Portfolio_2017-20

Page 1

P O R T F O L I O

ADITYA MOKHA 2

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1

7

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2

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amokha@pratt.edu

Aditya Mokha

(702) 937 9800 106 Washington Ave Brooklyn, NY 11205

LEED GA, Assoc. AIA

issuu.com/adityamokha

Professional Experience

INDEX 1

METRO RAIL OFFICE

PROFESSIONAL EXPERIENCE

INTERIOR ENVELO

PROFESSIONAL EXPERIEN

3

Education Affiliations American Institute of Architects Indian Institute of Architects Indian Green Building Council Council of Architecture

Master of Architecture Pratt Institute, NY

(2017-20)

Master of Urban Design University of North Carolina at Charlotte

(2013-14)

Bachelor of Architecture Nagpur University, India

(2006-11)

SYMBIOTIC ANIMOSITY EXPERIENCIAL DESIGN

LET IT FLOOD!

MITIGATING SEA LEVEL RI


OPE

NCE

RISE

5 2 7 4

PARAMETRIC FABRICATION LABOR INTENSIVE APPROACH

VERTICAL VILLAGE CAR(RA)VING FOR SPACE

6

DETAIL WORKING DRAWING

UNBOXING EDUCATION MORPHOGENETIC APPROACH FOR MIDDLE SCHOOL DESIGN

8


METRO RAIL OFFICE PROFESSIONAL EXPERIENCE



1450

eq-a

Pantry/ Stationery

440

eq 0.6004

1.8598

0.8500

1.4502 0.0800

0.8496

1.8604

1.2000

in line

in line

7.5000

0.9998

1.2151

2000

0.8500

TD3

1.0004

1.4496 0.0800

eq-a

Xerox/Pantry

GRC Jali (separate details)

440

0.6000 0.1500

(Separate details for this wall)

0.0800

0.7500

0.1498

1.0800

c/l

TD3

W1

Executive Cabin 4

eq

440

TD3

Executive Cabin 3

c/l

440

1.1900

1.0000

230

TD3 TD3

Executive Cabin 2

Executive Cabin 1

0.8500

0.8500

in line

0.7500

W1

c/l

c/l

1300 10.5000

eq-a

Executive Cabin 4

0.1500

TD3

440

in line

0.6000

1.8598

W1

W7

W7

440

GRC Jali (separate details)

in line

0.8500

in line

1.4804

TD3

Terrace

TD3

GRC Jali (separate details)

c/l

Executive Cabin 3

Executive Cabin 2 0.8500

c/l

0.6000 0.1500

1.4896

in line

0.8500

in line

Executive Cabin 1 0.4196

c/l

230

in line

TD3

440 W1

TD3

230

in line

4 2 eq parts

c/l

TD3

c/l

3

W1

In Plumb With Upper Projection

eq

230

eq

2000 GRC Jali (separate details) 440

TD3

230

440

TD3

eq

W1

W1 440

eq

TD3

2 eq parts

c/l

2000

440

c/l

230

Terrace

eq

eq

2000 GRC Jali (separate details)

In Plumb With Upper Projection

2000

230

2

1

TD3

GRC Jali (separate details)

eq

In Plumb With Upper Projection

2000

c/l

TD3

eq

W1

440

440

440

TD3

230

eq

2000 GRC Jali (separate details)

440

eq

eq

2000 GRC Jali (separate details)

440

eq

In Plumb With Upper Projection

Xerox/Pantry 1.2196

1560

in line 1.0550 0.8500

+7950

0.8500

Executive Cabin 5

0.8500

2.7600

+9150

F.F.L

4.5000

eq-a

F.F.L

4.7200 1.7900

33

34 35

36

37

38

39

40

2.5300

Compactors

32

41

31

42

Structural glazing (separate details)

0.6000

3200

Compactors 2800

0.1500

Executive Cabin 6

2.5296

0.8500

30 29 Workstations

0.0250

0.0250

0.4500

0.7000

0.0250

0.0250

0.0250

1.2000 0.0250

0.7000

0.7000

0.7000

0.0250

0.0250

0.0250

0.0250

22

26

up

2.1900

1.4100

1.2000 0.8500

23

Dn

25

in line

Workstations

21

27 0.8500

24

0.7000

0.7000

0.7000

1.2000

0.7000 0.0250

in line

0.7000

0.4500

in line

1.5000

1.4996

4.3000

1.0000

Director's Cabin

Director's Cabin 0.2500

Reception Area

in line

0.2502

in line

3.0000

Ante-Chamber

TD3

440

F.F.L

1.9500

W1

1.2000

3.0000

+6750

1.9500

Reception Area

Reception desk

W1

Ante-Chamber

Reception desk

440

in line

0.8001

brick work + coping at sill of 'v'

