Resume + Work Samples - Vasudha Mittal

Vasudha Mittal Professional Skills

Software Skills Licenses Education

mittal.vasudha@gmail.com +1-347-425-5145 issuu.com/vasudhamittal in.linkedin.com/in/vasudhamittal - - - - - - -

6 years of professional experience in Residential, Commercial, Institutional, and Urban Design Schematic Design (SD), Design Development (DD) and Construction Drawings (CD) Preparing presentations for client understanding Communicating with clients, vendors, consultants and contractors Performing site visits and attending client meetings Preparing construction drawing sets using Revit and Autocad Leading a team of 2-3 architects & managing design projects

Professional : AutoCAD, Revit, SketchUp, Photoshop, Illustrator, InDesign, MS Office, Premiere Pro Academic : Rhinoceros, Grasshopper, Maya, Mental Ray, After Effects, Ecotect Fabrication : Laser Cutting, CNC Milling (RhinoCAM) LEED AP Building Design + Construction, Green Business Certification Inc. Licensed Architect, Council of Architecture, India

2014 - 2015

Pratt Institute, Brooklyn, New York, USA MS Architecture, Post Professional

2008 - 2013

Sushant School Of Art And Architecture (SSAA), Delhi, India Bachelors of Architecture

Experience

July 2018 – Present

- -

Master’s Thesis| Automated Micronations - Self Sustaining, Self-Organizing & Self Assembling

Undergraduate Thesis| Revitalization of a Small Town - Miranpur, Uttar Pradesh

Andrew L. Pettit, Architect, New York, USA Intermediate Architectural Designer

- -

Passive House Office Building, NY |15,000 sqft | DD, CD Apartment Building Expansion, NY | 12,400 sqft | DD

July 2015 – Aug 2016

Entry Level Architectural Designer

Dec 2017 – June 2018

Morphogenesis, Delhi, India Architect

Aug 2013 – May 2014

July 2011 – Dec 2011

Sept 2016 – April 2017

July 2015 – Aug 2015 Aug 2014 – May 2015

June 2017 – Sept 2017 June 2014 – July 2014 June 2010 – July 2010

Achievements

- -

142 Beach 96th Street Condominiums, NY| 13,100 sqft| DD, CD Uncle Sam’s Fast Food Restaurant Chain, NY| SD, DD, CD

- -

Factory in the Hills, Dehradun |9,800 sqft |SD Auditorium and Cultural Center, Delhi |88,500 sqft |SD, DD

- -

Mahindra Lifespaces Housing, Mumbai |2.93 acres |SD, DD High End Residence in Chattarpur, Delhi |11,000 sqft |CD, CA

- -

Lalit Hospitality and Institutional Development, Dehradun |21 acres |SD IREO Clubhouse, Panchkula |1 acre |SD,DD

Junior Architect

Architectural Intern

Vir Mueller Architects, Delhi, India Architect

- -

The Sacred Grove, Masterplan, Greater Noida| 54.3 acres| SD High End Restaurant, New Delhi| 5500sqft| SD, DD, CD

Pratt Institute Teaching Assistant, William Macdonald| Chair of Graduate Architecture

-

Summer Design Studio 6, Vertical Option

-

Rapid Prototyping Lab, Digital Photography Lab, Specialty Output Center

Lab Monitor, Academic Computing

Freelance - Vision for the Ajmer Shrine Complex |Developed proposal under Architect Abhimanyu Dalal - Eye testing Clinic |Furniture design and space planning - Charitable School in a village|Using special bricks for passive cooling, with playwright Gopal Sharman - - - -

Excellence in Academic Achievement Award, Pratt Institute |May 2015 Published in InProcess 20, Pratt Institute |2015 GAUD merit-based scholarship, School of Architecture, Pratt Institute |2014 - 2015 Urban Habitat Forum Fellows Program |300 people selected from all over India to attend the 1st

Habitat Summit, that focused on shaping India’s built environment|2009

- Represented SSAA in the World Architecture Festival|2009 & the National Association of Students of Architecture (India) Festival|2011

Leadership Organizations

- Elected Cultural Secretary, SSAA |2010 – 2011 - Member of the Annual Festival Core Committee, Sushant Group of Institutes |headed a team

of more than 200 volunteers|2011

- - - - -

Open House New York |Volunteer for OHNY Weekend Architectural League of New York Women in Architecture | AIA NY Delhi Walks | Personally curated and conducted heritage walks around New Delhi PrattSIDE | Voluntary design-build student organization

Passive House Office Building, New York Design Development Andrew L. Pettit, Architect Professional|‘18 Revit, Autocad, Photoshop

An 8 story high office building in Upper West Side Manhattan, developed using Passive House principals. The project involved maximizing the use of the available FAR while providing flexible office floor plates as well as a 3 level parking garage for trucks.

Insulated precast concrete panels are used for expedited construction and quality control.

A

B

C

2

2

D

A-301.00

2 A-510.00

F

E

A-302.00

80'-5" 0'-8"

20'-11"

14'-6"

19'-7"

14'-6"

LEGEND Room name

R

101

R

20'-0" 16'-2"

1

28'-10"

7'-8"

N (S

35'-0"

1

E

IC3

M3

M3

M3

DN

C2

R

C1

E1

L

N

101

1i

IC5

36" HIGH COUNTER WITH SINK

A1

HOISTWAY SMOKE VENT GREENHECK SEE M DWG

1 A-901.00

N a1

3 A-505.00

e1.2) 16'-3"

OFFICE

E W L (N

EXIT

E W L (D

2 A-201.00

26'-8"

A-201.00 1

204

e2.2) 2'-0"

C1 12" Dropped Arch

E2

C1

EXIT

3

ELEVATOR MACHINE ROOM VENT SEE M DWG 3'-5"

2 E B

metal stair as per specification

203 KONE MONOSPACE 500 ELEVATOR OR EQUIVALENT

3HR RATED SHAFT FOR DIESEL FUEL LINE

Typical Floor Plan A

M3

IC5 C2

C2 IC3

B

EXIT

EXIT

13'-2 1/2"

5 A-506.00

1'-3 1/2"

R

balcony above 6"x6" HSS column to support balcony above (typ.)

IC4

D.O.B JOB# : DRAWN BY : ISSUE ISSUE DOB TO DOB

26'-10 1/2"

ISSUE TO DOB ISSUE TO DOB

0'-8"

VENTILATION SHAFT ABOVE

C

2

2

D

A-301.00 100'-5"

20'-11"

INSULATED CONCRETE FORM (ICF) SYSTEM WALL

M3

4'-8"

10'-2"

2nd Floor 1/4" = 1'-0"

M5

1'-6"

IC4

4 2

F

SPRINKLER SHAFT

IC3

S

E DN

7'-7 1/2"

9'-3"

EXIT

SD

UP

C2

C2

E

23'-0"

CAST-IN-PLACE CONCRETE FLOOR

SD

8'-8"

202

E

EXIT

TERRACE

27'-5"

30'-0"

11'-6 1/2"

e1 e2

e2.1) 31'-5 3/4"

M2

e1.3) 2'-0"

IC4

e1.1) 40'-0"

M2 201

EXIT

1

6" 2'-

202

2

EXIT INSULATED CONCRETE FORM (ICF) SYSTEM WALL

M4

EXIT

9'-3"

UP

A-302.00

VENTILATION SHAFT

C2

205

5'-9"

IC4

1'-6"

railing as per specification EXIT 1 A-301.00

14'-6"

A-202.00

F

E

A-302.00

2

16'-2"

28'-10"

20'-0"

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal 1 13'-2"

7'-1"

M3

EXIT

9'-3"

UP

33'-0 1/2"

VENTILATION SHAFT

C2

M3

M4 "

EGRESS CORRIDOR BELOW

1 A-301.00

IC1

1'-6"

1'-0 1/2"

IC1

RESTRM

22'-8 1/2"

EXIT INSULATED CONCRETE FORM (ICF) SYSTEM WALL

1C2

d1

M2

1C2

621 WES

d2 LANDING DOCK BELOW

Factory in the Hills, Dehradun Schematic Design Morphogenesis Professional|’17 -‘18 Autocad, SketchUp, Photoshop

Transverse Section

DESIGN CONCEPT DESIGN CONCEPT Architectural Expression

Architectural Expression

Learnings from Forest Essentials Lohail Learnings from Forest Essentials Lohail • Open plan format : An open plan is • appropriate Open plan for format : An building open plan a factory thatis appropriate forspaces a factory building that requires flexible requires flexible spaces •

•

•

A factory of a popular body products brand in the hills of Northern India. The site is used as a thoroughfare for locals. The building is to be built over the footprint of an existing factory.

