courtesy be proper to the Dignity of his place with whom thou converses for it is absurd to act the same with a Clown and a Prince.” This rule is translated into the garment, by providing the wearer the option of transforming it into a more discrete and camouflaging item of clothing. With a single motion, a hood obscures the head and conceals the rear tail which identifies affluence and status. The garment can adapt to any ‘undignified’ situation the wearer is engaged in, for example an illicit duel. The Diagram looks at the day of the duel in micro and macro scale, where both Hamilton and Burr leave their residences and head for Weehawken, NJ wearing the transforming jacket. The timeline shows the individual journeys taken on July 12th 1804, where Burr travels to and from his residence at Richmond Hill, and Hamilton makes his faithful journey from The Grange never to return. The garment may have been transformed into its camouflaging mode and subsequently back to its dignified public mode. The locations along the macro journey where these transformations could occur are linked to the micro diagram of the garment itself, undergoing transformation.

Top: Detail of garment transforming Bottom: Photos of garment in in its dignified and camouflaging ‘undignified’ mode. Opp. Page: Timeline diagram of July 12th, Hamilton and Burr travel to Weehawken, NJ to duel.

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Change and perception The final drawing in the series of exercises shows the garment and its patterns drawn at 1:1 and 1’:1-½” scales. Overlayed is a drawing which attempted to diagram the perspectival transformation of the garment. The prosthetic was photographed in two separate moments. A Cartesian grid was applied over the garment, and then mapped back to the paper, where the four corners of the gird are folded onto themselves. The density of points and connections became two great to attain the desired result. All the points are connected to all the points. The drawing is the result of a series of a systematic approach which provided to dense a level of data.

Top: Folded Cartesian plain used to develop drawing. Bottom: Two moments of garment transformation. Only moment on left is captured in diagram. Opp. Page: Drawing showing garment at 1:1. Scaled at 1’:1-½” and translating the perception of garment on Cartesian plain.

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Hamilton-Burr House This is the first iteration of the final project for the studio. It is a dual between Hamilton and Burr reflected in the Hamilton house located on the narrow site of Johnny Hartman plaza at the intersection of Hamilton Place, W143rd Street and Amsterdam Avenue. The design attempts to collectively consider all tasks, elements and narratives previously covered during the course of the studio. The rotation and stacking in the plan diagram is the first of the two key design moves. It follows a series of rules, which see a central void in the house exacerbated, as per the first intervention which floated between the floors of the house. A new series of spaces are formed in the negative spaces between floors created by the twist which relates to oblique trajectory of Hamilton Place, diverging from Amsterdam Ave. This is the new Burr house. The second is a series of operable panels which open the house up, transforming it externally and offering new perspectives from the inside. This relates to the garment and its ability to transform between ‘dignified’ and ‘un-dignified’ situations.

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The Duelling Stair This initial study unearthed a very interesting element in the Hamilton House; the inefficient stair. The three run stair doesnâ&#x20AC;&#x2122;t end above its first landing first landing, but rather runs over the top of it. Thus, when the stair was required to traverse successive floors, it could not start above itself and loop up vertically as a traditional efficient stair would. The stair continued through the house taking up more and more space as it progressed up. The Hamilton-Burr tower only ends when the stair has no more room to grow through the house. A greater study of this interesting element is done in the subsequent and final exercise.

Far left: Diagram of operable screen opening and closing in plan. Middle: Plans of floors 4-8 Top left: Section and elevation of operable screen opened, capturing one moment of the many operational possibilities. Bottom Right: Worms eye view of Hamilton-Burr tower showing central void continuing through house. Bottom: Plan diagram of house rotation and stacking Opp. Page Far Left: Diagram of operable screen opening and closing in plan. Opp. Page Middle: Floor plans of floors 1-4 Opp. Page Bottom: Perspective of HamiltonBurr tower with operable screens opened and closed. Opp. Page Top Right: Section through stair

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Hamilton-Burr stair duel Given the limited time frame of the studio, the final project focused on one key aspect of the Hamilton-Burr tower and works towards resolving that. The stair is studied in physical model and developed as a stage for the duel. It is a mechanism that takes Burr and Hamilton on a journey where they meet at two crucial points where shots are exchanged in line with the historical timeline of the event itself. At the first meeting level, Hamilton â&#x20AC;&#x2DC;valiantlyâ&#x20AC;&#x2122; fires a shot missing his target. They then proceed up to the final rooftop platform where Hamilton is fatally shot by Burr. The stair remains as a memory of the moment.

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The journey is studied at each landing level; the relation of the two participants is diagrammed in both plan and three dimensionally. The oblique axonometric documents the vertical journey as a diagrammatic three dimensional drawing, flattened to be read as a notational description of the stair. The sections through the stair capture the key moments in the journey where Hamilton and Burr exchange fire.