LADIES TOILET c/l

115

in line

b

eq-b

73

72

71 70

69

68

67

66

Toilet

1770

59

58

79

57

eq

115

78

eq

1600

60

800 +8550

700

+6750

115

D7

F.F.L

F.F.L

up

115

S.S. railing (separate details)

440 66

67

68

69

70

71

72

73

74

75

76

c/l

77

700

800

brick work + coping at sill of 'v'

1000

300 c/l

MEN'S TOILET

AHU ROOM

Conference

slab line

eq

W1

slab line

2 eq-b+300

LIFT-1

AHU ROOM

900

2000

61

eq

2000

0.4504

W1

eq

0.0200

230

D7

S.S. railing in line

0.8001

0.7000

+100 mm sill

3.3696

0.8500

0.7804

0.7997

0.8500

TD3

0.8500

Reception desk

440

440

230

0.2496

in line

230 S.S. railing

1.2000 4.3000

chk. 1.4100

0.7000

0.4500

0.7000

0.0250 0.4500

0.0250

0.0250

0.0250 0.7000

0.7000

0.0250

0.0250

0.7000

0.2500

+100 mm sill

2600 2.6698

2.1902

0.0800

in line 0.0250

0.0250

in line

slab line

0.0250

0.7000

0.8500

0.7000

0.8500

0.4500

0.0250 0.7000

0.0250 0.4500

0.0250

0.0250

0.7000

4.3000

1.3100

0.0800

eq-a

7.5000

0.0250

0.0250

1.2000 eq-a

TD3

1.0000

230

in line

c/l

1.5000

VIP LIFT

c/l

1500

1.0000

GRC Jali (separate details)

440

0.2500 1200

slab line

0.2502 1200

0.0250

Director's Cabin

3.0000

3.0000

TD3

W1

1.9500

F.F.L

2000

Reception Area

+6750 +100 mm sill

Director's Cabin

440

eq

Reception Area

1.9500

Ante-Chamber

eq

Ante-Chamber

W1

3.2200

Reception desk

in line

2000

chk.

in line

GRC Jali (separate details)

In Plumb With Upper Projection

Toilet

0.1104

230

eq

74

62

115

300 300

75

63

brick work + coping at sill of 'v'

c/l

eq-b

76

eq

77

eq

W3

in line

c/l

64

Dn

D4

eq-b

up

1720

230

1220

300 eq-b eq-b

F.F.L

440

S.S. railing (separate details)

115

F.F.L

1220 115

65

A

in line

115

+6750

brick work + coping at sill of 'v'

1000

115

65

eq

64

1000

eq

800

c/l

eq

63

chk

61 62

1800

60

+8550

D7

MEN'S TOILET

D1 1000

900

4800

59

Dn

800

brick work + coping at sill of 'v'

D1

1000

eq-a 58

300

57

6 eq parts ( eq-b)

79

brick work + coping at sill of 'v'

800

in line

reference module

78

1600 700

115

3700

1000

eq-b

115

230

eq

115

eq

eq-a c/l

wooden projection (separate details)

1000

TD3

115

P.H.TOILET

PANTRY

D1 eq

1000

c/l

700

c/l

D1 eq

1000

3 eq-b+600

D1 800

1770

D1 1000

eq

c/l

RECORD ROOM

700

in line

PANTRY

in line

1720

1500

In Plumb With Upper Projection

eq

ON HOLD

300

JANITOR'S ROOM

115

eq

brick work + coping at sill of 'v'

1500

W1

2000

eq

115

700

700

115

LADIES TOILET c/l

j TOILET

AHU ROOM

115

eq-a brick work + coping at sill of 'v'

ELECTRICAL ROOM

D1

in line

eq-b

eq

115

eq

LIFT-2

LIFT-2 S.S. railing

ON HOLD

V

115

D1

D1

700

ON HOLD (separate details)

D7

slab line

770

AHU ROOM

2000

TD3

0.8001

Toilet

ELECTRICAL ROOM

eq-b

eq

800

i

TOILET

chk

Toilet

1000

eq

D7 W1

0.8500

+100 mm sill

eq

0.8500

TD3

In Plumb With Upper Projection

GRC Jali (separate details)

chk.

440

In Plumb With Upper Projection

2000

1.2000

440

in line

eq

0.0250

c/l

c/l

chk.