The proposal provides a plaza for visitors and locals as well as a community space at the upper level. The building uses design elements from local architecture in the area.

Planning

Planning Planning

Produ Produ ction ction

Community spaces : Gathering spaces are • essential Community spaces :the Gathering to enhance quality spaces of life are of essential to enhance the quality of life the staff.of the staff.

Timber too expensive: The use of timber • asTimber too expensive: The use of timber a construction material should be as a as construction material should as be limited it is 1.5 times as expensive limited as it is 1.5 times as expensive as steel. steel.

Indigenousness : Being inspired from local • construction Indigenousness from local & use: Being of localinspired materials. construction & use of local materials.

DESIGN CONCEPT

Produ Produ ction ction

1 existing building footprint 1 existing building footprint

Volume Volume

2 connecting topography 2 connecting topography

3 creating a public plaza & 3 creating a public plaza & brining in light brining in light

2 taking advantage of cantilever 2 taking advantage of cantilever to accommodate additional area to accommodate additional area Morphology much a typical Morphology much a typical ‘garhwali’ house called Kholi ‘garhwali’ house called Kholi

3 developing roof form to harness 3 developing form to solar energy &roof to create anharness solar energy & to create an elevated community landscape elevated community landscape

Volume

Zoning

courtyard that brings in light.

Eliminated the corridor

1 existing building volume 1 existing building volume

•

Site topography: The building acts as a connection between the higher & lower levels of site.

Production

Visitor/ admin/ library

Community space

Production

Visitor/ admin/ library

Community space

Section

Longitudinal Section

Section

Production

Production

Ground Floor

Ground Floor Floor Ground

storage storage amenities

Production

Production

Production

Community space

amenities

• •

Production

Visitor/ admin/ library

• •

Storage: Storage areasCommunity located together in Staff amenities: space the north eastlevelsside for within easy provided at both integrated loading/unloading. the building. Separate changing rooms for men & women.

Staff amenities: Community space provided at both & levels integrated within Visitor amenities Library: Consolidated the building.center Separate rooms for experience in changing the middle of the men & women. building with access to all programs & connection to outside.

Visitor amenities & Library: Consolidated experience center The in the middleacts of as thea Site topography: building building withbetween access the to all programs & connection higher & lower connection to outside. levels of site.

Visitor/ admin/ library

••

Loading/ unloading Loading/ unloading

•• Circulation: Programs arranged around Storage: Storage areasare located together in Typical Garhwali House athecentral courtyard bringsforin light.

Typical Garhwali House north east thatside easy Eliminated the corridor loading/unloading.

lab

a central Zoning

lab

DESIGN CONCEPT • Circulation: Programs are arranged around

st

Community space

First Floor

First Floor

First Floor

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Vision for the Ajmer Shrine Complex Three-phase proposal, Design Development of Phase I Abhimanyu Dalal Architects Professional|‘17 Autocad, Photoshop

The Shrine of Moinuddin Chishti, is one of the most important Islamic shrines in the world visited by millions every year. The project was part of a Government initiative involving coordination with multiple stakeholders and consulting agencies. The challenge was to provide facilities for the increasing number of pilgrims and prevent disasters at the same time.

B

A

A’

B’

Regional Level Strategy

Complex Plan

PROPOSED GATE TO JHALRA

PROPOSED GATE TO TUNNEL

DALAN

SHAHJAHANI MASJID

ASTHANA SHARIF

SANDALI MASJID

SANDALI GATE

WAZU KHANA

MEHFIL KHANA

SEHAN CHIRAG

BADI DEG

SHAHJAHANI GATE

0

Section A-A’

10

NIZAM GATE

20

50

Creating Holding areas at primary points of entry

Widening & Re-leveling existing gates

SOLAH KHAMBA GATE 1m+2m+1.8m

TRIPOLIA ENTRY SHAHJAHANI GATE 1.2m+2.5m+1.2m

SANDALI GATE 2m+2.2m+2m

BABUL SHARIF GATE 2.3m CHATRI GATE 1.6m

SHOP

ROAD

POLICE STATION

PROPOSED HOLDING AREA

GATE

JHALRA POND

Section B-B’

SWACCH BHARAT ENTRY

NIZAM ENTRY

SARKI GATE 2.3m

BASEMENT FOR SERVICES

WAZU KHANA

JHALRA PLATFORM

PROPOSED SHOPS

MAZAR

PROPOSED GATE

EXISTING HUJRA

PROPOSED TAZIA STRUCTURE 0

10

20

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

50

High End Restaurant, Delhi

notes

3

1. All stair treads and risers to b Adaptive reuse of an old building to a high end restaurant.

The MARBLE II'.

12 13 20mm 'ITALIAN MARBLE II' screen; see sheet a14.2 2. Contractor to provide mocktreads fixed to marine ply strict deadline details the existing structure as well constraintsfor of as the handrail and balusters for revie with adhesive 40mm dia brass by architect prior to fabrication/ 19mm marine ply fixedMEP to handrail involved coordinating with the structural and consultants M.S. plate with brass plate cladding 3. Refer structural drawings for countersunk screws as per detail steel details. from the start of the project, to create a space of luxury.

screen; see sheet a14.2 for details

brushed S.S. plate cladding

43" commercial grade LED TV as per specifications

elevator door as per specifications (typ.)

S.S. door with brass patina finish; see a9.1 for details

'ITALIAN MARBLE I' skirting (typ.)

elevator door as per specifications (typ.)

S.S. door with brass patina finish; see a9.1 for details

1:50 905

x103

west west

'ITALIAN MARBLE II' on staircase; see sheet a7.1 for details

natural finish 'UDAIPUR GREEN' marble cladding

'ITALIAN MARBLE II' on staircase; see sheet a7.1 for details

natural finish 'UDAIPUR GREEN' marble cladding a1.5 a5.1

102 seating

7 7

1:50

a1.5 a5.1 CCTV camera

paint over plaster (typ.)

CCTV camera

screen; see sheet a14.2 for details

paint over plaster (typ.)

screen; see sheet a14.2 for details

painted gypsum board painted gypsum board

slot diffuser; see HVAC drawings for detail slot diffuser; see HVAC drawings for detail

100 100

east

1:50

east east 201 seating

'ITALIAN MARBLE I' flooring; se sheet a8.1 for details (typ.)

south 'ITALIAN MARBLE I' cladding

INTERIOR ELEVATIONS

1:50

201 seating

1:50

'ITALIAN MARBLE I' flooring; se sheet a8.1 for details (typ.)

'ITALIAN MARBLE I' cladding

stone wall panelling; see sheet a5.2 for details

'ITALIAN MARBLE I' skirting (typ.)

stone wall panelling; see sheet a5.2 for details

'ITALIAN MARBLE I' skirting (typ.)

south

900 (typ.)

900 (typ.)

20 70

70

20 70

50

70 900 20 (typ.)

50

20 70

50

70

9

see sheet a14.3 for cabinetry details

wine cooler as per specifications

see sheet a14.3 for cabinetry details

wine cooler as per specifications

sheet a5.1 for details 8

10mm M.S. deck plate a1.0 a5.1 25mm x 25mm brass

50

bar display; see sheet a14.1 for details

100

brushed S.S. plate cladding

detail

10

west

1:50

20mm 'ITALIAN brass plate fixed to MARBLE 1' cladding

brass channel with

8mm dia. M.S. rod welded to brass plate

screen; see sheet 20mm 'ITALIAN countersunk screws a14.2 for details MARBLE 1' cladding

6mm brass plate fixed to brass channel with detail

50

100% construction do 'ITALIAN MARBLE I' skirting (typ.)