Opp. Page bottom left: Physical study model of triple run stair intersecting. Opp. Page right: Oblique axonometric of staircase where the Hamilton Burr duelling journey takes place Left: Plans at every landing with unfolded diagrammatic section through stair overlaid. Top Right: Axonometric drawings of individual journeys of Hamilton and Burr and combined journey showing key moments of interaction. Middle Right: Section through stair with key moments of duel where shots are exchanged. Bottom: Detail of oblique axonometric

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RMIT University Bachelor of Architectural Design

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Exposed Ground Castlemaine, Victoria, Australia

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Chewton Fields The small town of Castlemaine lays 75 miles north-west of Melbourne in the region known as â&#x20AC;&#x2DC;The Goldfieldsâ&#x20AC;&#x2122;. The site of the project lies in the Chewton Fields, 3 miles west of the town in an area, of what now is light bushland. In the middle of the 19th century a large deposit of alluvial gold was found in the area. The term alluvial refers to a gold deposit which is found within a few feet of the surface and can be mined without deep excavation. The entire area was subsequently stripped bare by over 30,000 people who rushed to the field upon the discovery of the easily accessible deposit. The project proposes a visitor centre that is an entry gate to the site, and is the starting point of a historic walking path through the area. It is a low and modest building that is more focused about the nature of the surrounding landscape than itself. At every point it attempts to bring the landscape inside and reflect on the memory of the environment which was so heavily displaced after the arrival of European settlement and the subsequent discovery of gold. Once through the visitor centre, the journey continues along an old watercourse and eventually leads to the ruins of a historical waterwheel that was used for gold processing. The studio, run by Dr Richard Black explored three key notions: Site, ground, threshold and the transitory potential of architecture. The visitor centre is the product of this exploration through sketch, model, precedent and detailed study.

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Ground The building has been sited at a location that can be easily accessed from a nearby main road. However, it also identifies itself within the context of the greater journey that some visitors take by foot, bike or horseback through the goldfields. A series of low retaining walls guide the visitor in from the driveway, through the centre and out to the bush walk beyond. The rubble retaining walls rise and fall to frame the galleries and administrative spaces. The building is a hub from which different journeys, extend from and through, in a reference to course of the historic Garfield water wheel ruins nearby. A series of grated steel platforms suspend visitors above the landscape which is strewn with veins of exposed rock.

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Opp. page: Plan of Visitor Centre Above left: Axonometric montage of grated steel platform Above right: Detail perspective section showing sleeper pathways and roof fold, designed to let slithers of landscape enter the building. Bottom left: Site photo taken along axis of Garfield water wheel ruin. Bottom right: Garfield waterwheel as it looked in the mid to late 19th century.

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Transitory The entry sequence by vehicle is orchestrated in such a way as to reveal the building through a moving series of flickers. This is achieved by a screen of vertical steel blades; gently rotating in relation to each other, eventually disappearing into the rocky hillside. Below: Perspective view of Visitor Centre along entry sequence.

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Whilst the vertical blades remain static, their subtle undulation highlights the movement of the viewer and changes in perspective and perception in relation to the building. The blades act to fragment the perception of the building and landscape upon arrival in a reference to the physical destruction that the area underwent after European settlement.

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Investigation into the history of the site and broader Castlemaine area identified six key periods that form a timeline, which instructs the architectural features of the building and the visitor walk. Sites around the visitor centre are flagged as places which relate back to the timeline and form part of the visitor walk. The key physical features of the timeline are identified and also embedded architecturally in the building. Perhaps the most unambiguous example of this physical manifestation of site topography is the shaft gallery which recreates the physical experience of sub-surface mining, which was prevalent in the area for many years after the initial alluvial gold, was exhausted. Larger deposits which are found in quartz were accessed by slicing quarries into the landscape. The slices have strong physical presence altering the perception and scale at which visitors experience the landscape. They are almost architectural â&#x20AC;&#x2DC;sectionsâ&#x20AC;&#x2122; cut into the landscape, which show the depth of the top surface soil.

Top right: Site plan identifying points in the surrounding landscape which relate to the historical timeline of the region. Bottom right: Sectional montages studying the difference perspectival and spatial relationships between the sectional quarries

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Site Sections 1:200

Threshold Six key sections through the building, cut from a central pivot show how the thresholds between the sheltered inside and the surrounding landscape are blurred throughout the project. The top section through the shaft gallery which recedes into the hillside is the most opaque of the thresholds, whilst the most transparent is the split between the gallery and the administrative offices which carries visitors just above the ground on a grated steel platform. This section also cuts into the ‘hearth’ of the building; a central bench which acts as a gathering point for school groups and tours. Both the gallery and the offices have sections of the outside ground cover, taken inside the building through the perimeter glass wall. The landscape enters the building and occupants form a visual and physical relationship with it at immediate close range, as well as through the buildings glass veil.

Left; sections top to bottom: Through Shaft gallery Main gallery and steel blades Central entry split and ‘hearth’ bench Visitor toilets

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The perspectives in this project highlight the relationship the building has with the surrounding landscape and the way in which it attempts to let the surrounds enter in sheltered spaces. They focus on the thresholds which exist in the splits and slices, offering views into the bush and canopy above. Certain spaces are enclosed by glass and stone walls for pragmatic purposes. The differentiation between these internal areas and the adjacent thresholds is very subtle and always defined by either transparent glass or natural rubble walls. The exposed landscaped spaces which also form part of the buildings architectural language blur its boundaries with the surrounding landscape. The architecture of the building always encourages people to look out and beyond the building. At every point it attempts to bring the landscape within physical and visual reach of the occupant. It asks the viewer to above all consider the physical presence of the surrounding environment, and the deep history that lies on and below its surface.

Right: Exploded axonometric of building and key architectural elements Opp. Page Left: View of tree canopy along axial path adjacent to administrative office

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Above top: Inside main gallery, landscape entering through roof fold Above middle: View inside shaft gallery towards wall split Above bottom: View of tree canopy above entry split through shade louvers.

