Avneet kaur folio by avneet

AVNEET KAUR m.arch, b.arch

archiz.avneet@gmail.com 551-998 3079

SOFTWARE SKILLS Autocad 2014 Revit 2014 Photoshop CS6 Indesign CS6 Sketch up 7.0 Illustrator

advance advance advance advance intermediate basic

REFERENCES Pankaj Vir Gupta Director Vir Mueller architects new delhi, india 011 26565633 Meghal Arya Partner Arya architects ahmedabad, india 079 26641858

AVNEET KAUR EDUCATION 2008-10 : M.arch (Theory and Design) Centre for Environment and technology (CEPT), ahmedabad, india Shortlisted amongst five students for a Workshop on international social housing (WISH2010) at Accademia di architettura, mendrisio, Switzerland. 2003-08 : B.Arch Aligarh Muslim University, Aligarh, India Awarded gold medal for excellent performance PROFESSIONAL REGISTRATION Registered architect: council of architecture (CA/2011/51797) PROFESSIONAL EXPERIENCE 2011- 2015:Vir Mueller architects, new delhi, india worked as Senior Project Architect with Pankaj Vir Gupta and Christine Mueller on residential and institutional project through all stages of design and construction administration. 2010-2011: Arya architects, ahmedabad, india worked as Project Architect with Meghal and Vijay Arya on institutional and public projects through all stages of design and cordination with involved agencies. Summer 2009: Centre for Environment and technology (CEPT), ahmedabad, india Research associate under Prof Kulbhushan Jain (HOD M.arch programme, CEPT) Jan 2008-July 2008: Raj Rewal architects, new delhi, india Working drawings and presentation drawings for various residences. ACADEMIC EXPERIENCE 2014 - 2015: MBS School of Planning and architecture, new delhi, india Visiting lecturer, third year undergraduate, building construction and management

TABLE OF CONTENTS

PROFESSIONAL WORKS virmueller architects NCAER 8 SAXENA APARTMENTS 16 SCHOOL OF IET-AHMEDABAD UNIVERSITY

UNIVERSITY OF CHICAGO

HTIC

MARTYR MEMORIAL - ITANAGAR

arya architects BUS TERMINAL STATION 48

ACADEMIC WORKS RESEARCH THESIS

DESIGN STUDIO ONE 56 WISH STUDIO (MENDRISIO)

Founded in 2003 by partners Christine Mueller and Pankaj Vir Gupta, the office of vir.mueller architects combines architectural research, education, and practice. Prior to establishing the firm, both partners worked for renowned architectural offices in the United States, Europe, and India. We strive to create timeless aesthetic relationships, evoking the spirit of contemporary culture, ecology, and technology. Pankaj Vir Gupta is a licensed architect in the United States, and a registered member of the Council of Indian Architects.

PROFESSIONAL WORK VIR MUELLER ARCHITECTS 2011-2015

type: institutional area: 12,265 sq m year: 2009-present

NATIONAL COUNCIL OF APPLIED ECONOMIC RESEARCH

location: new delhi cost: 60.0 cr Worked as the Project architect with the team of six architects and was involved in all design stages, construction documents and bidding of the project. Responsibilities included: - leading the team with the production of drawing set at every stage. - cordinating with structural and MEP consultants and scrutinizing the drawings to become coherent with architectural intentions.

left: rendition of north facade right: physical model

E a1.1

12 13 14

4795

1653 1292

4910

5575

a1.2 a3.1

a2.3

a1.1

4475

a2.1

7925

4825

3500

2500

1750

ffe: 800

1000 1900

2000

e102

3525

e101

kerb; see landscape drawings for details

grit finish boundary wall

5075

6250 4750

1700 4600

3300

3000 3125

2750

700 800 2500

500 1500

E 3125

x109

3125

2125

x110

ffe: 1415

1775 1000

132

114

131

3250

2250

3250

2250

115

116

x106

2250

5250

x108

2250

a1.2 a3.2

x107

ffe: 1415

5200

750 2000 2795

1000 2075 1000

750

2975

2780 2780

line of basement below

2250

I ffe: 1225

tos: 1125 ffe: 975

1665

2485

1500 UP

118

121

134

tos: 900

s18

136

133

ffe: 1415

120

5700

123

130

1 a12.4

4098

135

119

1800

s15

3465

6055

2360

4750

124

140

see sheet a12.3 for details

ffe: 975

1000

139

138

N W

2750

a1.2 a12.1

137

ffe: 1415

2750

a6.2

2 a12.4

tos: 900

ffe: 1000

125

300

2250

s17

10 e 1: slop

ffe: 750

K 5000

122

12050

line of canopy above

s14 117

4750

2620

8600

3600

ffe: 1415 x113

1000

3525

3700 (typ.)

7500

ffe: 600

ffe: 975

tos: 900

e107

a1.2

1000

6050 2860

500

7500

1200

9800

a2.1

1600

1 a5.1

750 10225

116

ffe: 600

a1.1

2250

x111

a1.2 a13.1

2250

4225

5750

3850

1 a5.3

4225

3090

2250

ffe: 1415 106

107

129

a1.2 a7.1

3b 2e

3500

2575

3300

450

2250

UP DN

ffe: 1120

e117

115

1000 1000 s5

126

2620

127

4880

128

s16

2620

1500

500

ffe: 1020

ffe: 1100

ffe: 1200

750

8625

109

B tos: 450

a1.2 a3.3

1000

3250

124

s13

tos: 900

123 105

1000

a1.2 a7.3

15148

2360

110

4575

3350

1000 1500

e118

114

350

1000

1500

104

x105

1675

4040

e116

e115

1500

s10

113

4575

line of existing canopy

e124

112

x104

e108

e125

1750

975

325

1000 1500

1900

1300

1000

5625 600 1000

111

3575

x103

2800

130

300 1798 1000 1000

13 a1.2 a13.1

126

127 x102

122

1388

5 a1.2 a3.3

1800

tos: 1050

2925

525 525 2000 2 a5.3

1800

x101

s11

900 800 900 325

1000

1800 2075

3425

s23

1700

113

e114

2575

1388 1000

ffe: 975

117

ffe: 1415

2200 2150 5925

1000

1350

Y C

1000 101

1550

103

e109

2300

s22

tos: 900 ffe: 1100

e110

e119

a1.2 a7.4

e113

ffe: 800

e121

e111

5975

1550 121

118

1475

112

e106

2375

325

a1.2 a3.2

e105

350 800 700 1200

120

1575

e112

1485

111

e120

350

1000 1485

s21

ffe: 1415

1890

e111

3375

2425

375 350

3450 (typ.)

110

3750

102

1500

tos: 1050

2065

e104

850700 1200

a1.2 a12.2

3310 119

35 0 0 tos: 450

x112

4825

4000

3350

e109

e110

slope 1:125

ffe: 1250

a1.2 a12.1

a1.2 a7.4 e112

2400 2e

109

107

UP 108

e103

a2.2

e114

1000

a2.4

a1.1

e123

3 a5.3

1000

e102

350

825700 1200

e101

a2.2

slope 1:8 ffe: 975

1000

a2.3

a1.1

ffe: 975

L1 M

300

3360

ffe: 525

s12

3050

3550

3400

2750

106

995

1500

350

1000

e122

3475

3550

4745

e108

s19

e115

104

a1.2 a13.1

a1.1

ffe: 1415

e107

a1.1

105

650 3050 (typ.)

e106

e116 e105

103

4745

1325 1000

650 (typ.)

3800

7185

slope 1:1

e117

4 a5.3

kerb; see landscape drawings for details

5000

ffe: 1050

(typ.)

e104

UP 131

tos: 150

slope 1:10

1000

ffe: 950

3125

875 875

1:8

5225

powder coated M.S. gate (typ.)

101

s20

slope

102

815

4525

powder coated M.S. gate (typ.)

ffe: 150

ffe: 00

575

175

1795 ffe: 00

1 a1.2 a3.1

ground floor plan 1:200

1 a1.2 a1.2

left: ground floor plan right: south facade skeleton

10 exposed R.C.C. parapet wall; see structural drawings for details

35 mm sandstone, dry clad with S.S. clamps (typ.)

30 mm flamed granite pa mortar 100 mm P.C.C. laid to sl 100 mm layer of

exposed R.C.C. staircase; see structural drawings for details

30 mm flamed granite cladd mo A.A.C. block

insulated KAWNEER glazing assembly (typ.)