0.0250

0.2496

1.0000

TD3

2000

0.7000

0.0250

in line

0.2500

GRC Jali (separate details)

0.4500

0.0250

0.0250

2250

eq

0.7000

20

28 1300

0.4500

0.7000

4.3000

Involvement in the Project - Concept development - Schematic Drawing - Client Presentation - Sanction Drawing (Permit) - Construction Document - Site Supervision - Renderings

Workstations

Workstations 2530 2760

0.0800 0.8500

W6

W6

W6

W6

W6

W6

Compactors

2.5302

Executive Cabin 6

Structural glazing (separate details)

0.1500

Structural glazing (separate details)

chk.

Compactors

3.2045

0.6000

1790 chk.

4.5000

0.8500

0.8505

Executive Cabin 5

0.8500

in line

1.0550

in line

eq-a

eq-a

Exterior grade laminate cladding (separate details)

Exterior grade laminate cladding (separate details)

Exterior grade laminate cladding (separate details)

eq eq

GRC Jali (separate details) 2000

TD3

c/l

eq

230

230

c/l

eq

TD3

W1

440

In Plumb With Upper Projection

W1

440

TD3

440

230

440

eq

Exterior grade laminate cladding (separate details)

GRC Jali (separate details) 2000

In Plumb With Upper Projection eq

0.8500

Executive Cabin 2

TD3 1.4896

0.1500 0.6000

0.8500

0.4196

Executive Cabin 1

440 W1

4

3

2

Terrace

eq

230 1.4804

c/l

in line

c/l 0.6000

in line

1.3100

Executive Cabin 3

W5

230

230

TD3

0.1500

Executive Cabin 4

0.8496

GRC Jali (separate details)

440

1

TD3

eq

W5

2 eq parts

Terrace

2 eq parts

10.5000

1.8604

TD3

In Plumb With Upper Projection eq

W1

GRC Jali (separate details) 2000

FIRST FLOOR (+6750 LVL)

TD3

c/l

eq

230

230

c/l

eq

TD3

W1

440

Executive Cabin 1

W7

W7

TD3 TD3

0.1504

Executive Cabin 2

Executive Cabin 3

440

1.5302

0.8500

440

0.6000

0.8500

2000

Executive Cabin 4

in line

1.8601

0.6000

W1

c/l

in line

0.8497

in line

0.9996

1.1800

eq

GRC Jali (separate details)

0.8500

0.0800 1.4496

1450

2000

2000

440

1860

in line

0.8500 0.1500

in line

eq

TD3

Pantry/ Stationery

Structural glazing (separate details)

0.0800

1.0800

2000

Xerox/Pantry 1.0004

1.2000

c/l

1.0800

in line

in line

chk.

in line 0.0800

c/l

c/l

1.0000

440

chk.

Xerox/Pantry

0.0800 1450

440

230

1600

GRC Jali (separate details) 2000

230

TD3

In Plumb With Upper Projection eq

Project Details Project Status- Complete Project Type- Public Office Capacity- 850 employees Client- Nagpur Metro Rail Corporation Ltd. (NMRCL) IGBC Gold rated building




+600 -150

±00 PB

±00

Land filling

Land filling PB

PB

PB

SECTION 'AA' +2500 +1900 +900 +450 -150

+600 +600

±00

+900 +450 ±00

SECTION 'BB'

-150


FRESH AIR DUCT SUPPLY AIR DUCT

c/l

230

c/l

230

TD3

W1

TD3

Cl- 1

Cl- 2

Cl- 1

Cl- 2

Cl- 1

Cl- 2

TD3 TD3

TD3

Executive Cabin 2 Cl- 5

Executive Cabin 1 SD

Cl- 4

W7

W7

Cl- 3 Cl- 4

Cl- 6

Executive Cabin 3

Cl- 5

Cl- 6

SD

Cl- 5

Cl- 6

440

W1

Executive Cabin 4

SD

0.6004

1.2000

in line

SD

c/l

1.4502 SD

(Separate details for this wall)

0.0800

in line

Cl- 13

SD

440

SD

Cl- 14

Cl- 15

TD3

SD

Cl- 16

Cl- 17

Cl- 18

in line

7.5000

0.9998

1.0004

1.2151

1.4496 0.0800

eq-a

Xerox/Pantry

SUPPLY AIR VAV DIFUSERS

0.8500

c/l

1.8604

c/l

1.0800

0.8496

in line

0.8500

in line

c/l

TD3

1.8598

RETURN AIR BAFFLE

Cl- 6

0.6000 0.1500

0.8500

GRC Jali (separate details)

SD

Cl- 5

0.1498

440

Cl- 3

2000

Cl- 3

Cl- 3

in line

2000

W1

Cl- 4

eq

Cl- 4

440

GRC Jali (separate details)