'ITALIAN MARBLE 1' cladding

'ITALIAN MARBLE I' skirting (typ.) a1.2 a5.1

9 9

brass door; see a14.1 for details

9

brass door; see a14.1 for details a1.2 a5.1

9

a1.2 a5.1

west west 202

eq

eq

202 staircase I

a2.1 a7.1

1:50

detail 1:5

10

stone wall panelling; see staircase I sheet a1.1 for details 1:50 a1.2 a5.1

25mm x 25mm brass channel

detail

1 : 50

interior elevations

20mm dia A 1084b : 50 10mm M.S tres

malcha084b marg diplomatic enclave new delhi 110021 malcha marg india diplomatic enclave vir.muellernew architects delhi 110021 812 asian games village india dip new delhi 110049, india vir.mueller 011-26499992/3/4/5 architects ne 812 www.virmueller.com asian games village new delhi 110049, india ksa/am/vm 011-26499992/3/4/5

tres

100% construction documents www.virmueller.com

10

vir.mueller 7 april 2017 ksa/am/vm

812 a

a1.2 a5.1

100% construction documents new

11

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 a7.1|a7.1issuu.com/vasudhamittal wall cladding;screws see countersunk 1:50 sheet a5.1 for details

a5.1a a5.1 sta 10mm M.S

a1.2 a5.1

100

stone wall panelling; see sheet a1.1 for details

20mm 'ITA treads

interior elevations

x303

9

10

'ITALIAN MARBLE 1' cladding

1640 750

8mm dia. M.S. rod

screen; see sheet a14.2 for6mm details

120

12mm dia. new electroplat

a7.1 a7.1

a7.1 a7.1

x303

welded to brass plate section detail west

100

43" commercial grade LED TV as per specifications

8mm dia. r di with brass n brass

20mm dia rodvir.mueller welded to 812 10mm M.S. deck plate

stone wall panelling; see sheet a5.2 for details

slot diffuser; see HVAC with drawings for detail slot diffuser; see HVAC drawings for detail

a1.1 a5.1

6mm stone wall panelling; see rod welded tofor M.Sm 10mm deck plate sheet a5.2 details 10mm M.S. deck plate eq

brushed S.S. plate cladding

1:5

7

10mm M.Sm deck plate

eq

bar display; see sheet 20mm dia a14.1 for details

1:50

40mm dia. M.S. handrail S.S. 43" commercial grade LED channel brassbrushed electroplating plate cladding TV as per specifications welded to M.S. rod

2350

50

50

1050

50

eq

40 dia. bra

7

natural finish 'UDAIPUR GREEN' marble cladding a1.1 a5.1

brushed S.S. plate 100 cladding

1:5

2350

70

900 (typ.)

1050 2200 (typ.)

2200 (typ.)

70 50

900 (typ.)

eq

a

st

20mm 'ITALIAN GREEN' marble claddingMARBLE II' to 8mm dia treads

40mm dia brass foot rail as per specifications

201 seating

70

350 (typ.)

50

70

1:50

a1.0 a5.1

CL 20mm 'ITALIAN MARBLE II' natural finish 'UDAIPUR

40mm dia brass foot rail treads as per specifications

detail

a2.1 a7.1

201

70

350 (typ.)

9 11 a2.1 a7.1 a7.1 a7.1

north 201 seating

8

wall cladding; see channel

as per specifications

CCTV camera

201

north

west

wall cladding; see lighting control panel as per specifications sheet a5.1 for details

105 corridor

CCTV camera

cladding

'ITALIAN MARBLE I' cladding

40mm dia. M.S. handrail with brass electroplating welded to M.S. rod

900 (typ.)

900 (typ.)

x202

x201

900 (typ.)

50 x103

east west 105 lighting control panel x 25mm brass 25mm corridor 1:50

'ITALIAN MARBLE 120 50 I'

101

east

270 (typ.)

50

101

x101

east

natural finish 'UDAIPUR

C CL GREEN' marble cladding L natural finish 'UDAIPUR GREEN' marble cladding

x103

12mm dia M.S. rod with brass electroplating

x202

x201

45

section 6mm M.S.detail plate with detail 1:50 brass electroplating 1:50 section detail

1940

'ITALIAN MARBLE I' skirting (typ.)

100

1640

south 102 seating 1:50

900 (typ.)

2420 2420

730 730

hooter

905

south

1940

102

120

screws manual callcountersunk point paint over plaster (typ.)

x103

102

100

brass channel 8mm dia M.S.with rod with brass electroplating welded to M.S. plate manual call point paint over plaster (typ.)

1:50

a1.5 a5.1 hooter

CL CL

a7.1 a7.1

a9.1 for details

detail

12mm dia. M.S. rod with brass 12mm dia. M.S. rod with brass electroplating screwed to 20 dia electroplating screwed to 20 dia rod 1:5

x101

70

43" commercial grade LED TV as per specifications

40mm dia brass foot rail as per specifications

7

50

stone wall panelling; see sheet a5.1 for details

brushed S.S. plate cladding

40mm dia brass foot rail as per specifications

brass plate door; see a14.1 for details

102 6mm brass plate fixed to seating

6

screen; see sheet a14.2 for details

brass plate door; see a14.1 for details

8mm dia. rod welded to M.S. pla

rod welded to door; M.S.seeplate with electroplating brassbrass sheet a9.1 for details with brass electroplating 6mm brass plate 6mm brass plate brass door; see sheet

'ITALIAN MARBLE I' cladding

50

screen; see sheet a14.2 for details

6 a1.5 a5.1

010 IT + CCTV room

1:50

brass electroplating

stone wall panelling; see 40mm dia brass 8mm dia.

M.S. rodfor details sheet a5.2 handrail welded to north welded to brass plate 102 stone wall panelling; 10mm M.S. deck plate see seating sheet a5.2rod for details 8mm dia brass 1:50 10mm M.S. deck plate

40 dia. brass handrail welded

to 8mm dia rod 40 dia. brass handrail welded to 8mm dia rod

900 (typ.)

HVAC grille; see HVAC drawings for details

103

north

CL

70

1:50

a1.5 a5.1 stone wall panelling; see sheet a5.1 for details

detail

west west

CCTV camera

8

a7.1 a7.1

a7.1 a7.1

8mm dia. a1.5'ITALIAN a5.1 MARBLE I' cladding

CCTV camera

50

screen; see sheet a14.2 for details

bar display; see sheet a14.1 for details

12mm diadia M.S. rodrod withwith 12mm M.S. brass electroplating 103

1:5

CL

724

south

270see (typ.) bar display; sheet a14.1 for details

brushed S.S. plate cladding

10

10 8a7.1 a7.1

50

east

brushed S.S. plate cladding

1:50

20mm dia rod welded 10to existing wall at site 10mm M.S. deck plate

detail

CL 5 x 50mm M.S tube framea1.5 a5.1 5 270 (typ.) anchored to R.C.C slab

paintbrass over plaster (typ.)

8mm dia M.S. rod with

1:5 detail

eq 100

CL 50mm

724

north 010 IT + CCTV room

CL

a1.5 a5.1 paint over camera grille; see HVAC 25mm CCTV x 25mm brass HVAC plaster (typ.) drawings for details

8mm dia M.S. rod with channel brass electroplating CCTV camera electroplating HVAC grille; see HVAC welded M.S. plate drawings for details welded to to M.S. plate 40mm dia. M.S. handrail 6mm M.S. plate 6mm plate withwith with M.S. brass electroplating brass electroplating brass electroplating welded to M.S. rod 1:10

CCTV monitor as per electrical drawings CCTV monitor as per electrical drawings

CL

a1.5 a5.1

003

50

south

008 corridor

a7.1 a7.1

900 (typ.)