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TON ANS SW STR EET

TH ABE ELIZ

LE SDA LON

EET STR

Drywater Topography Melbourne CBD, Victoria, Australia

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Transitory The exercise was performed as part of the Exposed Ground studio run by Richard Black. It records a drying patch of water in a busy CBD location. Over 600 frames of the drying puddle were taken during a 40 minute period. The entire event was condensed into a 30 second video and contours at approx. 5 minute intervals were taken. The exercise attempts to document a fleeting and transitory moment; in this case the process of water drying.

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The resulting topography relates to the way that mountains erode over millions of years; topographic maps catching them at a particular moment of their long term geological flux. The extraction of form, data and space from a seemingly random â&#x20AC;&#x2DC;naturalâ&#x20AC;&#x2122; process opens up a whole range of architectural possibilities. This diagrammatic experiment is the beginning of exploration into the transitory nature of organic matter.

Previous Page, Left: Montage of 600 stills of drying water Previous Page, Right: Plan of drying water with all contours overlapped Opp. Page: 3D massing of extruded contours Right: Individual contours taken at intervals during the drying process separated

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SOUTH FACING COOL AIR 1:20

LOCATION PLAN

THERMAL LIGHTBOX

LIGHT SHELF

1:20

Schröder House LOCATION PLAN

The Schröder House Gerrit Rietveld

Parkville, Victoria, Australia

The Schröder House Sustainable Proposal

Urecht, Holland 1924

Royal Park, Melbourne 2009

ORIGINAL PLAN Plans - 1:50 Location Plan - 1:1000

REDESIGNED PLANS Plans - 1:50 Location Plan - 1:1000 Sections - 1:20

Relocation and resuscitation The project was developed in a technology and sustainability oriented studio run by Damon Van Horne. At the beginning of the semester students were each given an architecturally and historically significant house to thoroughly document and study. Latter the house was to be relocated to a new site in Melbourne. Once relocated, the house needed to be modified in such a way as to receive a maximum rating under the Australian Building Council’s Green Star rating system. The studio required that sustainable and environmentally passive technologies were applied to the house in its new location to make it as energy and resource independent as possible. In this particular project, Gerrit Reitveld’s 1924 house for Mrs. Truus Schröder in Utrecht, Netherlands was moved to a new location in Parkville two miles north of the Melbourne city centre. Through extensive precedent study, and the analysis of climatic data using Autodesk Ecotect the modified Schroder House in its new location was able to achieve the maximum five-star rating. It is a study in to the subtle and sustainable adaptation and preservation of architecture within a culturally and historically sensitive context.

ROOF PLAN

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Existing Context The first part of the project involved an investigation into the existing Schroder house. Reitveld developed the architecture and interior of the house holistically within the stylistic language of the De Stijl art movement. The furniture, both fixed and free standing as well as the retractable partitions are all an intrinsic part of the house. Through detailed architectural drawing and analysis the direction of the project became clear; any intervention would have to be very subtle, and carefully co-exist with the valuable interior elements. The second tier of investigation involved detailed climatic studies. Of great importance was the building solar exposure in its new location. Studies were done of the buildings external BTU exposure as well as lux and heat studies within inside the house. This information would then help determine the best locations for interventions which would increase the buildings environmental efficiency and interior light levels.

SOUTH-WEST ELEVATION

SECTION A

SOUTH-EAST ELEVATION

NORTH-EAST ELEVATION

SECTION B

SECTION C

Right: Detailed architectural drawings of existing Schroder house in Utrecht, including ground floor plans with partitions opened and closed. Opp. Page left: Samples of shadow study top to bottom: Utrecht winter solstice Parkville equinox, the typical study required under local regulations Parkville summer shadow study Opp. Page Middle: Diagram showing efficient window heights in relation to sun ledge depth during yearly sun angle cycle in Melbourne. Opp. Page far right: First and Second floor lux exposure studies in Parkville location

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LOCATION PLAN

GROUND FLOOR

FIRST FLOOR

FIRST FLOOR - Partitions Closed

BASEMENT

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Adapting Technology The relocated Schroder house employs passive, active, high and low sustainable technologies. The energy of sun, wind and sub-soil are utilized and seasonally mitigated to increase the energy efficiency of the house. Traditional systems of grey, black and harvested water management are employed; as well as specialized Low-E glazing and thermally efficient insulation. However, beyond this a series of more complex climatic control systems are also integrated into the architecture.

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Sun: In its new location the house is exposed to a much more ferocious Australian sun. The original house has many flat concrete De Stijl style faces and panels, which form handrails, sunshades and ledges. A solar exposure study of these elements established which should be delicately modified to provide greater shade or made more transparent to let more light enter the interior. An un-intrusive location was also carefully selected for a north facing solar collector wall, which would be utilized in the winter. Solar panels and hot water systems are also installed on the roof. Wind: The house no longer needed to protect itself from harsh northern hemisphere winters; therefore it could be more permeable and take advantage of cross ventilation strategies. In Melbourne, following a streak of hot summer days which are defined by a northerly wind from the interior of the continent, a cooler southerly wind follows in from the Antarctic Ocean. It is important to take advantage of this to purge the house from any hot pockets of air and cool the structure. The existing skylight has been replaced by a glazed thermal chimney to breathe cool air into the house on milder days through operable vents on the southern faรงade.