AXIAL FLOW FAN

Cl- 1

Cl- 2

TOILET EXHAUST AIR DUCT

230 eq

TD3

In Plumb With Upper Projection

eq

W1

eq

2000 GRC Jali (separate details) 440

TD3

230

440

In Plumb With Upper Projection

440

mb With ojection

eq

eq

2000 GRC Jali (separate details)

440

eq

Xerox/Pantry

RETURN AIR DIFUSERS

1.2196

in line Cl- 12

1.0550

Cl- 19

0.8500

+9150

SUPPLY AIR GRILLE

SD SD

Cl- 11

Cl- 10

Executive Cabin 5

0.8500 SD

SD

SD

Cl- 1

2.7600

Cl- 2

eq-a

F.F.L

SD

SD

4.7200

SD

Cl- 9

RETURN AIR GRILLE

Cl- 20

1.7900 SD

33

34 35

36

37

38

39

Cl- 7

40

SD

Cl- 4

0.1500

Executive Cabin 6

2.5296

42

Structural glazing (separate details)

0.6000

3200

Compactors 41

Cl- 6

Cl- 4

Cl- 21

0.8500 Cl- 1

Cl- 5 SD

20

CHILLED WATER PIPE

SD SD

22

SD

23

1.2000

Cl- 1

0.8500

Cl- 2

24

0.7000

Cl- 3

Cl- 26

SD

0.7000

0.7000

1.4100

SD

Cl- 25

1.2000

0.7000

0.7000

0.4500

Cl- 24

0.0250

in line

0.0250

0.4500

0.0250

0.7000 0.0250

Cl- 4

chk.

Cl- 23

0.0250

Cl- 22

DRAIN WATER PIPE

Cl- 3

0.0250

FLEXIBLE CONNECTION

2250 Cl- 34

in line 0.2496

4.3000

c/l

1.0000

1.4996

VOLUME CONTROL DAMPER

eq

c/l

SD

c/l

RADIANT PIPE

Cl- 2

Workstations

21

Dn

Cl- 3

Cl- 8

SD

Director's Cabin 1.2000

TD3

in line

0.2502

in line

SUPPLY AIR FIRE DAMPER

SD

c/l

3.0000

+6750 F.F.L

440

SD

chk.

440

SD

0.8500

RETURN AIR FIRE DAMPER GRC Jali (separate details)

SD

Reception desk

W1

SD

Ante-Chamber

2000

1.9500

Reception Area

VAV BOX

TD3

0.8001

eq

D7

RECORD ROOM

115

eq

1500

2000

eq

In Plumb With Upper Projection

RETURN AIR BAFFLE

ON HOLD

brick work + coping at sill of 'v'

c/l

115

P.H.TOILET

PANTRY

LADIES TOILET c/l

115

D1

D1 3700 in line

eq

700

b

in line

1000

900

D1 1000

800

1000

brick work + coping at sill of 'v'

1720

230 c/l 1000

65

64

63

62

61

60

59

58

57

79

78

115 0

c/l

AHU ROOM

1770

1500

W1

700

in line

j TOILET

115

LIFT-2

ELECTRICAL ROOM

D1

770

LIFT-2

115

Toilet

D1

eq

eq

HVAC Legend





INTERIOR ENVELOPE

PROFESSIONAL EXPERIENCE AT sP+A, MUMBAI





SYMBIOTIC ANIMOSITY EXPERIENCIAL DESIGN


Symbiotic [Program]- Involving interaction between two different organisms living in close physical associations Animosity [Massing/Form]- Strong hostility


Located towards the west of Navy Yard, a desolate Con Edison power station is being replaced by a community waste to energy incinerator along with 60,000 sq. ft. recycling facility and surprisingly a natatorium. This emergent concept of deploying two contrasting programs is termed ‘symbiotic animosity’ that translates to forcing opposite entities to work together where the resultant is a whole that is greater than the sum of its parts. The need for this unique concept arose because- “The stigma and concern around a Waste to Energy incinerator required a strong programmatic counter (public pool) that would benefit the public at large and should help in acceptance of the overall project within the community.” WTE incinerator is an appropriate alternative to the rising environmental concerns of the landfill and economic costs of transportation of waste to these sites. The 700 Ton capacity incinerator generates 80 MW power that is supplied to the city grid in addition to the energy consumed by the natatorium program. The landscaped plaza and flea market also allows for the social sustainability of the site by acting as an economic catalyst for the region.