200 2360 5870 200

2510 270

east

5

HVAC grille; see HVAC drawings for details

002

D.B

CL CL

1:50

8mm dia brass rod

CL CL

'KOTA BROWN' flooring; see sheet a8.1 for details (typ.)

wall cladding; se

sheet a5.1 for de 20mm 'ITALIAN MARBLE II' CL treads 25mm x 25mm b wall cladding; see channel sheet a5.1 for details 25mm x 25mm brass existing wall at site channel 10mm M.Sm deck plate 40

2

eq

(003,005,101,303,304)

40mm x kitchen 70mm x 6mmdrawings brass for electrical 7. See consultant's points/ equipment in kitchen areas plate fixed to brass channel (003,005,101,303,304) with countersunk screws

10

2

a1.5 a5.1

east 12mm marine ply anchored to M.S. frame east

'KOTA BROWN' flooring; see sheet a8.1 for details (typ.)

north 008 corridor

70

eq eq

5

002

D.B

north

a1.5 a5.1

008 corridor

1:50

dia brass 4 handrail welded to handrail welded to rod 8mm dia brass sheet a5.1 for 4 details lockers; see a14.3 details 40mmfordia brass wall cladding; see a1.5 a5.1

45

west

D.B

music control

a7.1 a7.1

450

600

west

music control

fire panel

7

10

6mm brushed brass plate 1:5

70

'KOTA BROWN' skirting (typ.)

lighting control panel as per specifications

600 500

100 (typ.)

100 (typ.)

'KOTA BROWN' skirting (typ.)

lighting control panel as per specifications

D.B

001

100 (typ.)

100 (typ.)

4 a1.2 a7.1

1:50

004

fire panel

north

lockers; see a14.3 for details

750

south 008 corridor

200

1050 (typ.)

1050 (typ.)

south

)

5

001

004

paint over plaster (typ.)

500

paint over plaster (typ.)

1940

eq eq

2510

junction boxes as per electrical drawings junction boxes as per electrical drawings

450

dimmer panel as per specifications

200

10

'ITALIAN MARBLE I' skirting

1:50

a2.1 a7.1 a7.1 a7.1

10

40

003

002

west40mm

-2710 mm t.o. slab

1:50

002

40mm x 70mm x 6m

6.Paint color and shadefor to details be approved by architect 5.

See HVAC drawings of air conditioning

40mm dia brass priordiffusers. to application. slot plate fixed to brass 12mm dia. M.S. rod with brass 40 handrail 7. See kitchen consultant's drawings for electrical countersunk 6.Paint color and shade with be approved by architect sc electroplating screwed to 20 dia torod points/ prior to equipment application.in kitchen areas

CL

'ITALIAN MARBLE I' skirting

anchors 500mm apart in staggered 7 9 detail manner

1:10

west

'KOTA BROWN' flooring; see sheet a8.1 for details (typ.)

8mm dia. rod welded to M.S. plate details. prior to installation. handrail with brass electroplating CL 5. See electrical HVAC drawings for for details of air equipment conditioning 4. drawings electrical 6mm brass platedetails. slot diffusers.

50mm x 50mm M.S tube frame to R.C.C slab HLC M12' 'HILTI

paint over plaster (typ.)

007 locker room

dimmer panel as per specifications

on

'KOTA BROWN' flooring; see sheet a8.1 for details (typ.)

west 002,103 staircase

10mm M.S. deck plate

70

3

lockers; see a14.3 for details

south

to M.S. a1.5 a5.1frame 6mm brushed brass plate

2100 (typ.)

2100 (typ.)

a1.5 a5.1

south

'KOTA BROWN' skirting (typ.)

40mm dia brass

25mm stringer 50mmply x anchored 50mmM.S. M.S tube frameplate 12mm marine 50to M.S. frame anchored to R.C.C slab

120

260

1:50

1:50

east

40 dia. brass handrail 3. Samplewelded of all stone to be approved by architect prior toa9.1 installation.

See for door and glazing types and details. to 8mm dia rod 2.

4. Sample See electrical drawings electricalby equipment 3. of all stone to beforapproved architect

'HILTI HLC M12' anchors brass plateI 1brushed 6mm 500mm apart staggered 1:50 a1.5ina5.1 002,103 manner 12mm anchored 1 marine plystaircase I

detail

1290 260

a1.5 a5.1

a7.1 a7.1

'KOTA BROWN' skirting (typ.)

lockers; see a14.3 for details

007 north locker room

2. Height See a9.1 doorisand glazing types details.

1. of for skirting 100mm from top and of finished floor unless noted otherwise.

CL

25mm M.S. stringer plate west 500mm apart in staggered 10mm M.S. deck plate manner

paint over plaster anchored (typ.)

650 1290

004 electrical closet

004 east

north

100 1940

00 3 3

stone wall panelling; see sheet a5.2 for details

'HILTI HLC M12' anchors

'KNAUFF STRATOPANEL' section detail 1:10 1:50 acoustic ceiling detail

paint over plaster (typ.)

5

a7.1 a7.1

stone wall panelling; see sheet a5.2 for details

existing R.C.C. slab

100

west

001

200

eq

west

south

elevator power unit as per specifications

2100

2100 2100

south

elevator power unit as per specifications

'KOTA BROWN' skirting (typ.)

200

painted gypsum board

003

100

2100

1:50

'KOTA BROWN' skirting (typ.)

5

001

a7.1 a7.1

painted gypsum CL board CL

003

'KNAUFF STRATOPANEL' acoustic ceiling 10mm M.S. deck plate

8

notes:

1. Height of skirting is 100mm from top of finished notes: floor unless noted otherwise.

10mm M.S. deck plate

stone wall panelling; see sheet a5.2 for details

mm t.o. slab

detail

a7.1 a7.1 1:5

270 (typ.)

sheet a5.2 for details

2100

east

1050 (typ.)

1050 (typ.)

east

006

150 (typ.)

CL CL

stone wall panelling; see sheet a5.2 for details

-2710 mm t.o. slab

existing wall at site

25mm M.S. stringer plate

'KNAUFF STRATOPANEL' west acoustic ceiling stone wall panelling; see existing R.C.C. slab

-2710 paint over plaster (typ.)

100 (typ.)

100 (typ.)

closet

1:50

006

270

north 004 electrical

200

150 (typ.)

250 (typ.)

250 (typ.)

north

470 2300 2300

560 eq

paint over plaster (typ.)

7

20mm 'ITALIAN existing MARBLE R.C.C. slabI' west flooring

HVAC grilles; see HVAC

wall cladding; see sheet a5.1 for details 25mm x 25mm brass channel

6

a7.1 a7.1

dia M.S. rod with stone wall panelling; 12mm see sheet a5.2 for detailsbrass electroplating

drawings for detail +00 mm HVAC grilles; see HVAC site drawings for detail

560

paint over plaster (typ.)

100 (typ.)

100 (typ.)

a1.1 a7.1

00 4

ups as per electrical drawings

STAIRCASE SECTION AND DETAILS section 1:50

00 4

00 3

ups as per electrical drawings

2100

kitchen panel as per electrical drawings

'ITALIAN MARBLE I' flooring; see sheet a8.1 for details

00 3

2830

3250

00 2

kitchen panel as per electrical drawings

section

3

mirror wall panelling; see sheet a5.2 for details

'ITALIAN MARBLE I' skirting (typ.)

10

6

6

6mm M.S. plate with brass electroplating

+690 mm t.o. slab

40mm x 70mm x 6mm brass plate fixed to brass channel with countersunk screws

40 10

a7.1 a7.1

countersunk screws

+00 mm site

south south

1940

2830

3250

event hall

001 private event hall

1:50

a1.2 a7.1

'ITALIAN MARBLE I' flooring; see sheet a8.1 for details

40mm dia brass handrail

6mm brushed brass plate 'HILTI HLC M12' 'HILTI HLC M12' a7.1 a7.1 12mm marine ply anchored500mm apart anchors 500mmanchors apart to M.S. frame in staggered manner in staggered manner 50mmM.S. x 50mm tube frame 10mm deckM.S plate 10mm anchored to R.C.C slab M.S. deck plate

25mm M.S. stringer

dia M.S. rod with 20mm 8mm 'ITALIAN MARBLE I' electroplating 20mm brass 'ITALIAN MARBLE flooring welded to M.S.&plate II' treads risers

t.o. slab

10mm M.S. deck plate

25mm M.S. stringer plate CL 10mm M.S. deck plate

in staggered manner

detail 1:20 20mm 1:10 'ITALIAN MARBLE II' treads & risers

+00 mm +690 mm site

100

25

anchors apart 10mm M.S. deck 500mm plate

19mm marine ply fixed to detail M.S. plate with

t.o. slab

100

east

mirror wall panelling; see sheet a5.2 for details

east

1:50

mirror wall panelling; see sheet a5.2 for details (typ.)