Right Top: Sample of external solar energy exposure studies of house in Parkville location at different times of day and year. Right Bottom: Function diagrams of sustainable technologies employed: Grey and Blackwater recycling, Rain water harvesting, Solar energy collection ,Solar hot water systems, Geothermal heating and cooling Opp. Page: Elevations, Sections, Detailed sections and Plans of modified Schroder house in

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EAST ELEVATION

WEST ELEVATION

NORTH ELEVATION

WEST ELEVATION

SOUTH FACING COOL AIR 1:20

SECTION A

SECTION B

THERMAL LIGHTBOX

LIGHT SHELF

1:20

Sub-soil: It is not uncommon to temperatures to rise in excess of 110F during summer heat spells. On these days natural ventilation alone does not suffice. The house takes advantage of the low embodied temperature of the subsoil through geothermal heat exchange system. The consistent temperature underground can be used to cool (or heat in the winter) water that is run through a chilled beam system in the slab. In addition to this, a system of air cavities under the floor and around windows spreads the air throughout the house using the natural ventilators. There is a great advantage of geothermal harnessing on a domestic scale as temperature approx. 20ft below The the Schrรถder soil remains Houseconstant Sustainable Proposal between 60F and 70F. Thus, the exchange of air to the human comfort zone of 65F to 75F is a lot less energy intensive that inverting external temperatures which can range well over 100F between summer and winter. LOCATION PLAN

Royal Park, Melbourne 2009

REDESIGNED PLANS Plans - 1:50 Location Plan - 1:1000 Sections - 1:20

GROUND FLOOR

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FIRST FLOOR

BASEMENT

ROOF PLAN

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Parkville Schroder House The final design of the modified Parkville Schroder house attempts to efficiently employ all the technologies that were studied during the course of the studio. The house is a prototypical study of the possibilities of sustainable and environmentally passive technologies at the domestic residential scale. It attempts to inform all visitors, both architects and the general public at the possibilities of sustainable technology. The original Schroder house was highly innovative in its use of retractable panels, transformative spaces and modern interior design features. The new Schroder house builds on these 20th century developments with the latest sustainable technologies of this generation. Whilst it would be optimistic to think that future mass housing developments in Victoria would adapt all these technologies, it is hoped that it could at least give the public insight into the range of adaptive sustainable technology currently available.

Detailed Sections Material Details: 1. L 2

2 2. L 2

2 3. 4.

i B 6.

i 2 7. 2 8.

ysaght Longline 305 Flat Roofing graded battens 16mm treated plywood mm vapour barrier 400mm x 45mm CHH LVL beams 120mm R2.5 CSR sound insulation 220mm R4.0 CSR thermal insulation 25mm ceiling battens mm vapour barrier 12mm plaster board ysaght Custom Orb mm vapour barrier graded battens 120mm R2.5 CSR thermal insulation 170mm x 36mm 25mm ceiling battens mm vapour barrier 12mm plaster board 30mm Argon double glazed glass timber frame Thermomass Wall 70mm concrete 50mm airtight thermal insulation cavity 200mm reinforced concrete heat transfer tubing 12mm timber floorboards 90mm x 45mm floor battens 90mm air circulation cavity 260mm reinforced concrete nlaid heating tubes luescope Power-Dek 300 12mm plasterboard 12mm timber floorboards 90mm x 45mm floor battens 90mm air circulation cavity 180mm reinforced concrete slab nlaid heating tubes 50mm thermal insulation mm vapour barrier gravel bed 200mm x 60mm box gutter mm vapour barrier 205mm x 25 mm timber support 80mm JWI retracable louvre system

9. 10. T D

11. F 12. C 13. A

Summer Vent rombe Wall Aluminium Frame ouble Glazed Glass Timber Battens Black Light Absorbing Steel Plate 160mm air circulation cavity 120mm insulation Thermomass wall loor air intake fan irculation fan ir intake vent a

Trombe Wall Diagram: a. g b. c. t d. w e. c f. g. h. i.

lazed facade absorber sheet and caivty hermal insulation arm air in slab cavity ool air fan thermal storage in slab heated fresh air summer exhaust

d e

winter cycle

Below: Diagram of air circulation through floor and window mullion cavityâ&#x20AC;&#x2122;s utilizing the in-slab geothermal cooling and heating system. Top Right: Material key for detailed Trombe Wall section on opposite page Top Far Right: Circulation diagram of Trombe Wall functioning sequence. Bottom Right: Detailed section of retractable built-in shade louver system Bottom Far Right: Diagrammatic 3D of seasonally active climate control systems. summer cycle

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Far Left: Detailed section through Trombe Wall Top Left: Arial perspective showing photovoltaic cells, solar hot-water system and thermal chimney. Middle and Bottom Left: Perspective of Trombe Wall and perforated mesh terrace. Terrace enhances Trombe wall efficiency and lets more light into the interior. Above: Perspective of Parkville Schroder House showing shading louvers opened and closed.