30 mm flamed granite pa mo 100 mm P.C.C. laid to sl 100 mm layer of brick ramm

exposed RCC beam (typ.); see structural drawings for details

35 mm sandstone, dry clad with S.S. clamps (typ.)

section detail 1:20

18 mm granite floo mo 75 mm P.C.C. l 375 mm A.A.C. block fi R.C.C. slab as per structural

R.C.C. canopy; see structural drawings for details

2100

+6.45 m

4650

t. o. slab

138

139

a2.1 a12.3

120

119

115

a2.1 a2.1

35 mm sandstone dryclad S.S. clamps on R.

30 mm flamed granite pa mo 100 mm P.C.C. laid to sl 100 mm layer of brick ramm

116

+1.35 m

a2.1 a2.1

3150

t. o. filling 026

025

030

025

029

GRACE 'Prepufe 300R' wate membrane ins uniform sacrificial s

- 2.55 m

011

3150

013 010

001

011

001

t. o. slab

012

-6.00 m -6.90 m

t. o. filling

t. o. slab notes

section A

600

2 a2.1 a6.1

912

813

section detail 1:20

a2.1 a2.1

712

18 mm granite flooring over mortar over powder 75 mmcoated P.C.C. M.S. layer railing over 375 mm A.A.C. block filling over granite cladding over R.C.C. slab as per existing structuralparapet drawings wall

+1.35 m t. o. filling

t. o. slab

t. o. filling

a1.2 a2.1

900 mm high brushed S.S. railing

8 t. o. slab

430

6.45 m

329

2 a2.1 a2.1

0.9 m t. o. slab

001 002 003 007 011 013914 016 019 025 026 029 030814 122 124 129 138 139 218713 222 228 319 323 329 614 420 424 430 520 524 530 514 604 608 614 703 706 712 415 803 807 813 903 907 912315 1002

25 mm P.C.C. protection layer over 2 layers of 1.5 mm GRACE 'Bituthene 8000' waterproofing membrane over R.C.C. slab 250 mm water bound macadam layer

t. o. slab

37.85 m t. o. slab

parking / driveway fire tank lift lobby 1 stair 4 services / storage stair 6 services / storage stair 1 services / storage services / storage services / storage parking / driveway lift lobby 1 corridor 2 stair 2 AV room conference centre lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 lift lobby 1 corridor 2 stair 2 stair 2

x901

907

insulated KAWNEER glazing assembly

32.55 m

903

t. o. slab

a2.1 a2.1

807

28.65 m

803

t. o. slab x701

706

24.75 m

703

t. o. slab x601

608

20.85 m

604

t. o. slab x501

524

16.95 m

520

t. o. slab

424 401

13.05 m

420

t. o. slab

323

301

9.15 m

319

t. o. slab x201

214

222

5.25 m

218

t. o. slab

124 139 114

130

35 mm sandstone louver fixed to brick wall with S.S. dowels 30 mm flamed granite coping with 5 mm x 8 mm drip edge over mortar 35 mm sandstone drycladding with

101

129

1.35 m

122

t. o . filling

0.90 m t. o . slab

x801

228

1.35 mconcrete 125 mm vacuum dewatered laid to slope of 1:125 t. o. filling 125

section detail 1:20

t. o. slab

a2.1 a2.1 37.85 m

25 mm P.C.C. protection layer over 2 layers of 1.5 mm GRACE 'Bituthene 8000' waterproofing membrane over R.C.C. slab as per structural drawings

a2.1 a6.1

section detail 1:20

25 (typ.)

530

-6.00 m t. o. slab

550

30 mm flamed granite paving over mortar over P.C.C. laid to slope of 1:125

35 mm sandstone, dry clad GRACE 'Prepufe 300R' waterproofing with S.S. clamps (typ.) membrane installed on uniform sacrificial shuttering

- 2.55 m

150

30 mm flamed granite paving over mortar over 100 mm P.C.C. laid to slope over insulated DOMAL 100 mm layer of brickbats over glazing assembly rammed earth

a2.1 a2.1

(typ.)

-6.90 m

614

30 mm flamed granite over mortar over A.A.C. block masonry

35 mm sandstone drycladding with S.S. clamps on R.C.C. wall

375

t. o. slab

37.5 m name

1001

1002

300 mm wide stormwater drain; see landscape drawings for details

section detail

section detail 1:20

t. o. slab

room no.

330

150

1:20

+6.45 m

room index

RCC beam (typ.); tural drawings for

anopy; see drawings for

3. Contractor to refer landscape drawings for courtyard levels and finishes.

a1.2 a2.1

39.3 m

125 mm vacuum dewatered concrete laid to slope36.45 of 1:125m over 250 mm water bound macadam layer over t.rammed o. slab earth

375

30 mm flamed granite paving over mortar over 100 mm P.C.C. laid to slope over 100 mm layer of brickbats over rammed earth

40.35 m precast concrete drain cover t. o. slab as per landscape detail

30 mm flamed granite cladding over mortar over A.A.C. block masonry

KAWNEER glazing y (typ.)

2. See door / window schedule for door / window types.

900

30 mm flamed granite paving over mortar bed over 100 mm P.C.C. laid to slope over 100 mm layer of brickbats

R.C.C. staircase; tural drawings for

1. Contractor to refer structural drawings for R.C.C. slab details.

1:200

5100

R.C.C. parapet structural drawings s

030

section detail 1:20

left top: building section left bottom-left: sectional details left bottom-right: casting of double basement ramp right top: coffered slab right bottom: exposed concrete

1075

5 18

panel 2

R.C.C slab; see structural drawings for details

panel 1 (mirrored)

2 16

240 mm x 50 mm x 12 mm M.S angle bolted to R.C.C staircase slab 5 18

0 E

panel 3 (mirrored) 0 22

1100

ARMSTRONG perforated metal false ceiling as per specifications

6 mm powder coated M.S sheet (typ.)

0 1000 .) (typ

SAINT GOBAIN fire rated glazing assembly; see a10.4 details

1100

panel 3

panel 2

1550

100

2005

100

5 18

R.C.C slab; see structural drawings for details

panel 1 (mirrored)

2 16

1550

100

240 mm x 50 mm x 12 mm M.S angle bolted to R.C.C staircase slab

1500

panel 3 (mirrored)

panel 6 0 22

panel 6 (mirrored)

panel 5 (mirrored)

panel 4 (mirrored) 1065

panel 5 0

panel 1

panel 2

100

panel 3

1550

100

2005

100

1550

100

1500

200

1500

900

ARMSTRONG perforated metal false ceiling as per specifications

1100

900

panel 2

1075

5 18

panel 1

panel 6 (mirrored)

100

1550

100

1505

100

panel 4 (mirrored)

2000

100

2000

stair 2 typical elevation

panel 5 (mirrored)

1550

1505

100

1065

panel 6

1505

1550

2000

100

1:20

a7.1 a7.2

(4) 5 mm saw cut grooves spaced 5 mm apart in stone tread (typ.)

1:10

8 mm M.S plate anchored to floor

1:5

stair 2 typical section 1:10

3 a7.1 a7.2

1000

200

1000

200 800

800

1000

033

1550

2005 200

NCAER 1000

800

11, parisila bhawan indraprastha estate new delhi 110002

vir.mueller architects

1505

panel 6

panel 3

stair 2 panel sizes

1550

c7/125 safdarjang development area new delhi 110016, india 011-26565633/26525634 www.virmueller.com ay

100% construction documents 5

a7.2 a7.2panel

R.C.C slab; refer structural drawings for details

2005

11, ind n

918

800

200

5 18

stair 2 typical fixing detail 1:5

5 a7.2 a7.2

vir.mueller

1505

stair 2 panel sizes 1:50

stair 2 - el

6 december 2013

18 mm granite over mortar

panel 3

As indicated

panel 4 0

1:50 panel 2

a7.2 a7.2

R.C.C slab; refer structural drawings for details

a7.1 a7.2

200

1200

panel 1 5 18

a7.2

2000 stair 2 - elevations

0 100

18 mm granite over mortar

stair 2 typical fixing detail

325

3 a7.1 a7.2

a7.1 a7.2

1:10

stair 2 typical section

800

918 875

918

240 mm x 50 mm x 12 mm R.C.C slab; refer structural M.S. angle anchored to drawings for details staircase slab