25mm M.S. stringer plate 20mm 'ITALIAN MARBLE I' skirting

25 25mm M.S. stringer 'HILTI HLC plate M12'

25mm M.S. stringer plateplate

19mm marine ply fixed to M.S. plate with paint over plaster (typ.)

HVAC grille; see HVAC drawings for detail countersunk screws 20mm 'ITALIAN MARBLE I' 19mm marine fixed 40mm dia ply brass paint over plaster (typ.)

HVAC grille;to see HVAC flooring 20mm 'ITALIAN MARBLE drawings for detail handrail welded to with +690 mm II' M.S. treads plate & risers 8mm dia brass rod

mirror wall panelling; see sheet a5.2 for details (typ.)

S1

00 2

'ITALIAN MARBLE I' skirting (typ.)

5

2510

100

4

brass panelling (typ.)

250 (typ.)

250 (typ.)

420

100

north

m) m) a7.1 a7.1

brass panelling (typ.)

S1 00 2

north 001 private

paint over plaster (typ.)

10paint 3 over plaster (typ.)

200

10 3

eq

MARBLE I' skirting

100

1:20 detail countersunk screws

t.o. slab +3550 mm t.o. slab

a7.1 a7.1

470

CCTV camera

1940

420

a1.1 a7.1

5870

S1

179 (typ.)

179 (typ.)

2410

2710

CCTV camera

stone wall panelling; see sheet a5.2 for details

2

) )

2510

179 (typ.)

10 3

1:20

100 (typ.)

100 (typ.)

650

150 300

2410

2710

stone wall panelling; see sheet a5.2 for details

25

2. Contractor to provide mock-u handrail and balusters for review MARBLE I' skirting by architect prior to fabrication/i 19mm marine ply fixed to M.S. plate with25mm M.S. stringer plate 3. Refer structural drawings for s countersunk screws 20mm 10mm M.S. deck plate 'ITALIANsteel details.

'HILTI HLC M12' anchors 500mm10mm apart inM.S. staggered deck plate manner

'KNAUFF STRATOPANEL' acoustic ceiling detail

+3550 mm t.o. slab

00 4

a7.1 a7.1

1:50

)

eq

25mm M.S. stringer plate

-2710 mm +3550 mm t.o. slab

1295

8

6 00 3

a7.1 a7.1

5870

6

20 2

7

section

25

25

eq

existing R.C.C. slab 270 (typ.)

a7.1 a7.1

a1.1 a7.1

300

270 (typ.)

101

3

+00 mm +6240 mm site t.o. slab

a7.1 a7.1

23902830

25403250

300

10 2 a7.1 a7.1

+6240 t.o. slab

6

00 2

20 2

7

+690 mm mm t.o. slab

eq

20mm 'ITALIAN MARBLE II' 100 treads fixed to marine ply 20mm 'ITALIAN with adhesive

70

420

20 2

a7.1 a7.1

8

30 3

270 (typ.)

7

a7.1 a7.1

m) m)

30 2

270

2790

2250

150 2390

2540

a7.1

as per detail 20mm 'ITALIAN MARBLE 20mm 300 wall 25 cladding; eq'ITALIAN 25 see sheet II' treads & risers a5.1 MARBLE for details II' treads 40mm dia. brass 1500 20mm 'ITALIAN MARBLE I' handrail flooring 300 20mm 25 'ITALIAN eq 25 MARBLE II' treads 1500

3. Refer s steel deta

M.S. plate with 1. All stair treads and risers to b countersunk screws MARBLE II'.

100

a7.1 a7.1

MARBLE II' treads 40mm dia. brass brass plate cladding countersunk screws handrail1500

+6240 mm t.o. slab 30 1

6

a5.1 for details 40mm dia brass 20mm 'ITALIAN 19mm marine ply fixed to handrail M.S. plate with

2. Contra handrail a by archite

treads fixed to marine ply

19mm marine ply fixed to with adhesive M.S. plate with countersunk screws 19mm marine ply fixed to notes

10mm M.S. deck plate

724

S1

a1.1 a7.1

1

a7.1 a7.1

12

a7.1 a7.1

12

13

20mm 'ITALIAN MARBLE II' treads fixed to marine ply 20mm 'ITALIAN MARBLE II' with adhesive

'HILTI HLC M12' a7.1 a7.1 anchors 500mm apart in staggered manner

wall cladding; see sheet brass plate cladding a5.1 for details as per detail screen; see dia. sheetbrass a14.2 40mm wall cladding; see sheet a7.1 a7.1 for details handrail

1:20

1. All stai MARBLE

12

40mm diacladding brass brass plate handrail as per detail

+9180 mm t.o. slab

notes

screen; see sheet a14.2

430 2360

430

30 3

25

40mm dia brass

detail

+3550 mm t.o. slab

430

10 3

eq

forM.S. details 25mm stringer handrail plate

270

2

0mm) 9mm)

P

30 3

30 2

2710

30UP 1

t2 t1

3

30 2 179 (typ.)

30 1 2410 540

2790

2250

300

101

5870

25mm 'KOTA BROWN' stone flooring over mortar bed (typ.) over 100mm P.C.C. sloped to drain (typ.) over waterproofing and insulation as per specifications

4

a7.1 a7.1

a7.1 a7.1

25mm M.S. stringer plate

10mm M.S. deck plate

25

screen; see sheet a14.2 for details

13

+9180 mm t.o. slab

+9180 mm t.o. slab

a7.1 a7.1

a7.1 a7.1

5

m) m)

13

6

20 2

7

eq

724

3

2360

2540

540

10 2

2390

150

4

+6240 mm t.o. slab

3

25

900 (typ.)

4

300

20mm 'ITALIAN MARBLE I' skirting

50

25mm 'KOTA BROWN' stone flooring mortar bed (typ.) overover mortar bed (typ.) over 100mm P.C.C. sloped to drain (typ.) over 100mm P.C.C. sloped to drain (typ.) over as per waterproofing and insulation specifications waterproofing and insulation as per specifications 270 (typ.)

5

a7.1

1295

20mm 'ITALIAN MARBLE II' treads 1500

25mm 'KOTA BROWN' stone flooring over

1

P

30 3

900 (typ.)

30 2

70mm) 79mm)

100

wall cladding; see sheet a5.1 for details 40mm dia. brass handrail

2360

2790

2250

30 1

430

540

UP t2 t1

a7.1 a7.1

a7.1 a7.1

+9180 mm t.o. slab

900 (typ.)

Schematic Design, Design Development and Construction Drawings Vir.Mueller Architects Professional|‘16 -’17 Revit

45

25mm 'KOTA BROWN' stone flooring over mortar bed (typ.) over 100mm P.C.C. sloped to drain (typ.) over waterproofing and insulation as per specifications

4

70

5

7 april 2017

0 w

100% construction do

11

ceramic tiles over waterproofing on bottom and all sides of the water tank; as per specifications (typ.)

x501

50 1

2570

101

320

1200

8

1500

+14470 mm t.o. slab

2400 (8 treads @ 300mm) 50 1

+11900 mm

5

8 1870

2400 (8 treads @ 300mm) (9 risers @ 167mm)

3000

UP

40 1 t37 t38 t39 t40 t41 t42 t43 t26 t27

30 1

tos:+5900 f f e : +5945

2170

1000

30 1

50 2

1330

850 (typ.)

R

10

30 1

18mm 'COFFEE BROWN' granite wall cladding

S10

300

10

S.S. spacer 20 (typ.)

S.S. screw

5

18mm 'COFFEE BROWN' granite over mortar bed

CL a1.5 a7.1

detail

+5900 mm t.o. slab

150 x 75 S.S. angle 6mm thick fastened to tread top with fasteners

1200

(9 risers @ 167mm) -100 mm t.o. slab

1:50

a7.1 a7.1

detail 1:10

1:2

anchor fasteners with brass caps

10

a7.1 a7.1

a7.1 a7.1 linear LED light

11

11

detail 1:5

12

detail 1:5

a7.1 a7.1

a7.1 a7.1

1200 (typ.)