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Student Housing Carlton, Victoria, Australia

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The student housing project is located on Queensberry Street very close to the central business district within walking distance to the University of Melbourne and RMIT. The project was developed as part of a core technology studio, with a focus on the study and understanding of the Building Code of Australia. The final building is 12 stories, and fits within the site setback and high restrictions. It Contains 60 single bedroom units, a two bedroom caretaker unit, a multi-use shared facility as well as bike parking and commercial space at the ground floor. The building aims to offer a higher standard of housing that is commonly available to the growing influx of international and regional students coming to Melbourne for study. The typical studio layouts do not provide a separate kitchen and eating area which is very much utilized by the range of international students boarding in the city during the semester. It is assumed that residents will eat out and only do minimal light cooking in their apartment. This assumption does not factor in the cultural significance of cooking and meal sharing. Subsequently the poorly ventilated studio apartments become an unpleasant and unhygienic. This project attempts to efficiently and economically mitigate this issue through strategic and informed planning.

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Culture and Program The first programmatic move was to separate the kitchen and bedroom. Each floor contains six one bedroom units with three different planning variations, of which none exceeds 350sqf. Each unit has a separate bedroom with space for a single bed and study desk, living room, balcony, bathroom and fully functioning kitchen with laundry facilities. The key feature is the fully equipped and well ventilated kitchen, which enables residents to share meals with fellow students and visitors. Throughout the semester a variety of space efficient Japanese kitchen precedents were studied with the final outcome combining the best features of these studies.

Above: Overall section through apartment showing kitchen elevation in detail. Right: Construction detail of GRC shade screen Far Right: Overall section Opp. Page top: Axonometric of GRC faรงade Opp. Page bottom: Section through entry foyer

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Efficient Sanctum The broader architectural philosophy of the project is that of an inner-urban sanctum for study and living; a student home. Rather than being forced to leave their dwelling each day because of lack of space and facilities; the apartments strive to be place where residents gladly return after a day of study and urban exploration. Each apartment also provides a timber clad balcony to encourage a physical contact with the surrounding city. The generous balcony provides an extension to the study and living space, whilst the GRC screen provides some shading and privacy. Student housing projects are sprouting around Melbourne at an exponential rate. The project is realistic about the possible amenities that student housing can economically offer. It hopes that future housing developments can be more culturally considerate and encourage a better more considered architectural environment for international students in Melbourne.

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Responsive Facades Carlton, Victoria, Australia

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Mapping Exposure As mean temperatures in Melbourne are steadily rising, future high rise buildings will need to address the issue of solar shading more succinctly. The following project is a reworking of the Student Housing façade element started at RMIT in 2009. The BCA oriented nature of the original project meant that initially little time could be spared to develop the façade. The façade was originally envisioned as static screen which responds to the annual movement of the sun and protects the most vulnerable surfaces form excessive solar exposure, whilst being porous enough to provide unencumbered external views for residents. The idea was revisited in 2014 and developed further. The façade is the product of a systematic design approach that can be applied to any building, regardless of its global co-ordinates as an alternative to simply retrofitting a building with Low-e glazing. It could be applied to any vertical high density project and would inevitable result in a different visual aesthetic. The main body of data for each of the three façades was gathered using Autodesk Vasari, taking the BTU/ft² solar exposure of each glazed surface at four different points in the year, summer, autumn (fall), winter and spring.

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The Formula Contoured solar exposure maps for each season, are taken at every glazed surface. The distance between contours ranges from 25mm to 75mm (1 to 3 inches), varying with each seasons maximum BTU exposure. The height above FFL of each seasonal contour field is then adjusted for the average seasonal altitude of the sun in relation to the setback of its adjacent glazed surface. The data fields are then divided by 175mm (6.9inch) sections, which make up the surface of vertical the fin and intersected with each other. The top of each fin is cut back at the FFL of the floor above, as this section no longer protects the window. Below: Overall plan of typical floor with faรงade screen Right and next page: Axonometric of final screen with integrated drawing faรงade development process. Opp. Page: Detailed drawing prepared for faรงade for laser cut model

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The resulting faรงade responds to seasonal solar exposure of each adjacent glazed surface and offers maximum protection to the most radiant areas of the window surfaces, whilst still providing ambient lighting and exterior views for inhabitants. A series of different iterations based on the Vasari data maps were studied before the final faรงade was developed. The project tests an experimental approach to developing an architectural language based on, (in this particular case) solar exposure data, to increase environmental effectiveness of the building whist developing a unique, seemingly random visual aesthetic. Future projects may respond to a diverse range of data sets to solve different architectural problems. Above, both pages: 1-point perspective looking out through screen from inside of apartments along Queensberry Street. Far Left: Perspectives of preliminary studies Left: First simple iteration of timber screen, taking height and mirroring the data set. Bottom Left: Sample of exposure study

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Urban Interventions Fitzroy, Ascot Vale & Williamstown, Victoria, Australia

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Melbourne 1850-1950 The following mini-projects look at three types of â&#x20AC;&#x2DC;historicâ&#x20AC;&#x2122; architectural style present in the inner suburbs of Melbourne; Colonial Victorian workers cottage, Inter-war Californian bungalow and Post-War austere. These are the most common residential architecture styles found in the suburb of Melbourne, beyond the modern era of the late 20th century. The historic houses that were studied and subsequently modified span 100 years of Melbourne history and are the products of different historical, social, cultural and economic variants. Today many still exist in their original condition and are constantly being modified by local architects. These types of projects form a large majority of the work which architectural practices both large and small take on in Melbourne. Most graduates will encounter projects like this at some stage in their professional career; whether itâ&#x20AC;&#x2122;s working for an office or taking one on as their first personal project. Whilst the building typology is domestic and localized in nature, precedents and approaches from all around the world were studied during the course of the studio. Drawing and sketching following the schematic approach of architects such as Alvaro Siza and Eduardo Souto De Moura was used to develop the designs throughout the studio. Each intervention employs a unique spatial modification sequence to re-develop the spaces more pragmatically and aesthetically aligned with a more contemporary inner city standard of living.