1550 panel 5

1200

R.C.C slab; refer structural drawings for details

panel 2 18 mm granite over mortar

200

a7.2 a7.2

8 mm M.S plate anchored to floor

875

18 mm granite over mortar

1000

1550

1000

6 mm powder coated mild steel sheet

1500

2000 panel 4

200

a7.1 a7.4

panel 1

240 mm x 50 mm x 12 mm M.S. angle anchored to staircase slab

1500

stair 2 plan detail

1500

a7.2 a7.2

1000

6 mm powder coated mild steel sheet

200

0 22

325

1:5

a7.1 a7.4

0 100

stair 2 typical handrail detail

35 mm dia brushed S.S handrail

200

1:5

12 mm dia brushed S.S. rod welded to handrail

0 22

varies typical handrail detail

1. Shop drawings and mock up fo be issued for architect's approval p and installation

6 mm powder coated S.S. plate fastened to sheet with S.S. fasteners

1000

6 mm powder coated M.S sheet

1. Shop drawings and mock up for steel fabrication to be issued for architect's approval prior to construction and installation

6 mmvaries powder coated S.S. plate fastened to sheet with S.S. fasteners

12 mm dia brushed S.S. rod welded to handrail

stair 2

째 90

6 mm powder coated M.S sheet

째 90

35 mm dia 14 gauge brushed S.S. handrail fastened to steel sheet

a7.2 a7.2

35 mm dia 14 gauge brushed S.S. handrail fastened to steel sheet

notes

powder coated 6 mm powder coated 6M.Smmsheet M.S sheet

918

a7.2 a7.2

35 mm dia 14 gauge brushed S.S. handrail fastened to steel sheet

300

95 째

18 mm pre-polished granite tread

25 100

95 째

hed granite tread

grooves art in

panel 5

1505

200

100

600

1000

panel 4

1550

c7/125 safdarjan new 011-

panel 6

6 a7.2 a7.2

100% construction do

The design proposes the creation of an exemplary civic landmark, appropriate for a significant urban presence and one that strives to reflect the growing stature of the Indian economic model on the world arena. The design also responds to the organizational structure of NCAER at the same time promoting the idea of transparency. The landscape design integrates the campus with a plaza of paved and green spaces creating opportunities for interaction among the users.

left top: staircase railing drawing left bottom: construction details with corridor rendition right: rendition from the main road

type: residential area: 1100 sq m year: 2011-2013

SAXENA APARTMENTS

location: new delhi cost: 6.0 cr Worked as the Project architect with the team of three architects and was involved in all design stages,construction documents and overseeing the completion of the project. Responsibilities included: - leading the team and cordinating with structural and MEP consultants at every stage. - communicating with the client to understand his concerns/ requirements. - supervising the site by documenting weekly progress and checking the material and methods at site.

left: rendition from street right: physical model

left: material palette of a typical bathroom right: construction details of the stone screen photo courtesy: andrew fanthom

170 255

455

175 10 x 10 mm aluminum channel

405

18mm stone coping sloped to drain

15.8 light fixture; seem electrical drawings t.o. for wall details painted plaster 20 ceiling mm 'KOTA' stone pavers

20 mm plaster ceiling with water proof paint

details wall section

1:10

a6.1 a6.2

15.8 m

t.o. wall

laid over 25mm mortar bed (typ.)

a6.1 a6.2

18mm stone sloped to drain; sample to be approved by architect

75mm insulation and water details proofing as per specifications from wall section 'ROOFERS COMBINE (typ.)

20 mm 'KOTA' stone pavers laid over 25mm mortar bed (typ.)

1:10

t.o. wall 75mm insulation and water proofing as per details from 'ROOFERS COMBINE' (typ.)

a6.1 a6.2

14.9 m

a6.1 a6.2

t.o. slab

waterproofing using 'PENETRON' as per specifications

18 20

230

14.9 m

t.o. slab

55 painted R.C.C.

18mm 'KOTA' stone flooring; sample to be approved by architect 170 mm R.C.C. as per structural details 50mm P.C.C.

35 mm "GWALIOR WHITE" sandstone 230mm brick wall

150mm gravel and sand over rammed earth

35 x 150 mm 'GWALIOR WHITE' sandstone screen

double insulated 'DOMAL' glazing; see a10.1 for details

170

stone ledge

50 100 5 x 8 mm drip edge

35 mm 'GWALIOR WHITE' sandstone cladding with

150 mm stone skirting

150

15 x 20 mm drip edge in slab 5.90 m t.o. slab

3 a6.1 a6.2

1:10

850 18mm stone cladding on bathroom wall (typ.), stone sample to be approved by architect

50 mm thick stone tanking for waterproofing as per specifications from 'ROOFERS COMBINE'

6 170 mm lintel; see structural drawings for details

12 mm ceiling plaster w/ paint (typ.)

18 mm stone laid on insulated double mortar with "DOMAL' glazing; see waterproofing sheet a10.1 for details compound

345 mm R.C.C. wall

'plaster of paris' false ceiling with water resistant paint as per detail

18mm stone cladding around all faces of rough opening.

115 mm brick parapet wet clad in stone

1 a6.1 a6.2

150 x 18 mm stone coping, laid in slope

raft slab as per structural drawings

double insulated 'DOMAL' glazing; see sheet a10.1 for details

1400

300

a6.1 a6.2

170

2.90 m

t.o. slab

100

255

t.o. slab

150 mm stone skirting

170

50 25

20 150

115 mm brick wall

t.o. slab

15 x 20mm drip edge

a6.1 a6.2 'plaster of paris' false ceiling with water resistant paint as per detail

8.9 m

5.90 m t.o. slab

455

1:10

details wall section

125

details wall section

plaster and painted 115mm brick wall

painted R.C.C. slabS.S. clamps (typ.)

75 18 mm bathroom flooring

R.C.C. slab with paint 15 x 20 mm drip (typ.)

edge

painted R.C.C. slab

stone cladding on painted R.C.C. slab

r.c.c. column (typ.)

details wall section

a6.1 a6.2

stone cladding on r.c.c. column (typ.)

1:10

a6.1 a6.2 2175

1:10

details wall section

75mm P.C.C. laid over 150 mm sand and crushed gravel

150

0.30 m

t.o. slab

18mm 'KOTA' stone flooring; sample to be approved by architect

18mm 'KOTA' stone flooring over R.C.C slab; sloped to drain

150

a6.1 a6.2

0.30 m

t.o. slab

12 mm ceiling plaster w/ paint (typ.)

345 mm R.C.C. wall

50 mm stone tanking for water proofing as per details from 'ROOFERS COMBINE'

50 mm stone tanking for water proofing as per details from 'ROOFERS COMBINE' (typ.)

115 mm brick wall; plastered and painted

The screen is designed on the north and west facade of the house to perform playfulness with light and shadow in the interior spaces.

50 mm stone tanking for waterproofing as per details from 'ROOFERS COMBINE'

a6.1 a6.2

-2.70 m

-2.40 m

t.o. slab

The 3m x 3m stone screen is balanced by horizontal and vertical pieces tugged and grooved into each other and pinned to the floor and slab above.

300

Stone screen is the crucial component of this project. The screen was made by local craftsmen with 35 mm thick local available stone named Dholpur white. It was derived by various mockups at site under the supervision of Project architect.

18mm 'KOTA' stone flooring; sample to be approved by architect

300mm R.C.C. raft slab ; see structural drawings for details

wall section

1:25

1 a2.1 a6.1

wall section 1:25

2 a2.3 a6.1

wall section 1:25

30 mm dia brushed S.S. tube section

2 eq

'DOMAL' insulated glazing; see sheet a10.1 for window schedule (typ.)

eq +14.9 m

a7.2 a7.2

t.o.slab

3000

3 30 mm dia brushed S.S. railing

x516

900 (4 treads @187.5 mm eq.) 900

tos: 9650 UP

11 t10 t9

950

eads @187.5 mm eq.)

+11.9 m

tos: 8900

t.o.slab

C 3000

x416

x410

9.65 m

t.o.slab

a7.2 a7.2

+8.9 m t.o.slab

stair II elevation 2

stair II section 3

1:50

a7.2 a7.2

1:50

a7.2 a7.2

30 mm dia S.S. hollow tube section

30 mm dia brushed S.S. tube section

50 x 75 mm brushed M.S. angle section 30 mm dia brushed S.S. railing

15 mm dia brushed S.S. section

300

950

18 mm 'monte carlo' over mortar bed (typ.)