Indoor Spa + pool

Electrostatic Precipitator

Recycling Center

Smoke stack

Waste to Energy Incinerator

Outdoor Pool


WA S TE TO E N E R GY IN C IN E R ATOR R A MP S /C IR C U LATION

N ATATOR IU M

P R OGR A M D IV E R S ITY

PROGRAM DEVELOPM ENT

BIRD’S EYE VIEW


PLAN @ 50’


SITE SECTION




Swimming in a temperature controlled pool, in the backdrop of Lower Manhattan amidst an operating industrial complex, redefines urban experience.


LET IT FLOOD!

MITIGATING SEA LEVEL RISE



RESIST

|

DELAY

|

STORE

|

DISCHARGE

- REVETMENT

- PARKLAND

- RAIN GARDEN

- STORMWATER DRAIN

- TERRACED EDGE

- BIOSWALE

- BIORETENTION BASIN

- STORMWATER PUMP

- LEVEE

- VEGETATED TERRACE

- CONSTRUCTED WETLAND

- UNDERGROUND WATER TANK


C

O

N

S

C

I

T

E

P

E

T

E

D

E

V

X

P

E

E

R

L

O

I

E

P

N

M

C

E

N

E

T


Precedent Research

Exploded Axonometric


Wetlands

Tennis + Pool

Amphitheatre

Sunken Rain Garden

Ferry terminal


SITE SECTION


-14 FEET LOW TIDE LEVEL

-6 FEET HIGH TIDE LEVEL

00 FEET SITE / GROUND LEVEL

-12 FEET FLOOD LEVEL


SUNKEN RAIN GARDEN

FLOODABLE PARK

TIDAL CLOCK

WETLANDS



PARAMETRIC FABRICATION LABOR INTENSIVE APPROACH



INTERIOR VIEW


DE TA IL


GRASSHOPPER DEVELOPMENT

EXPLODED AXONOMETRIC


ENTRA NCE VIEW


WITHO UT PANELS

W IT H PA N EL S

S OLAR RA DI AT I O N A N A LYS IS K W /hr

K W /hr


BRIDGE VIEW


VERTICAL VILLAGE CAR(RA)VING FOR SPACE



NEIGHBORH OOD PLAN

NEIGHBORHOOD SECTION

SITE


VOID/ CARVED M ASS

RECRE AT I O N SPACE

FLOOR PLATE

CIRCU LATIO N

MASSI NG STR ATEGY MODEL


PLAN @ 45’

PL A N @ 12 0 ’


SECTION


DETAIL

WORKING DRAWING







UNBOXING EDUCATION

MORPHOGENETIC APPROACH FOR DESIGN



CONTEXT ANALYSIS



INTIMACY

RESILIENCY

SUBJECTIVITY

CONTINGENCY

INTIMACY

RESILIENCY

SUBJECTIVITY

CONTINGENCY



Cells deployed in the empty boxes to form a dynamic structure that is informedby the site forces and narural morphological process.

Empty boxes deformed according to the contextual forces of the given site

Computing various complex cellular structures found in nature and selecting distinctive layers based on their logic for practical applicability and aesthetic appeal to develop them further. The host structure was a major parameter in the computational model and since the cellular network cannot independently replicate the social and cultural concerns, humans controls were introduced to create a hybridized model. Distributing number of points along the dynamic surface based on earlier computation and logic where these points eventually became the centers of Moroni cells deployed on the surface. The resultant structure, even though static, is flexible in terms of its adaptability as it mirrors the growth pattern found in plant species and therefore produces previously unimaginable spaces and allows for control of unmanageable functions.


CLIFF STREET CLIFF STREET

PLAN @ 8 FEET FROM GROUND LVL 1/16”- 1’ MORNING

P E A R L S T R E E TP E A R L S T R E E T

PLAN @ 8 FEET FROM GROUND LVL 1/16”- 1’ EVENING



PLAN @ 24 FEET FROM GROUND LVL 1/16”- 1’ MORNING

PLAN @ 24 FEET FROM GROUND LVL 1/16”- 1’ EVENING


ATRIUM

ET

PEARL STREET EQUIPMENT STORE AUDITORIUM GYMNASIUM

LONGITUDNAL SECTION 1/16”- 1’


Considering bioinspiration as a concept that emphasizes “indirect and multiplicious characteristics of knowledge transfer between biology to architecture.� Therefore, contending that it is not sufficient to mimic natural forms in a structure but strategically reinterpret the natural principles in design. The application of morphogenetic model resulted in a complex and dynamic form. This increases the flexibility and adaptability of the structure as they have vast information contained in their form which might seem random but incorporates meaning within them. The complexity of the end product also produces aesthetically and visually resolved form, which would not have been possible with a preconceived logic Experimentation provides enormous advantage as it can be scrutinized for environmental responsiveness and energy analysis.


ADITYA MOKHA amokha@pratt.edu

702-9379800


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