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Victorian Workers Cottage The first project is located on Newry Street in the inner city suburb of North Fitzroy. Modest single story workers cottages built in the 1890â&#x20AC;&#x2122;s run the length of the entire street. The site is a typical 20x100â&#x20AC;&#x2122; plot with a 25â&#x20AC;&#x2122; setback from the street. Traditionally these types of workers cottages are limited to two bedrooms; street facing master and more dimly lit, less desirable rear bedroom. Following this arrangement is typically ad-hoc kitchen and dining area, the bathroom, sometimes located outside in the backyard. This kind of layout, now largely out dated is completely open to re-interpretation through architectural intervention.

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The proposed architectural intervention focuses on spatial ambiguity as a key design driver. Historically a typical working class cottage would sleep one family which could count up to 12 people, between two rooms. The socio-demographic changes of the late 20th and 21st century now make the houses desirable to young and middle class professionals, as single family dwellings or shared housing. The design offers a variety of options, from a 1br with study, home office, living and dining; to a 3 bedroom share house. The key to the space is a series of four indoor/outdoor areas separated by folding partition screens and a courtyard. Through selective partitioning, it can be opened up as a large space incorporating the courtyard and rear deck or a sheltered dining and living/bedroom space. The program of the house is designed to be interactive and modified as needed by the resident, to serve a variety of living scenarios.

Right: Perspective of front elevation. Private terrace behind louvered screen accessed through retractable glass partition. Below: Long section through workers cottage showing bathroom skylight and courtyard. Bottom: Ground floor plan Opp. Page: Perspective looking through central courtyard and kitchen/dining out to rear deck and yard.

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Inter-war Californian Bungalow Outside of the USA, Australia and New Zealand are some of the only countries where this architectural style of housing was employed in the 1910â&#x20AC;&#x2122;s. It coincides with the newly formed federation of Australia seeking to be more independent from the British colonial style of architecture and culture which was very influential up until this time. Unlike the workers cottage, the bungalow offered a style of living that is more akin to todayâ&#x20AC;&#x2122;s single family residential standards. These houses are usually found a little further outside of the city than workers cottages, situated on larger blocks of land with more street frontage. This particular house is located on Edinburgh Street in the suburb of Ascot Vale near Flemington Racecourse.

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The proposal for the Edinburgh Street Californian Bungalow focuses around extension and extrusion of the original elements of the house. In the living room, the ceiling is removed and a high vaulted space is extruded out beyond the existing footprint of the house. The face of the extrusion comprises of the master fireplace, the edge of this wall is connected back to the existing house through a thin glazed skin. The dining room is also extended out across to form a new outdoor deck. Visually this space is integrated back into the house through a form which mirrors the existing elements and contains storage and BBQ facilities to form a new gathering and cooking area. There is also an extension housing the bathtub, which enables it to have views out over two private rear courtyards and giving the feeling of bathing outside even during the winter time. The act of extrusion enables the formation of new transparent spaces which balance on the threshold of the existing and new.

Right: Perspective looking out of dining room across dining deck at dining extension. Far Right: Ground floor plan Bottom: Section through vaulted living room and bedrooms. Opp. Page: Perspective across backyard, showing vaulted living room extension, additional bedroom louvers and dining deck.

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Post-War Austere In the period following the Second World War, an acute shortage of skilled labour and materials lead the development of residential architecture more lacklustre than the ornamentally oriented designs of the prosperous pre-war era. The final house is in the bay side suburb of Williamstown, whose large ship building and dockyard along with its steadily increasing migrant population saw its housing stock increase substantially in the 1950’s. Early post-war houses were commonly self-build projects by the property owners and lacked a coherent architectural approach. The first prototypical ‘of the plan’ houses in Victoria to utilize pre-fabricated components were built in the area. The subject house sits on a unique almost square site which has a wide street frontage and a relatively shallow back yard. The main mass of the house is formed by a large square which has an almost pyramid type roof structure over the main bedrooms kitchen and dining area. The element is unique to the otherwise rectilinear typology of the houses typical of this period.

Right: Perspective of extruded roof plain dining pavilion. Opp. Page top: Long and Short sections through modified house. Opp. Page bottom left: Ground floor plan of house Opp. Page bottom right: Street elevation, showing subtlety of intervention within the context of the existing house and streetscape

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Much of the existing layout of the house is retained, with the architectural intervention being mostly limited to the backyard facing quarter of the main roof structure. The ceiling and substructure have been gutted, and a new roof raised 3ft of above the existing roof line creates a new space with an abundance of light entering into the new kitchen dining area. This previously dark space now has a bespoke table which can be drawn partially into the kitchen for more informal family breakfasts, or drawn out into the new space for larger gatherings. Attic spaces in the existing roof are now much more easily accessible through a new stair which is integrated into a partitioning bookshelf. Other interventions involve the shifting of the front door and foyer, and the creation of an adjacent reading nook as well as reprograming of the kitchen, in relation to the new roof angle proliferated throughout the house. The architectural gestures, some bold and others subtle open up the existing dwellings previously fixed program, to a diverse range of living options which the residents can adjust to their requirements.