50 100

100

500

100

150

18 mm 'monte carlo' over mortar bed (typ.)

100

215

10 mm dia brushed S.S. section

900

50 x 75 mm brushed M.S. angle section RCC waist slab; see structure drawings for details

4 a7.2

stair II detail 1:10

6 a7.2 a7.2

stair I detail 1:10

5 a7.1 a7.2

The design chose to work within the fabric and scale of the context, anchoring this building firmly between a neighborhood park on the north and a busy street on the west. Each apartment is envisioned as a container of sunlight, mapping the changing intensity of the sun on a highly reflective limestone floor. Rooms are organized around an interior â&#x20AC;&#x153;plazaâ&#x20AC;?, eliminating circulation corridors and facilitating visual links between the rooms to the park and street outside. The choice of monolithic, sandblasted Gwalior sandstone panels for the facades enabled us to collaborate with the stone craftsmen, creating shade screens as thermal buffers on the street

left: staircase detail and the duplex interior view right: exterior view of the house

type: institutional area: 23,000 sq m year: 2011- 2015

SCHOOL OF IET,

AHMEDABAD UNIVERSITY

location: ahmedabad cost: 65 cr Worked as part of the team of eight architects and was involved in all design stages, construction documents and construction administration. Responsibilities included: - working as part of team with the production of drawing set. - cordinating with plumbing consultant and helping Project Architect with the coordination of the drawings. - supervising site progress with the Project Architect. - addressing site queries and resolving them with the Project Architect.

left: stone screen infront of the glazing right: physical model

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

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





 







 



















 

   









 

 



 



 



 







 























 

   















 

















   







 





























 



 











 

















   



















  





 

 



  











    



























  



   



 



























 

 









 





 











 











































 





 















 

 

  

left: ground floor plan right: internal courtyard view photo courtesy: andrew fanthom

exposed R.C.C. column; see structural drawings (typ.)

1.2 m t. o. slab

35mm AGRA RED sandstone dry clad with S.S. clamps (typ.)

courtyard; see landscape drawings

35mm AGRA RED sandstone dry clad with S.S. clamps (typ.)

exposed R.C.C. beam; see structural drawings (typ.)

t elevation

north elevation

2 exposed R.C.C. beam; see structural drawings (typ.)

east elevation

a1.2 a3.1

35mm AGRA R with S.S. clam

1:200

a1.2 a3.1

1 21.9 m

t. o. parapet

20.7 m x414

apet

x413

x412

21.9 mx410

x411

x409

x408

x407

x406

x405

x404

x403

t. o. slab

x401

x402

t. o. parapet

exposed R.C.C. parapet x414

exposed R.C.C. parapet

x413

x412

1.2 16.2mm

x411

x410

x409

x310

x309

x210

x209

x110

x109

t. o. slab x314

x313

x312

x311

x310

x309

x308

x307

x306

x305

x304

x303

x301

x302

exposed R.C.C. beam x314

x313

x312

11.7 m

ne screen

x311

t. o. slab exposed R.C.C. column

x214

x213

x212

x210sandstone x209 AGRA RED screen

x211

x208

x207

x206

x205

x204

x203

x201

x202

7.2 m

exposed R.C.C. beam

x214

x212 t. o. slab

x213

umn x116

x115

x114

x113

x110

x109

x108

x107

x106

x105

x104

x103

x102

x101

exposed R.C.C. column

118

x116

x115

x114

1.2 m

118

x011

x010

x009

x007

x008

x004 x006

x003

35 mm AGRA RED sandstone fixed with S.S. clamps

125

700 125

700

1500

700

3750

1400 125

1400

700

3750

1800 ED sandstone fixed with

700

125

a3.1 a3.1

1500

700

1400

700

3750

125

700

125

700

125 25 mm KOTA BROWN stone flooring

3750

screen 3 plan 1:50

450

1400 700125 125

6 a3.1 a3.1

35 mm AGRA RED sandstone fixed with A S.S. clamps exposed R.C.C. column 700 700

screen 2 plan 1:50

700

35 mm AGRA RED sandstone fixed with 700 S.S. clamps 700 1500 700 4550

a3.1 a3.1

125 BROWN stone flooring 3750 25 mm KOTA 125

institute of ict

1735

4200

125

700

125

700

ahmedabad university

B 700

screen 4 plan 1:50

8 a3.1 a3.1

700

1400

125

1400

700

125 125

25 mm KOTA BROWN stone 700 700 flooring 700 3750

screen 3 plan

vir.mueller architects 616 asian games village 25 mm KOTA BROWN stone flooring new delhi 110049, india 011-26495633-34 exposed R.C.C. column www.virmueller.com

exposed R.C.C. column

450

exposed R.C.C. column A

700

35 mm AGRA RED3750 sandstone fixed with S.S. clamps 450

35 mm AGRA RED sandstone fixed with S.S. clamps A exposed R.C.C. column 700 700

700

125

4550 25 mm KOTA BROWN stone flooring

450

column

ROWN stone flooring eq eq

700

1200

1735

125

navrangpura ahmedabad - 380009

125 700

1200

043

125

450

125 700

400

1200

1200 400

700

450

700 B

450

700

1:50

a3.1 a3.1

3750

450

700

125

4200

1735

4200

1735

4200

1735

700

125

B 125

screen 4 elevation/ section

building elevations 9 As indicated

125 700

a3.1

11 a3.1 a3.1

1:50

4550

1800

1200

125

450

700

3750

25 mm KOTA BROWN stone flooring

1400

125

450

700 C

450

700

35 mm AGRA RED sandstone bench fixed with S.S. clamps

450

700

north

screen 3 elevation/ section

7 a3.1 a3.1

1800

1200

1:50

25 mm KOTA BROWN stone flooring

35 mm AGRA RED sandstone fixed with S.S. clamps

a3.1 a3.1

1:50

left top: east facade drawing left bottom: stone screen details right: construction images of facade screen

psh

bid set

30 march 2012

a3.1 a3.1

450

1:50

C 125

screen 4 elevation/ section

9 a3.1 a3.1

450

a3.1 a3.1 C

25 mm KOTA BROWN stone flooring

screen 2 elevation/ section

35 mm AGRA RED sandstone bench fixed with S.S. clamps

35 mm AGRA RED sandstone bench fixed A with S.S. clamps

400

1200

1:50

a3.1 a3.1

25 mm KOTA BROWN stone flooring

4200

1735 1735

4200

1735 4200

screen 3 elevation/ section

7 section

1200

4200

25 mm KOTA BROWN stone flooring

4200

1735

1200

35 mm AGRA RED sandstone bench fixed with S.S. clamps

35 mm AGRA RED

B sandstone fixed with S.S. clamps

1200

exposed R.C.C. column 1200

4200

35 mm AGRA RED sandstone fixed with S.S. clamps

1200

35 mm AGRA RED sandstone fixed with S.S. clamps

1200

1200 4200

1735 1200 400

OWN

x008

exposed R.C.C. beam

exposed R.C.C. column

D with

D fixed

x009

exposed R.C.C. beam

exposed R.C.C. column

35 mm AGRA RED sandstone B fixed with S.S. clamps

x010

a1.2 a3.1

exposed R.C.C. beam

exposed R.C.C. column

x011

north elevation

exposed R.C.C. beam exposed R.C.C. beam

x012

1:200

a1.2 a3.1

eam

x013

1200

east elevation

x113

t. o. slab

x001

35mm AGRA RED sandstone dry clad with S.S. clamps

north elevation 1:200

x002

x005

1200

x012

400

x013

olumn

x211

insulated DOMAL/ KAWNEER glazing assembly

125

screen 4 plan 1:50

O 14

t41 t42

t44 t45 t46

2700

t43

t47 t48 t49

t. o. slab

+13.2 m

t52

t54 t55 t56

2700

t53

t57 t58 t59

t62

t64 t65 t46

2700

t63

t67 t68 t69 t70

+16.2 m

t. o. slab

+10.2 m +11.7 m

t. o. slab

a7.1 a7.2

t. o. slab +8.7 m t. o. slab

+7.2 m (9 treads @ 300 eq.) (10 risers @ 150 eq.)

t61

t. o. slab

+11.7 m

1825

t60

+20.7 m

t. o. slab

R.C.C. slab; see structural drawings for details

t. o. slab

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

t51

+20.7 m

10 mm thick ceramic handglazed tiles by approved vendor as per specifications; pattern to be coordinated with architect

+14.7 m

1825

t50

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

t. o. slab

+5.7 m t. o. slab

+7.2 m

t. o. slab

+4.2 m t. o. slab +2.7 m

4250

t. o. slab

+1.2 m

+2.7 m

t72

t74 t75 t76

2700

t73

t77 t78 t79

1825

t80

t82

t84 t85 t86

2700

t83

t87 t88 t99

t102

t104 t105 t106

2700

t103

t107 t108 t109

t110

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

t101

+1.2 m

t. o. slab

9 a7.5 a7.5

section stair 5

1:100

1825

t100

+1.2 m

section stair 5

1:100

a7.5 a7.5

1:100

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

t81

t. o. landing

1500

tos: +16200

(4) 5 mm saw cut grooves spaced 5 mm apart in stone tread (typ.)