6

70

200

brass spacer

600 1000

7

section

20 1

detail

+2900 mm a7.1 a7.1 t.o. slab

1:50

5 g

100% construction d

40mm x 250mm teak wood handrail 200

a2.1 a7.1

81 n

12

a7.1 a7.1

20

paint over plaster on underside of stair (typ.)

20 1

ut

vir.muelle

60

100

4400 mm t.o. landing

s

max e apartment b 8

a7.1 a7.1

x216

3000

1600

20

20mm x 20mm S.S. section baluster welded to S.S. plate

2400 (8 treads @ 300mm)

staircase 1 terrace floor

-100 mm t.o. slab

4 a1.4 a7.1

brass cap linear LED light

2170 10 1

(9 risers @ 167mm)

staircase 1 third floor

+2900 mm t55 t56 t57 t58 t59 t60 t61 t62 t63 t.o. slab

501 +5900 mm t.o. slab

40 10

brass spacer

50 1

1200

40mm x 250mm teak wood handrail

25 (typ.)

R

tos:10400 f f e : 10 4 4 5

1000

D

S10 2400 (8 treads @ 300mm) 10 1

40 (typ.)

10

20mm x 20mm S.S. section baluster

t72 t71 t70 t69 t68 t67 t66 t65 t64 18mm 'COFFEE BROWN' tos:+11900 DN granite wall f f e: +11 945 cladding (typ.)

a7.1 a7.1

1400 mm t.o. landing

101 401

S1

p s

5mm x 5mm saw cut grooves spaced 5mm (typ.)

40

brass spacer

8

1 g

a7.1 a7.1

50

t54 t53 t52 t51 t50 t49 t48 t47 t46 DN

9

detail 1:10

a7.1 a7.1

40mm x 250mm teak wood handrail

900

3000

1200 (typ.)

320

40 1

1 th w

a7.1 a7.1

1500

(9 risers @ 167mm)

201 mm 7400 t.o. landing

600 1000

7

a7.1 a7.1

+8900 mm t.o. slab

12

8

a7.1 a7.1

x501

+2900 mm t.o. slab

1:50

section

2400 (8 treads @ 300mm)

320

tos:7400 f f e : 74 4 5

20 1 UP

2170

1:50

11

1870

section 1:50

40 1

a2.1 a7.1

1000

1200 (typ.)

3000

1000

3000

4400 mm t.o. landing

230

paint over plaster on underside of stair (typ.)

t55 t56 t57 t58 t59 t60 t61 t44 t45

41 6

3 a7.1

5 1750

6

1:10

+8900 mm t.o. slab

200

(typ.)

8

R

x316

tos:+8900 f f e : +8945

D

200

B

S1

A

+5900 mm t.o. slab

4

1500

detail

2 b (t

60

10

1800

2400 (8 treads @ 300mm) (9 risers @ 167mm)

x416

a1.1 a2.1

3

30 1 S.S. balusters as per detail

section

+5900 mm 1:50 t.o. slab

4 h (t

20

80

a7.1 a7.1

40 1

1:2

18mm 'COFFEE BROWN' granite over mortar bed

CL

paint over plaster as per specifications on risers (typ.)

R

2 a7.1

1870

18mm 'COFFEE BROWN' -100 mm granite treads (typ.) t.o. slab

10

40mm x 250mm teak handrail

detail

18mm 'COFFEE BROWN' granite wall cladding 150 x 75 S.S. angle 6mm thick fastened to tread top with fasteners

300

18mm 'COFFEE BROWN' granite wall cladding (typ.)

5. Refer struc reinforcemen

20mm x 20mm S.S. section baluster welded to S.S. plate

150 x 75 S.S. angle 6mm thick fastened to tread top with 101fasteners (typ.)

+11900 mm t.o. slab

-100 mm t.o. slab

10

2

10 1

50 1

10400 mm t.o. landing

8 x216

230

B

of finish

3

5 1750

of structure w

a7.1 a7.1

a1.3 a7.1

4

(typ.)

1200

8

(9 risers @ 167mm) 30 1

1:50

line of structure below

8

2400 (8 treads @ 300mm)

staircase 1 second floor

CL

brass cap

20mm x 20mm S.S. section baluster welded to S.S. plate (typ.)

1400 mm t.o. landing

40 1

7400 mm t.o. landing

S10

25

4. Contractor handrail for r

brass spacer

20 1

x416

301

40mm x 250mm teak wood CL handrail

40mm x 250mm teak wood handrail screwed to balusters (typ.)

50

3000

3000

31 6

+11900 mm t.o. slab

DN

a7.1 a7.1

a7.1 a7.1

+2900 mm t.o. slab

9

a7.1 a7.1

+8900 mm 18mm 'COFFEE BROWN' t.o. slab granite flooring (typ.)

x316

5mm x 5

3. Contractor grooves balusters for architect.

12

11

linear LED light

80

+8900 mm t.o. slab

1. All stair tre granite stone

All stair ris painted as pe

5. Refer structural drawings for stair +14470 mm reinforcement and shuttering details.

+2900 mm t.o. slab

notes:

a7.1 a7.12.

CL

t.o. slab

101

S.S. balusters as per detail

+5900 mm

4. Contractor to provide mock-up of teak handrail for review/ approval by architect.

CL

paint over plaster on underside of stair (typ.)

20 1

paint over plaster as per specifications (typ.)

40mm x 250mm teak handrail

t36 t35 t34 t33 t32 t31 t30 t29 t28 1000

S1

a1.1 a2.1

line of finish

tos:4400 f f e : 44 4 5

320

1800

1000

1

+14470 mm t.o. slab

1:10

t.o. slab 3. Contractor to provide mock-up of S.S. balusters for review/ approval by architect.

4400 mm t.o. landing

10400 mm t.o. landing

x316

D

18mm 'COFFEE BROWN' granite flooring (typ.)

1500

3000

230

+5900 mm t.o. slab

CL

ceramic tiles over waterproofing on bottom and 50 1 all sides of the water tank; as +11900 mm per specifications (typ.) t.o. slab

a7.1 a7.1

a1.2 a7.1

x416

A

9

1600

1750

CL

8

detail

2. All stair risers +15840 mm 301to be plastered and painted as per specifications. t.o. slab

t.o. slab

50t.o.

1 slab

2570

4

a7.1 a7.1

a7.1 a7.1

1. All stair treads to be 'COFFEE BROWN' granite stone.

18mm 'COFFEE BROWN' granite wall cladding (typ.)

x216

paint over plaster as per specifications (typ.)

2

x501

1:50

B

1200

(9 risers @ 167mm)

30 1

10

notes:

50

2570

2170

staircase 1 first floor

8

overhead water tank; see +14470 mm structure drawings for details

ceramic tiles over waterproofing on bottom and all sides of the water tank; as per specifications (typ.)

S10

201

x501

paint ove specifica

70

1000

450 21 6

lineoverhead of structure water tank; see below structure drawings for details

DN

+15840 mm t.o. slab

+15840 mm t.o. slab

D

7400 mm t.o. landing

100

t18 t17 t16 t15 t14 t13 t12 t11 t10

tos:+2900 f f e : +2945

D

850 (typ.)

20 1

1200

320

450

S1

A

8

+15840 mm line of finish t.o. slab

18mm 'C granite tr

+8900 mm t.o. slab

900

450

UP t19 t20 t21 t22 t23 t24 t25 t8 t9

a1.1 a2.1

D

tos:1400 f f e : 14 5 5

B

x316

3000

1800

1000

x216

150 x 75 thick fast with faste

40 1

300

8B

8

1200 (typ.)

(9 risers @ 167mm)

1200 (typ.)

2400 (8 treads @ 300mm)

450

1870

5

5

1200

230

S.S. balusters as per detail +8900 mm t.o. slab

1800

1750

20mm x baluster (typ.)

80

40mm x 250mm teak handrail

40 1

3000

5

40mm x handrail (typ.)