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Indigenous Knowledge Collingwood, Victoria, Australia

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Library & Resource Centre The ‘Woven’ Studio run to Sean McMahon looked at developing architecture through unique endo and exoskeleton structure. The loose project brief asked for a ‘public’ library and meeting place with the exact programmatic function to be determined by each individual project. Students were asked to focus on developing the building through the process of ‘weaving’ materials and structure, rather than on the traditional ‘programmatic’ functioning of a library. The Indigenous Knowledge Centre aims to be a definitive space for the long term storage of ‘knowledge’ acquired by Australia’s indigenous aboriginal people over the last 40,000 years and into the future. Writings, recordings, photographs and artworks scattered around the state and country would be digitally recorded both on and off site and stored at the centre for public access. It aims to compile a secure database for current and future generations to access with ease, even should any original pieces be lost. It is also a place where the local indigenous community can go to learn more about their culture and trace back their roots which have been eroded by the western colonisation of Australia.

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Indigenous Architecture The process based methodology behind the building reflects the traditional building techniques used by indigenous cultures to create lightweight shelters, unique to the mild Australian climate. The structures are built with branches found locally and interwoven together to create a canopy. Each structure is as unique as the individual branches which form them; the final shelters are both practical and sculptural. In developing the design, branches found at the site were digitally scanned at the RMIT SIAL lab and translated into a 3D modelling program. The building was then sculpted in the same way as a traditional aboriginal shelter, but digitally. The final design is a ribbed and faceted structure interweaving with the programmatic elements of the library. During the course of the studio, various physical modelling experiments were conducted to aid in the development of a potential faรงade pattern for the building. The example shown is created through a diameter study of a branch section. The circles were then centred along an axis to create a symmetrical section of varying diameter and repeated to create a section of a faรงade screen. The models shown are a layered translation of the study based on the natural attributes of the branch.

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Left: Two examples of faรงade screen models developed by measuring the diameter of a branch section. Opp. Page right: 3D scans of branches taken at RMIT SIAL lab. Middle: The 3D scans simplified into key point data used to create building faรงade geometry. Opp. Page left Examples of traditional indigenous aboriginal architecture of Australia.

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Left: Exploded axonometric of faรงade and structure elements. Far Left: Sequential axonometric of faรงade design sequence. Opp. page, top left: Main entry at the corner of Brunswick Street and Victoria Parade. Opp. page, top right: Looking north up Smith Street towards Victoria Parade Opp. Page, bottom left: X-Ray axonometric of complete building.

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Public Space The first floor of the library has been conceived as a public space in as much as possible. A cafĂŠ along Brunswick Street encourages visitors to casually engage with the program and learn more about library. A passage from the main street corner encourages passers-by to explore the building without necessarily having to come inside. The aim is to encourage intrigue in the indigenous knowledge of Australia and avoid intimidation and cultural exclusion. The second and third floors share a large open atrium with views across the city. The design methodology is perpetrated throughout the project with the structural ribbing and facets weaving in and out of the programmatic elements of the building.

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Bottom, left to right: First Floor Plan, Second Floor Plan, Third Floor Plan, Roof Plan Above: View from third floor across atrium onto second floor, and out towards the corner of Brunswick Street and Victoria Parade

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Above Right: View from inside CafĂŠ out towards Brunswick Street Bottom Right: Short section through cafĂŠ, first floor pedestrian passage and third floor atrium terrace.

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Above Left: View looking up from second floor through atrium void. Bottom Left: Long section through second floor atrium void.

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University of Melbourne - VCA Bachelor of Fine Arts in Printmaking & Drawing

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HOLUB2006

Print & Drawing VCA, Melbourne, Victoria, Australia

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The selected prints, drawings and photographs were completed between early 2005 and late 2007. These were the formative years of artistic exploration and subject matter of the work, most of which is not shown; can be considered as experimental and investigative. The work explores the phenomenology of perspective and perception and the relationship it has with memory and experience. It attempts to questions the viewerâ&#x20AC;&#x2122;s recollections of certain objects and moments; calling into question the pre-determined concepts one has imbued in them. Excerpts from essays completed during this time have been attached in an attempt to shed light onto the thought process behind some of the work.

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Can personal prejudice towards location, time and space be overcome in the selection of subject matter? Is it possible to depict the true nature of a scene or object without obscuring it with a self-conscious selection process, structured around personal emotions and attitudes developed through an over-saturated social and cultural existence? How can I develop imagery in which the subject matter is expressed within my understanding of aesthetics, space and time but remains free from any personal hierarchy of meaning and language? I considered some aspects of Phenomenological understanding as discussed by M. MerleauPonty. “The world is not an object such that I have in my possession the law of its making; it is a natural setting of, and field for all my thoughts and explicit perceptions.” He explains that there is an underlying structure of meaning within all relationships in our environment, a perspective that is developed within each individual but exists collaboratively as the woven fabric of existence, acting as what we perceive as; the true world, the ‘unifier of minds’. Thus if I was to take any photographs, the viewer would experience them within his own personal set of lingual meanings, however there would be a possibility of a sub-conscious unification occurring, in which the viewer may try to come to terms with the artists interaction with their environment; asking themselves the simple question. What in particular made the artists consider that particular instance in time as oppose to another?