15 a7.1 a7.1

25 mm thick Kota brown stone skirting 25 mm thick Kota brown stone tread/ riser

25 mm thick Kota brown stone flooring (typ.)

steel gate; see a15.1 for details

R.C.C. parapet wall; see structural drawings for details

25 mm thick Kota brown stone skirting over mortar (typ.)

a7.4 a7.5

+1.2 m

6900

t71

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

t. o. slab

brick masonry for stairs

t. o. slab

tos: +1200

+00 m

a2.1 a7.5

t. o. grade t1

section detail entrance stair 1:10

oor plan

2100

(7 treads @ 300 eq.) (8 risers @ 150 eq.)

a1.5 a7.5

plan entrance stair west

1:100

section entrance stair west

1:50

a1.2 a7.5

north

13 a7.5 a7.5

a7.5 a7.5

plan detail stair 5 1:20

a7.5 a7.5

a7.5

stair 5 - plans and sections

steel gate; see a15.1 for details

T As indicated 043

25 mm thick Kota brown stone skirting over mortar (typ.)

brick masonry for stairs

tos: +1200

25 mm thick Kota brown stone flooring (typ.)

t7 t6 t5

2100

150

R.C.C. parapet wall; see structural drawings for details

t3 t2 t1

3350

(7 treads @300 eq.) (8 risers @ 150 eq.)

100

+1.2 m 25 mm Kota brown stone tread/ riser R.C.C. retaining wall; see structural drawings for details

t. o. slab

+00 m t. o. grade

institute of ict ahmedabad university

navrangpura ahmedabad - 380009

vir.mueller architects

(4 (5 2400

t84 t85

3350 DN

t131 t132

t157

t133

t156

t134

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

1850

ace plan 3

t136

t153

t137

t152

t138

t151

t139

t150

t140

t149

t141

t148

t142

t147

t143

t146

t144

25 t114 t115

1:100

300 1135

685

1135

1200

t113

section stair 2

+16.2 m

R.C.C. parapet wall; see structural drawings for details t. o. slab

+13.95 m

25 mm thick Kota brown stone 32mm dia brushed S.S. handrail fastened flooring/ skirting

+13.95 m t. o. landing

t. o. landing

wall R.C.C. slab;to see structural drawings for details

100

R.C.C. slab; see structural drawings for a7.2 a7.2 details

25 mm thick Kota br claddin

25 mm thick Kota brown stone flooring/ skirting

section stair 2

1:100

R.C.C. slab; see drawings

a7.2 a7.2

250

+11.7 m t. o. slab

3350

t110

t117

t113

t116

t114 t115

t. o. slab

+4.2 m

+4.2 m t. o. landing

25 mm ledge with 5 x t. o.sandstone slab 8 mm drip-edge

25 mm sandstone ledge with 5 x 8 mm drip-edge

10 mm thick ceramic handglazed tiles by approved vendor as per specifications; pattern to be coordinated with architect

sectio stair 2

9 a7.2 a7.2

R 25

25 50

R.C.C. parapet wall; see structural drawings for details

35 mm sandstone dry clad with 'SS' clamps

t. o. landing

1:10

a7.2 a7.2 25 mm sandstone coping with 5 x 8 mm drip-edge +7.2 m

1:100

835

25 50

25 mm sandstone coping with 5 x 8 mm drip-edge

section stair 2

300

10 mm thick ceramic handglazed tiles as per specifications/ approved vendor pattern to be coordinated with architect

685

R.C.C. wall; see structural drawings for details

25 mm sandstone coping with 5 x 8 mm drip-edge

365

t. o. slab R.C.C. parapet wall; see structural drawings for details

150

t112

+1.2 m

t111

t118

R.C.C. shear wall; see structural drawings for details

1:10

a1.5 a7.2

25 mm sandstone coping with 5 a7.1 a7.2 x 8 mm drip-edge 25 mm sandstone ledge with 5 x 8 drip-edge

t119

1200

t120

section stair 2

100

-1.05 m t. o. landing

R.C.C. slab; see structural drawings for details

25 mm thick Kota brown stone cladding/ flooring

25 mm thick Kota brown stone flooring/ skirting

-1.05 m

t. o. landing

stair 2 - plans and

100

25 mm thick Kota brown stone flooring/ skirting

300

t109

t. o. landing

t108

+9.45 m

t107

t122

1:100

a1.4 a7.2

250

R.C.C. slab; see structural drawings for details

-3.3 m

institute

ahmedaba

t. o. slab

vir.muell

3350

section stair 3

a1.4 a7.2

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150 t116

5 a1.5 a7.2

section stair403

1:100

300

4750

4750 (4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150 2400

t117

25 mm sandstone copin 8 mm

-3.3 m

240

t106

t123

t. o. slab

third floor plan stair 3

t154

t112

R.C.C. parape structural drawings

t. o. slab

685

2150 t124

1200

t125

t121 +1.2 m

t135

t155

t111

t118

1135

1200

t104

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t103

t126

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t102

t127

t105

t158

t101

t128

tos: +13950

t160 t159

t129

2400

1150

tos: +9450

t130

-3.3 m

1550

3350

4150 1200

t84 t85

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

1500

tos: +20700 t83

t119

t. o. landing R.C.C. wall; see structural drawings for details

t. o. landing

240

t86

t82

1200

t87

t81

2700

t88

1200

t89

1150

t90

d plan

2700

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

(5 risers @ 150 eq.)

2400

t80

t120

10 mm thick cera glazed tiles by approv as per specifications; be coordinated with

R 25

third floor plan stair 3

2400

+18.45 m

25 mm sandstone ledg 8 mm

10 mm thick ceramic handglazed tiles by approved vendor as per specifications; pattern to be coordinated with R.C.C. slab; see structural drawings for details architect

510

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t79

a7.1 a7.1

t. o. slab

1150

t108

t91

t110

25 mm sandstone ledge with 5 x 8 mm drip-edge

35 mm sandstone dry clad with 'SS' clamps -1.05 m

1550

t107

t92

1200

t106

t93

t109

tos: +13950

3350

4750

2150

(5 risers @ 150 eq.)

t95 t94

1200

a1.3 a7.3

t105

t108

t121

+9.45 m

+7.2 m

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150

t104

1200

t103

t96

t107

t122

10 mm thick ceramic hand-glazed tiles by -1.05 m t. o. landing approved vendor as per specifications; pattern to be coordinated with architect

150

t83

t86

t106

t123

R.C.C. slab; see structural drawings for details

t. o. slab

t87

t124

+1.2 m

t. o. slab

+18.45 m

t125

25 mm sandstone ledge with 5 x 8 drip-edge

t82

t105

150

t81

t88

t104

t89

-3.3 m

t. o. slab

2400 t90

second plan stair 3

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t102

t97

1200

t101

t98

a1.3 a7.2

t126

t80

t103

1200

t79

t102

t127

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t108

t91

t128

2400

t107

t92

1200

t106

t93

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t94

t101

R.C.C. shear wall;250 see 1550 structural drawings 1550 for details

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t99

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

(5 risers @ 150 eq.)

floor plan 3

3150

1200

t95

t129

5 R2

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150 1200 3150 2150

t105

1:100

t100

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2400 1200

t104 3350

t130

25 mm sandstone cop x 8 mm +4.2 m 25 mm sandstone t. o. coping landingwith 5 x 8 mm drip-edge

t. o. landing

tos: +16200

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

1150

1200

t. o. slab

4750

4750 t96

tos: +9450

+11.7 m

3150

t103

25 mm sandstone coping with 5 x 8 mm drip-edge t. o. slab

10 mm thick ceramic handglazed tiles as per specifications/ approved vendor pattern to be +20.7 m coordinated with architect