(typ.)

a1.1 a7.1

44

1 a7.1

10400 mm t.o. landing

1330

staircase 1 ground floor

1:50

8

An apartment building within a larger township consisting of townhouses and villas. The objective was to detail the building following the same language so as to create a cohesive atmosphere. Required detailed construction drawings in coordination with consultants.

x416

(9 risers @ 167mm)

850 (typ.)

2400 (8 treads @ 300mm)

3000

2170

B

18mm 'COFFEE BROWN' granite flooring (typ.)

S10

102

4

+11900 mm t.o. slab 900

Design Development and Construction Drawings Vir Mueller Architects 1 Professional|‘16 -’17 Revit 11 6

5. Refer structural dr reinforcement and sh

50 1

1000

f f e: -55

D

a7.1 a7.1

+11900 mm t.o. slab

tos:-100

a1.1 a2.1

9

paint over plaster as per specifications (typ.)

2320

1800

t6 t7

10 1

S1

A

1000

Max Estates Apartment Building, Dehradun UP t1 t2 t3 t4 t5

4. Contractor to prov handrail for review/ a

CL

900

B

architect.

CL

+14470 mm t.o. slab

+14470 mm t.o. slab

1500

(9 risers @ 167mm)

100

5770 2400 (8 treads @ 300mm)

1870

100

230

900

1750

9

north

+2900 mm a7.1 a7.1 t.o. slab

1:10

brass cap linear LED light

2400 (8 treads @ 300mm)

1500

(9 risers @ 167mm)

50 2

staircase 1 terrace floor

4 a7.1

1:50

1330

S10

2170

2400 (8 treads @ 300mm)

074

10 1 -100 mm t.o. slab

anchor fasteners with brass caps

18mm 'COFFEE BROWN' granite over mortar bed

222 rajpur road dehradun CL uttarakhand, 248009 india

t.o. slab

linear LED light

1:2

150 x 75 S.S. angle 6mm thick fastened to tread top with fasteners

max estates apartment building -100 mm

S.S. screw

50

1000

501

1600

4

10 1

t72 t71 t70 t69 t68 t67 t66 t65 t64 DN

det

18mm 'COFFEE BROWN' granite wall cladding

As indicated

S.S. spacer

50

D

20

20mm x 20mm S.S. section baluster welded to S.S. plate

staircase 1

vir.mueller architects

1200

(9 risers @ 167mm)

5

11

detail 1:5

a1.5 a7.1

812 asian games village new delhi 110049, india 011-26499992/3/4/5 www.virmueller.com 60

70

1000

50 1

tos:+11900 f f e : + 1 19 4 5

R

brass spacer

t55 t56 t57 t58 t59 t60 t61 t62 t63

320

1800

S1

a7.1

40 10

20mm x 20mm S.S. section baluster

12

detail 1:5

a7.1 a7.1

100

3000

tos:10400 f f e : 10 4 4 5

40mm x 250mm teak wood handrail

R

10 1400 mm t.o. landing

R

101

10

R

x501

40 (typ.)

40 10

B

100

1870

900

8

230

100

5 1750

50

4

1200 (typ.)

8

a7.1 a7.1

vm

100% construction documents 20

20 january 2017

200

200

600 1000

6

section

STAIRCASE SECTION AND DETAILS

1:50

7

section 1:50

a2.1 a7.1

9

detail 1:10

a7.1 a7.1

a7.1 a7.1

notes:

notes:

1. See interior elevations for heights of switch plates.

1. See inter

2. All power points to be at 250 mm above TOS unless specified otherwise.

900

900

eq

eq

600

600

600

a4.1 a12.1

1:50

a4.1 a4.1

300

eq

600

600

600

eq

eq

eq

600

ma apartment

11 3

11 2

eq eq

10 2

a4.1 a4.1

eq

eq

750

750

eq

eq

eq

eq

eq

750

750

eq

750

1000

750

floor points for tv

eq

eq

eq

750

600

eq

eq

eq

1000

100

100

2

eq

eq

1000

eq

100

1000

eq

900

750

750

600

eq

600

600 900

750

1200

linear LED light

eq

vir.mu

eq

eq

eq

S3

a7.1 a7.1

10 8

10 9

detail eq

1:5

eq

S4

900

S6

900

eq

eq

a4.1 a12.1

12 a7.1 a7.1

11 1

S7

S5

3

11 0

1000

1200

high wall mounted A.C. unit

10 6

10 5

750

750 300 300

750

eq eq

600

eq

11

G

hvac grill

REFLECTED CEILING PLAN

eq

eq eq

11 4 eq

eq

eq

S10

eq

750

a4.1 a12.2

1

eq

eq

eq

10 7

access panel (450mm x 450mm)

reflected ceiling plan ground and third floor

eq

S8

eq

anchor fasteners with brass caps

750

ceiling t

eq

wifi point

detail 1:5

2

eq

eq

1200

11 6

100

ceiling fan (1200 Ø)

1000

750

5 a1.5 a7.1

11 1

eq

600

11 5

eq

100

600

LED strip lighting 10 4

a4.1 a12.2

S9

600

10 3

eq

4. Refer kitc RCP.

2100

100

1400

eq 1200

1900

fixture ty

5

eq eq

50

520 1750 9000

1000

1200

2500

12

1200

strip lighting concealed behind handrail

6 ampere socket

T.V. point

S7

S5

3

11 0

eq

600

eq

S4

track light

11

R

600

eq

S3

eq

10

2000

10 1

S1

eq

data point

4250

eq 750

10 9 S6

G 1:50

S.S. screw

2000

eq

telephone point

(9 risers @ 167mm) 10 8

eq

1300

9

eq

S.S. spacer

750

16 ampere socket

eq

10 6

10 5

eq

lighting under cabinetry

switch plate

floor points for tv

1200

eq

2400 (8 treads @ 300mm)

eq 750 300 300

600

eq 750

eq

750

750

1200

staircase 1 terrace floor

450

eq 750

750

F

1000 eq

eq

750

eq

S10

750

eq

750

eq

50

eq eq

eq

eq

750 eq

600

750

E

1200

cupboard light mirror light

50

eq 100

eq

wall mounted luminaire 1000 ceiling suspended luminaire

D

eq

eq

1200

2030

eq

C

eq eq

S2

10

8

600

3000 300

eq

600

750 ceiling recessed luminaire with adjustable downlight

eq

750

20

brass spacer

eq

ceiling recessed luminaire

11 2

eq eq

10 2

750

eq

2170 eq

1000

100

2

eq

eq eq

600

1000

eq

900

a4.1 a4.1

10 7

4250

B

600

11 3

eq

900 100

5eq 01

eq

600

600

600

1200

600

750

S10

750

eq

eq

750

eq

eq eq

11 4 eq

2 a4.1 a13.1

eq

ceiling mounted luminaire (small)

eq

eq

100

1750

2 a4.1 a12.2

100% constructio

electric geyser (vertical) reflected ceiling plan ground and third floor

1

1:50

a4.1 a4.1

electric geyser (horizontal)

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal north

P.O.P false ceiling

280

reflected ceiling plan

linear LED light

As indicated 074

150

150

15

430

linear LED light

430

a4.1

280

P.O.P false ceiling

15

9000

50 2

11 6

eq

20mm x 20mm S.S. section baluster

ceiling mounted luminaire (large)

ceiling mounted luminaire (exterior grade)

S8

eq

100

10 4

600

600

eq 300

10 3

eq

eq

eq

1200

eq

t72 t71 t70 t69 t68 t67 t66 t65 t64 DN

1000

600

100

1200

eq

1200

11 5

eq

R

name

eq

600

320

eq 750

eq

520 450

tos:+11900 f f e : + 1 19 4 5

eq

eq

600

10 1

S1

50 1

eq

S1

fixture types

eq

a4.1 a12.2

S9

10

40

7

600

1200

tos:104005 f f e : 10 4 4 5

strip lighting concealed behind handrail

eq

eq

t55 t56 t57 t58 t59 t60 t61 t62 t63

750

eq

eq

lighting under cabinetry

E

F

eq

1400

1000

600 eq

750

750 1200

1000

C D

eq

eq

eq eq

3000

1800

2030

B

eq

S2

600

1200

x501

2 a4.1 a13.1

eq

2550mm

2700

R

RCC lintel

40 (typ.)