Right: Small, 2005, Graphite on paper, 24x36” Opp. Page: Unknown man, 2006, Graphite on paper, 42x34”

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Above: Signs, 2007, Inkjet print, 48x32” Opp. Page: Things, 2007, Graphite on paper, 36x20”

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One already has a base model for understanding interactions with an environment as defined by past experiences and knowledge. What if after studying an image you find that it is relatively free of the individualistic properties of selection, existing in complete neutrality within the realm of existence as reflected by the artist’s perceptions? What if you find that in creating the work, the artists has completely removed themselves from the theme selection process, leaving yourself to consider reality and existence for yourself as it is, encourage you to come to terms with your own personal relations of time, place and space, as opposed to having enforced upon on-self those of the artists. I felt that it is possible to generate images that focus on personal meanings associated with particular instance, which don’t require you to search for any deeper encoded particularities enforced by the gaze of the artist. I would like the viewer to consider; “This is what’s happening at any particular given location in time; this alone, this and less, this and more. I and the artist may or may not have any significant relations to the site, our understanding of it is based purely on our knowledge of the world as a unifier; we are curious of the nature of the instance for the sake of being curious of all things around us taking into consideration their meanings as assigned by an neutral understanding of all existence. Referencing the work of the Vienna Circle, Ponty states “we can enter into relations only with meanings” The work tries to give a direct experience as it is, without taking into account its psychological origin and the casual explanations with the scientist, the historian or the sociologist may be able to provide. – Essay on the Phenomenology of Randomness, Nov 2007 Right: Concrete Jungle #3, 2006, Graphite on paper, 36x36” Opp. Page: Untitled, 2005, 35mm C41 LED printed on RA4 ultra gloss, 20x36”

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The randomness and anonymity of the materials used dismantles conventional attention grabbing attributes of classic painting and sculpture, such as the gaze, natural beauty or a poetically related narrative. Instead the metaphorical pallet is wiped clean of intrusive perspectives and individualized commentary. The relationships and innuendoes are subtle, the piece talks about something that involves everyone, at any given point in time. Be it for necessity or entertainment, our mere existence is constantly creating and recreating form, traces of its plight are consciously recorded in works such as the box compositions Rauschenberg. These artworks, although simple in their material form, through creative artist guided manipulation evoke our own relationship with time, space and context of the work and of the world around us. By arranging their various artworks against the mundane churn and maul of everyday life that funnels into the designated space, Judd, Richter, Rauschenberg and Christo create a juxtaposition of form, time, space and movement and begin to talk about the integral complexity of human thought and interaction. - Excerpt from an Essay entitled â&#x20AC;&#x2DC;Formlessâ&#x20AC;&#x2122; May 2006

Opp. Page: Untitled Memories, 2007, Graphite on Paper, 46x36â&#x20AC;? Right: Detail of window from Untitled Memories

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Above: City Quagmire, 2006, Graphite on Paper, 42x20” Opp. Page: Lights, 2007, Graphite on Paper, 46x36”

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Medium Format Photography Central Karakoram, Pakistan

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The Karakoram Gilgit-Baltistan, Pakistan

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The following photos were taken on a trip in mid2012 through the remote Gilgit-Balitstan region of Pakistan. During the course of a four week trek up the Baltoro glacier a series of photos were taken with a medium format Hasselblad 504CW with 80mm lens using a variety of E6, C41 and Black and White film. The trek left the village of Skardu at an altitude of 10,000ft up the Indus River valley onto the Baltor Glacier and up to Concordia at the confluence of the K2 Glacier. This area called â&#x20AC;&#x2DC;The Throne room of the mountain godsâ&#x20AC;&#x2122; but the early Italian explorer Duke Abruzzi lies at approx 16,000ft and leads to the Basecamp of K2 and four of the world highest mountains lying above 26,000ft. The journey culminated in the crossing of the Gondogoro La (Pass) at an altitude of 19,488ft from which the trek descended for another week back to the regional hub of Skardu.

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Right: Looking back at Concordia, confluence of the Baltoro and K2 Glaciers on-route back from K2 Basecamp

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Left: Looking up the K2 glacier from Concordia with K2 at 28,251ft in the centre and Broad Peak 26,414ft on the right.

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Above Left to right: Tarango Tower at 20,623ft has world largest near-vertical drop of 4,396ft; Lobsang Group of peaks from Baltoro glacier; view up dawn view of K2 from Gondogoro La

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Above Left to right; path along-side Baltoro Glacier; view across the Hushe Valley; View from Gondogoro La at 19,488ft, distinctive spear shape of Laila Peak in the background with a face at 45 degrees extending over 5000ft.

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Right: Owner of ‘hotel’ at Hushe, the last village accessible by vehicle on South side of K2 with trekking guide

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Left: Low altitude porter along Baltoro Glacier supplying expeditions attempting to summit K2 at age 62

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Right: Grounds keeper at Johla camp along Indus River Opp. Page: View at sundown up the Main Street of Skardu.

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If the doors of perception were cleansed every thing would appear to man as it is, Infinite. For man has closed himself up, till he sees all things throâ&#x20AC;&#x2122; narrow chinks of his cavern. William Blake

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