240

R.C.C. slab; see 25 structural drawings for details

3150

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150 2400

1200 2700 (4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150

t. o. slab

1550

t102

t97

9 a7.1 a7.1

300

250

t98

t. o. slab

1135

1550

t. o. landing

R.C.C. shear wall; refer structural drawings for details

+4.2 m

+23.7 m

150

tos: +4200 tos: +11700

t101

1:100

+16.2 m

R 25

1850

t50

t99

first floor plan stair 3

2 a1.2 a7.2

t100

t. o. slab

a7.2 a7.2

+23.7 m

+1.2 m

t. o. landing

+7.2 m

sectio stair 2 1:100

+9.45 m

t49

250 1550

1550

240

t48

t51

t. o. slab

1200

t47

t52

tos:m +16200 +7.2

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t53

32mm dia brushed S.S. handrail fastened to wall a7.2 a7.2

t. o. landing

1150

t46

t50

t. o. slab

R.C.C. structural shear wall; refer structural drawings for details

1550

t45

t54

t49

a7.1 a7.2

+9.45 m

1200

t79

t55

t48

t51

t. o. landing

+11.7 m

1:100

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t56

t52

+13.95 m

1150

t78

t47

1200

t77

t57

2700

t76

t58

t46

t53

2700

t59

1550

t54

1150

1500

1500 (9 treads @ 300 eq.) (10 risers @ 150 eq.)

t60

ground floor plan stair 3 1:100

250

t. o. slab

1550

a1.1 a7.2

t75

1200

t74

t44

t55

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t73

t61

t78

t56

2400

t72

t62

1200

t71

t63

1150

t64

1200

t65

t77

t57

2700

t66

t76

t58

tos: +11700

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2700

1675

t67

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t69

ment plan

t59

t45

1550

10 mm thick ceramic handglazed tiles by approved vendor as per specifications; pattern to be coordinated with architect

t60

section stair 2

tos: +4200

t70

t68

t74

1200

t15

t61

1200

t14

+13.95 m t. o. landing

+11.7 m

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t13

t16

t73

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t17

1200

t12

4750 1150

t11

t18

1200

t19

t. o. slab 3350

2400

t20

t72

t62

2700 (4 treads @ 300 eq.) (5 risers @ 150 eq.)

t9 t10

1200

t21

3150

t22

t63

t75

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

1200

t23

t71

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

t24

t64

240

(4 2400 1200

t25

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

+20.7 m

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

2700

t26

2700

3350

(9 treads @ 300 eq.) (10 risers @ 150 eq.)

t38

32mm dia brushed S.S. handrail fastened to wall tos: -1050

3350

2700

t37

t27

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

1200

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

2150 1200 1150

1200

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

1150

2475

tos: +7200

t28

10 a7.2 a7.2

t65

5 R2

and paint over face of wall to gned to face of R.C.C. (typ.)

t36

2400

t29

2700

t30

1150

1200

2150

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

1200

(4 treads @ 300 eq.) (5 risers @ 150 eq.)

UP t1

1:100

a7.3 a7.3

section stair 2 1:10

8 a7.2 a7.2

section stair 2 1:10

616 new 35

8 a7.3 a7.3

9 a7.2 a7.2

section stair 2

1:100

a7.2 a7.2

t145

tos: +18450

north

a7.3

a1.6 a7.3

stair 3 - plans and sections

1 : 100 043

institute of ict ahmedabad university

navrangpura ahmedabad - 380009

left: staircase snaking the facade details and view right: construction details of the staircase along the shear wall details and view

vir.mueller architects 616 asian games village new delhi 110049, india 011-26495633-34 www.virmueller.com

pbg

bid set

30 march 2012

The unique flooring pattern for the public spaces such as corridors and open terraces was derived from the waste pieces of the left over stone at site, thus is economically viable. It is comprised of three types of stones: kota, cuddapah and white marble. The sizes were worked to form a pattern which is easily understood by the workers and aesthetically gives a sense of randomness in the public expanse.

The Institute exemplifies the typology of an academic quadrangle - a central courtyard garden, flanked by student and faculty rooms. Timeless yet contemporary, this cloister anchors a community of students and scholars. The structure compliments the sequence of spaces with an array of columns, creating flexible large-span spaces, suitable for an evolving academic program. The building circulation weaves alongside the courtyard, creating a dynamic relationship between landscape and architecture. The galleries and corridors are designed to offer repose with a line of sandstone benches oriented towards views of the garden.

left: staircase snaking along facade right: corridor flooring pattern

type: institutional (interior fit out) area: 1085 sq m year: 2013-2014

UNIVERSITY OF CHICAGO INDIA CENTRE

location: new delhi cost: 60.0 cr

Worked as part of the team of six architects and was involved in all design stages, construction documents and administration. Responsibilities included: - working as part of team with the production of drawing set. - part of cordinating the drawings with vendors and consultants. - supervising site progress with the Project Architect.

left: reception view right: multipurpose lobby view courtesy: andrew fanthom

specifications

fixture schedule

architects approval before installion

16301630

100 1200 100 1200

19001900 boc: 2600

6 a1.4

boc: 2600 boc: 2600

boc: 3000

1250

HVAC grill; see HVAC dwgs. for details

boc: 2800 boc: 2800

gypsum boardboard ceiling gypsum ceiling boc: 2800 boc: 2800

boc: 2800 boc: 2800

boc: 3100

acoustic tile ceiling as peras per acoustic tile ceiling specifications specifications

a1.4

a1.4 a1.4 a1.4

boc: 2600 boc: 2600

a1.4

2400

6 6

boc: 3200

a1.4 a1.4

boc: 3100

a1.4

boc: 3000 boc: 3000

boc: 2900

boc: 3100

960

boc: 2600 boc: 2600

2 2

HVACHVAC grill; see dwgs.dwgs. grill;HVAC see HVAC for details for details

boc: 2600

1550

a1.4

boc: 3000 boc: 3000

5 5

a1.4

1740

boc: 2600 boc: 2600

acoustic tile ceiling as per specifications

1250

1350 boc: 3000 boc: 3000

boc: 2600

a1.4

750 750

a1.4

boc: 2600 boc: 2600

boc: 2800 boc: 2800 boc: 2800

boc: 2600 boc: 2600

boc: 3000

5 a1.4

gypsum board ceiling boc: 3000 boc: 3000 boc: 2800

18751875

boc: 2600

1250

a1.4 a1.2 a1.4

8 8 boc: 2800

1740

a1.2

boc: 3050 boc: 3050

4 4

boc: 2800 boc: 2800

boc: 2600

1500

100 1200 boc: 2600

7 7 boc: 3000

1630

1900

6 6

380 1160 550

boc: 2600

5 5

trap trap door;door; contractor to seek contractor to seek architects approval before architects approval before installion installion

1350

4 4

1350

3 3

lightlight fixture as per fixture as per fixture schedule fixture schedule

750

380 1160 550

2 2

1500

gridgrid ceiling as per ceiling as per specifications specifications

boc: 2800

boc: 2600

1740

1 1

boc: 3000

1875

a1.4

380 1160 550

a1.2

boc: 3050

4 boc: 2800

1500

boc: 3100 boc: 3100

1800

a1.4 a1.4 a1.4 boc: 2600 boc: 2600

boc: 3000

2400 2400

boc: 3000

boc: 2900 boc: 2900

boc: 3000

boc: 3100 boc: 3100

960

1550

boc: 3100 boc: 3100

1550

boc: 3200 boc: 3200

boc: 2600

960

1800 1800

boc: 3000

boc: 3000 boc: 3000

boc: 2600

1540

300

1700

1000

1700

boc: 2600

boc: 3000 boc: 3000

boc: 2600 boc: 2600

boc: 3000

245

boc: 3000 boc: 3000

reflected ceiling plan 1:100

light fixture as per fixture schedule

1000

air curtain; see HVAC dwgs.

for details 00 1000 1700 1000 1700

1000

3017 0 0017

1000 30

300

1000 30

boc: 2600 boc: 2600

roller blind as per specifications 245

a1.4

boc: 2600 boc: 2600

FFTG sprinkler

boc: 3000 boc: 3000

245

425 1540

3 a1.4

1540

500 1500 500 1500

425

boc: 3000 boc: 3000

1000

1000 30

1500

425

500

a1.4 a1.4

3 3 a1.4

light fixture as per fixture light fixtureschedule as per fixture schedule

air curtain; see HVAC dwgs. air curtain; see HVAC dwgs. for details for details

roller blind as per specifications roller blind as per specifications

a1.4 a1.4 a1.4

FFTG sprinkler FFTG sprinkler

1 1

reflected ceiling plan reflected ceiling plan 1:100

a1.4 a1.4 a1.4 a1.4

roller blind as per specifications

1:100

15 mm painted gypsum board ceiling

150

150 100 175

existing R.C.C. lintel existing R.C.C. lintel as per site conditions as per site conditions

100 175

150

existing R.C.C. lintel as per site conditions roller blind roller blind as per as per specifications specifications

15 mm painted gypsum 15 ceiling mm painted gypsum board board ceiling

30 mm curve acoustic ceiling as per specifications

100

175

light fixture as per specifications

detail external glazing as per specifications; see a5.1 for details external glazing as per external glazing as per specifications; see a5.1 specifications; see a5.1 for details for details

a1.4 a1.4 light fixture as per specifications light fixture as per specifications

detail detail

1:5

30 mm curve acoustic ceiling 30 specifications mm curve acoustic ceiling as per as per specifications

1:5

a1.4 a1.4 a1.4 a1.4

1:5

50 mm insulation; see acoustic dwgs. for details

50 50

150 150

15 mm painted gypsum board ceiling

detail 1:5

detail 1:5 detail 1:5

15 mm painted gypsum board ceiling 15 mm painted gypsum board ceiling

a1.4 a1.4

3 a1.4 a1.4

a1.4 a1.4

15 mm painted gypsum board 15 mm painted gypsum board ceiling 15 mm painted gypsum board

detail detail

1:5 1:5

detail

1:5

ceiling ceiling

perforated acoustic ceiling perforated acousticas ceiling per specifications

150

light fixture as per

light fixture as per specifications light fixture as per specifications specifications

75 75

100

150

100

150

line of gypsum of gypsum wallline beyond wall beyond

15 mm painted gy 15 mm paint ceiling ceiling

50 mm insulation; see mm for insulation; acoustic50 dwgs. details see acoustic dwgs. for details

150

line of gypsum wall beyond

4 4 4 a1.4 a1.4 a1.4 a1.4 a1.4 a1.4

perforated acoustic ceiling as per specifications as per specifications

detail detail 1:5 1:5 detail 1:5

200

acoustic tile ceilin acoustic tile per specifications per specific

light fixture as per specifications

light fixture as per specifications light fixture as per specifications

5 a1.4 a1.4

a1.4 a1.4

5detail

a1.4 1:5 a1.4 detail 1:5

detail 1:5

indian granite floor

3 a1.1 a5.3

75 x 40 mm MS box section anchred to wall 2 strips of 18 x 75 mm pre-polished granite laminated together

18mm indian granite existing R.C.C slab

2 strips of 18 x 75 mm prepolished granite laminated ogether

75 x 40 mm MS box section anchored to wall

dowels to be flushed with stone surface

HVAC ducts across 100 perforated acoustic ceiling as per specifications

perforated acoustic ceiling as per specification

panel section 1:5

7 a1.1 a3.1

100 75 x 40 mm MS box section anchored to wall

2 strips of 18 x 75 mm prepolished granite laminated together

7 a5.3 a5.3

2 strips of 18 x 75 mm pre-polished granite laminated together; anchored to box section with dowels

2 strips of 18 x 75 mm pre polished granite laminated together 18 mm granite anchored with S.S pins

2150

18 mm indian granite

panel section

2600

1:5

100 0

dowels to be flushed with stone surface 18 mm granite anchored with S.S pins indian granite floor (typ.)

a5.3 a5.3

2 strips of 18 x 75 mm prepolished granite laminated together over granite floor

8 a1.1 a5.3

2 strips of 18 x 75 mm pre polished granite laminated together 18 mm granite anchored with S.S pins 200 x 70 mm R.C.C grade beam existing R.C.C slab

indian granite floor

9 a5.3 a5.3

stone panel - section 1:20

6 a1.1 a5.3

left: reflected ceiling plan with the construction details at junctions and fixtures. right: details of the stone screen erected for the toilet entry.

panel section 1:5

9 a1.1 a5.3

vir.mueller architects, in collaboration with Robarts Interiors and Architecture, Beijing, is responsible for full architectural and engineering design services for the interior design of the new academic center for the University of Chicago in Connaught Place, New Delhi. The execution of this project has required us to integrate complex programmatic and engineering requirements while ensuring maximum flexibility and a pleasing academic and work environment.

left: corridor view right: reception view courtesy: andrew fanthom

type: institutional area: 35,050 sq m year: 2013-present

HUMAYUNâ&#x20AC;&#x2122;S TOMB INTERPRETATION CENTRE

location: new delhi

Worked as part of the team of eight architects and was involved in conceptual and schematic stages. Responsibilities included: - working with the principals in evolving of the conceptual ideas and developing the same. - interacting with the client team and evolving the design at different stages. - preparing presentations at all stages. - interacting with the consultants at the primary stage to work out MEP concepts.

left: physical model right: schematic site sections

lvl -5400

auditorium

slope 1:12

entrance foyer toilets

lvl -3900

temporary gallery

gallery court

reflecting pool

temporary gallery UP

lvl -6000

information desk

temporary gallery toilets electrical room

exit to humayunâ&#x20AC;&#x2122;s tomb

permanent gallery

information desk

slope 1:12

10a

+0.15 m

053

048

054

6000

041

4500

6000

037

4500

035

6000

032

033

4500

026

6000

020

4500

019

-4.5 m t. o. slab

4500

5100

1200

t. o. slab

049

+1200

-6.6 m t. o. slab

+450

section A 1:200

a1.2 a2.2

M A'

+1.2 m t. o. wall

a2.2 a2.2

G3 G1

- 6000

a2.2 a2.2

a2.2 a2.2 121

122

101

+0.15 m

032

4500

exit ramp to sunder 032 nursery 6000

6000

t. o. slab

031

exit ramp to humayunâ&#x20AC;&#x2122;s tomb

gallery court

033

-6.6 m t. o. slab

section C 1:200

a1.2 a2.2

40mm thick marble coping (slope to drain) over mortar

carving on 40mm marble over mortar

space for planter beds as per landscape drawings

skyligts as per detail

MINISTRY OF TOURISM

insulated skylight as per details

40mm thick marble flooring (slope to drain)

+1.2 m

40mm thick sandstone flooring over 125 mm PCC(slope to drain) over 50mm insulation over waterproofing layers

ARCHAEOLOGICAL SURVEY OF INDIA

t. o.wall

1000

t. o. wall

40mm marble dry clad with SS clamps over 250mm AAC block wall

+0.15 m

t. o. slab

AGA KHAN TRUST FOR CULTURE

SECTION C

450

+1.2 m

t. o. wall

GOVERNMENT OF INDIA

40mm thick marble cladding with 8mm x 10mm drop edge

1050

humayunâ&#x20AC;&#x2122;s tomb interpretation centre

plaster and paint 1200

150mm thick finished plaster

vir.mueller architects 300

december 16, 2014 150mm lime plaster over RCC ceiling as per detail

4500

5485

40mm marble jali as per detail

40mm thick marble dry clad with SS clamps on the RCC wall 50mm stone dry clad on 400mm masonry wall

triple insulated glazing as per details

100 mm structural frame as per detail

marble flooring over mortar (typ) 875

230

raft slab over PCC bed as per structural drawings

raft over P.C.C. layer as per structural drawings 800

450

25 mm x 25 mm chamfer; as per GRACE specifications

40mm marble flooring over mortar (slope to drain)

40mm marble over mortar

450mm thick RCC wall as per structural drawings

450

GRACE 'Preprufe' 300R waterproofing membrane over sacrificial shuttering as per GRACE specifications

-6.3m

-6.3 m

-6.6m

-6.6 m

t. o. slab

t. o. fill

300

t. o. fill

raft slab over PCC bed as per structure drawings

-6.6 m

t. o. slab

humayun's tomb interpretation ce wall section 1 1:25

3 a2.2 a2.2

typical skylight detail 2 1:25

4 a2.2 a2.2

wall section 3 1:25

5 a2.2 a2.2

wall section 4 1:25

mathura road, n new de

a2.2 a2.2

vir.mueller ar

c7/125 safdarjang de new de 011-26565 www

100% design develo

The Interpretation Centre aims to enhance the visitorâ&#x20AC;&#x2122;s experience, provide an opportunity to host collections of Mughal art, architecture and culture and become a model for other such facilities across the country. The proposed building is constructed below ground level to comply with a 1.2m height restriction, ensuring no disruption of visual linkages. The footprint of the Centre preserves the large number of existing trees and vegetation on the site. The Interpretation Centre will host both permanent and temporary exhibition galleries.

left: gallery rendition right top: plaza rendition right bottom: threshold details

type: public area: 4000 sq m year: 2014

MARTYRâ&#x20AC;&#x2122;S MEMORIAL ITANAGAR

location: itanagar

Our design proposal derives its spatial order from the existing contours of the site; it establishes a symbolic ascent from the Entry Plaza to the Chamber of Memory - a gallery space carved into the earth that will orient visitors to the tales of valour, and evoke the history of the war and the critical roles of the soldiers from Arunachal Pradesh.

left: physical model right: section rendition

Three stone columns rise dramatically into the sky, reframing the view of the Himalayas and saluting the bravery of our fallen soldiers. Bells of Remembrance, engraved with the name of each soldier from Arunachal Pradesh who lost his life defending our country, are suspended between these columns. These are designed to ring in the breeze, carrying a message of gratitude from a bereaved nation to the souls of the departed soldiers. These bells also honor the living members of each family who have suffered the loss of a brave soldier - a much loved son, husband, brother, or father. The Bells of Remembrance proclaim our eternal debt to these citizens of India.

Arya Architects was founded in 1999 and is headed by Vijay Arya and Meghal Arya, projects at Arya Architects develop as a dialogue with their setting, intended to fuse the inside â&#x20AC;&#x201C; outside relationship into an ambiguous middle ground.The larger body of our work constitutes projects that are in the public realm in an attempt to bring back this domain through the architecture.

PROFESSIONAL WORK ARYA ARCHITECTS 2010 - 2011

type: public area: 216 sq m year: 2010-2013

BRTS - TERMINAL STATION INDORE

location: indore

Bus rapid transport system has increased the efficiency of public transport. Above is the proposal for bus shelters in Indore along marked BRT lanes in the city. The expression of design is towards open public shelter which enhance the ease and comfort for its users yet retaining its aesthetical quality for the city.

left: station in use right top: plan with elevation right bottom: schematic rendition

CEPT University was founded in 1962 and is loacted in the city of Ahmedabad, Gujrat (India). the school focuses on understanding, designing, planning, constructing and managing human habitats. Its teaching programs build thoughtful professionals and its research programs deepen understanding of human settlements.

ACADEMIC WORK CEPT, AHMEDABAD 2008 - 2010

RESEARCH THESIS guide: Prof Nitin Raje juror: Prof B.V.Doshi Prof P.S.Rajan

STREET EDGES

FRACTAL GEOMETRY AS A CRITICAL TOOL TO ANALYSE URBAN COMMERCIAL STREET EDGES

m.arch (CEPT) 2010

Present study was completed in the course of 8 months and is an attempt towards understanding the role played by the ‘physical environment’ in stimulating social life over different scales of street edge in the context of Ahmadabad. Fractals and its quantification characteristic was employed to understand different overlapping layers of street edges.

ABSTRACT: ‘Interaction’ within a social environment is one of the most essential need for inclusive growth of human beings, for which cities offer numerous opportunities at variety of scales, ranging from urban level to an individual. ‘Street Edges’, particularly, has evolve as a cultural institution over a period of time and offers multiple usage which evokes enhanced exchange within a social strata . Its intersecting position with public and private domain maximises the ‘degree of participation’ by every group of people and develops it as significant public place. Study presented is an attempt to understand the role played by the ‘physical environment’ in stimulating social life over different scales of street edge in the context of Ahmadabad. Study draws an analogy from fractal structures and employs its ‘quantification’ characteristic to the overlapping layers of physical environment. It presents fractal analysis of the physical environment, which in turn forms an arena for activities and interpretations by its users, forming an ‘effective environment’ for the society. The adopted methodology includes identification of ‘variation in physicality’ across three scales, each scale recognizing certain ‘level of detail’ along the street edge. A method is presented to calculate fractal dimension* for each scale and investigate the link between calculated fractal dimension and the physical attributes altering that dimension of the edge. Obtained results and observations are shaped into set of design ‘patterns’ which may form language for developments and insertions and add to the better understanding of urban morphology of street edges.

METHODOLOGY The adopted methodology of the study includes understanding of ‘fractal geometry’ with respect to spatial aspects of human settlement as well as its social implications. It also examine similar behavior in street edges where variations in physical environment and its social interaction influence each other. With the analogous behavior identified, principles of fractal geometry are applied to the street edges and fractal dimensions are calculated which present ‘quantifiable’ validation to the understanding of the physicality of street edge. With the acquired understanding, the method also explores its implication in the street edges which develops into ‘set of patterns’ forming a language for the character of street edge.

METHODOLOGY FIRST PART of thesis is the formation of theoretical background which helps in strengthening arguments / offering justifications to the method of analysis. It includes first two chapters and attempts to: - Study the significance of fractal dimension (number) in architecture - Understand ‘street edge’ as urban binder and draw analogous behaviour with fractal geometry SECOND PART of thesis is the application of theoretical base to the commercial street edges. It examines the physical environment through fractal analysis and tries to establish link between fractal dimension and physical character. It includes: - Identify street edges on basis of its configuration - Calculating fractal dimension of ‘three level of detail’ for street edges basic drawings obtained from secondary sources) - Observations from the case studies THIRD PART of thesis would discuss the implications of the proposed methodology for design considerations. It includes : - Understanding the significance of ‘patterns’ in urban morphology - Formation of set of patterns for each level of the physical environment of the street edge. BIBLIOGRAPHY - Mandelbrot, Benoit B. The fractal geometry of nature: updated and augmented W.H.Freeman and Company: New York, 2000 - Bovill, Carl. Fractal Geometry in Architecture and Design. Birkhauser: Boston, 1996 - Stevens, Garry. The Reasoning Architect: mathematics and science in design. McGraw Hill Publishing Company: New York, 1990 - Flake, Gary William. Computational beauty of nature : computer explorations of fractals, chaos, complex system, and adaptation. MIT Press, Massachusetts: Cambridge, 1999 - Heinz-Otto Peitgen, Hartmut Jürgens and Saupe Dietmar. Chaos and Fractals: New Frontiers of Science. Second Edition. Springer Science + Business Media, Inc.: New York,2004 - Gleick, James. Chaos: Making a new Science.Viking Penguin Inc.: New York , 1987 - Batty, Michael and Longley, Paul A. Fractal Cities: A Geometry of Form and Function.1 edition. Academic Press, 1994 - Aderson, Stanford Ed. On Streets. MIT Press, Cambridge, Massachusetts: England, 1986 - Alexander Christopher, Ishikawa sara, Silverstein Murray. A Pattern Language. Oxford University Press: New York, 1977

type: public use site area:6500 sqm

DESIGN STUDIO ONE MILITARY LIBRARY

location: ahmedabad 2009

The idea was to design a Military Library in pol houses of Ahmedabad consisting of approximately 100 houses around Queen Tomb near Manek chowk. The pol wall (facade) around has to be retained as such and rest was supposed to redeveloped. Two users were identified :pol people and library users. The domain of public and private spaces was designed based on the usability of each. Site was open for public so that they can enjoy the prestigious historical ambience. Only some portions are extruded on ground floor so that they can be camouflaged as pol houses

type: social housing site area:38000 sqm density:650 inh/ha

WISH2010 (workshop on international social housing)

location: ahmedabad

MENDRISIO, SWITZERLAND

Workshop on International Social Housing is conducted by Academy of Architecture in Mendrisio, Switzerland. The five week workshop results in independent studio projects on social housing. Thesis of studio is to propose housing on vacant land positioned at T-junction where three different neighbourhoods come together. The project emulates the building scale of closed neighbourhood, with two to three storey separated by semi private narrow streets. Recognizing the central position, project opens in the centre to offer market/public space to the neighbourhoods,

left: physical model right top: site image right bottom: detailed drawings of the two typologies proposed