1980

40mm x 250mm teak wood handrail

2400mm

P.O.P false ceiling

520

25500

10

A

4000

6

600

P.O.P false ceiling

A

4500

eq eq

40

height of false ceiling (from t.o.s)

name

eq

ceiling types

2100

5

300

1900

100

2500

3 4

100

2000

3. Refer ele details.

2

750

2000

2. All power specified ot

1

eq

(9 risers @ 167mm)

1300

12

eq

2700

11

750

1980

10

600

520

9

1500

25500

4000

eq

D

2400 (8 treads @ 300mm)

8

R 10

B

7

600

4500

6

750

1870

5

eq

230

3 4

750

1750

2

4. Refer kitchen and toilet detail drawings for detailed RCP.

eq

1

8

eq

5

750

4

3. Refer electrical drawings for all power and lighting details.

re

Apartments on Stanhope Street, New York Concept Design Andrew L Pettit Architect Professional|‘14 -’15 Rhino, Autocad

The client wanted to renovate 2 old buildings on his property.

We suggested maximizing the space and making a single building with 4 duplex apartments, designed in such a way that each apartment gets front as well as rear views. This created a prototype for small lots that can be multiplied both vertically & horizontally.

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Automated Micronations Graduate Thesis Academic|Spring ‘15 Grasshopper, Rhino, Maya, Mental Ray

We are in need of an architecture that is pre-programmed to change. One that can evolve with the changing times, as it is not possible to predict the circumstances of the future.

Automated, self organizing, floating micronations have been created to inhabit refugees and aid existing nations. These floating membranes are movable batteries for the world.

The territories can exist in isolation temporarily and self organize and assemble into bigger landforms based on need.

WIND FARMS

SALT EVAPORATION PONDS

BIO-GAS PRODUCTION

FARMS: CENTER PIVOT IRRIGATION

FARMS: WHEEL LINE IRRIGATION

DESALINATION AND GARBAGE COLLECTION

RICE PADDIES AND SHALLOW FISH FARMS

SOLAR ENERGY FARMS

AIR STRIP

LARGE SCALE FISH FARM

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Computer Aided Construction Using computer-aided techniques to design and assemble building components. Breaking down a complex design into components and figuring out how to construct them using the CNC and laser cutting machines.

Materials used: Plywood, Veneer, Acrylic, Rubber

Brian Ringley’s Studio Academic|Spring ‘15 Grasshopper, Rhino, RhinoCAM GRID 1

GRID 3

THRESHOLD SWAP

GRID 2

VASUDHA MITTAL MS ARCH

VASUDHA MITTAL MS ARCH

Initial Cnc Studies : Wood on Acrylic

VASUDHA MITTAL MS ARCH

VASUDHA MITTAL MS ARCH

VASUDHA MITTAL MS ARCH

STUDY MODEL (FORM TESTING) PHOTOS

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal STUDY MODEL 1 - PAPER

STUDY MODEL 2 - CARDBOARD

The Neighborhood Braineries Meta Brunzema’s Studio Academic | Fall ‘14 Rhino

494 DEAN STREET

The Brainery is an informal learning space that provides the resources to learn something new at a low cost and a few classes by tapping into the existing pool of knowledge within the neighborhood. These are ‘loose modules’ that occupy underutilized publicly owned buildings such as fire-stations, creating a visible palimpsest of knowledge.

Brainery in every neighborhood

System of planes, vertical members, ramps and facades

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Structural Explorations History of Structural Design | Cristobal Correa Academic | Fall ‘14

Exploring the flow of forces in different materials and structures by investigating traditional methods of model making.

Assignment 6 – Construction of St

BRIDGE STRUCTURE: STEEL

Assignment 2 – Construction of Hanging Chain Model The process of making the hanging chain model was more exploratory than premeditated for me.

I started with five pins for base support that I then connected in a sequence with paper clip chains. Then I went on adding more and more chains and observed the changing curvatures 2

3

I tried not to fight the form. Whenever I felt1 that the chain was pulling two ends together, I would make it longer and let gravity take charge. The size of the paper clips were a bit restrictive.

To explore further, I removed the chains from one of the supports. It gave an interesting form that I visualized as a roof, and then began to clean it up.

5

6

4

CONFLUENCE BRIDGE

Assignment 2 –

The bridge was a confluence of two ide idea was of the modifying section, inspired by Christian Menn’s emphasis o section of the bridge. The second idea w the two arches work together, based on steel works in both compression and tens 2

I would keep testing the elements fabrication process and modifying them their behavior. I had to add cross bracing to prevent the bridge from tilting to one si

The bridge eventually failed due to late buckling. I should have added cross 5 between the two elevations to prevent tor

Vasudha Mittal

V 7

CATENARY CHAIN STRUCTURE: MASONRY

ding external loads to see a change in the form but there wasn’t any significant change. The lower chains seemed to be g as better loads.

I tried adding external loads to see a change in the form but there wasn’t any sig behaving as better loads.

re model stands on 4 supports.

The entire model stands on 4 supports.

Pratt Institute - ARCHVasudha 853.01

Mittal

Vasu

01 TENSION STRUCTURES Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Systemic Hybrids Elementary School in Battery Park, Lower Manhattan William Macdonald’s Studio Academic| Summer ‘14 Grasshopper, Rhino, Maya, Mental Ray

There is a split between the City and Battery park. The proposed berm meant to protect Manhattan from future hurricanes, further enhances this split. At the same time, the existing shoreline detaches the public from the water. This project acts as a bridge between the park and the urban fabric, while allowing a direct link to the water, forming a dam for the berm.

Shift of power

The ‘Dryline’ extended into a Public boardwalk

BATTERY BERM: BIG URBAN FARM BATTERY PARK PLAYSPACE: FRANK GEHRY

BOARDWALK

STATEN ISLAND FERRY TERMINAL HUDSON RIVER

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

High End Residence, Delhi Construction Drawings and Interior Design Stages Morphogenesis Professional|‘13 -’14 Autocad

8

9

A suburban home for a family of 4. Designing and preparing construction drawings for toilet interiors, facades, lighting layouts, among others, in constant communication with the clients. Additionally, coordinating with consultants and vendors and performing site visits with the team.

10

LEGEND-SANITARY FIXTURES

11

Toilet Paper Dispenser as per approved sample

TPD

FD/ FT Floor Trap/ Drain as/ Plumbing C

D

4. This drawing unless stamped and signed good for construction by all agencies concerned shall not be used for any site works, procurement of materials or for any construction activity on site.

CSK

Flushing Cistern w/ Skate Plate as per approved sample

5. Any and all information in this drawing is subject to due verification and acceptance by the project management agency/client. Discrepancies if any shall be brought to the notice immediately.

EQ

S-004-A

EQ

Loose furniture as per detail Mirror as per detail

MI hp

A

150

Shower S-03

+9080mm FFL +9030mm FFL

eq FT

800

A

RS

Bench as per detail 2050

A

800

SCALE 1:30

TOILET DESIGN AND DETAIL

FT

1800

Wall Tiles/Stone - As per approved sample

CLAMP AS/SPEC

C

Mirror as per detail

D

Glass partition as per vendor dwg

E

Counter - as per approved sample

GAP TO BE DECIDED AFTER SAMPLING ON SITE 20MM THK GRANITE AS/ APPROVED SAMPLE SEALANT AS/SPEC.

GI FLASHING

F

Flooring - As per approved sample

G

Finish Behind cabinetry - As per approval

H

False Ceiling - As per detail

I

Pebble Bed - As per approval

J

Wall Finish - As per approved sample

LEGEND-ELECTRICAL POINTS

℄of Bath Tub

5MM GROOVE 8MM THK CHECKERED PLATE FIXED TO MS FRAMEWORK

ME

MEDIUM LEVEL ( HEIGHT +1050 FROM FFL)

MI

PROVISION FOR MIRROR ILLUMINATION (HEIGHT +1200MM) 16AMP FOR GEYSER AT 150MM ABOVE FCL / AT 2100MM FROM FFL

G

EXHAUST

20MM THK STONE AS/APPROVED SAMPLE PASTED WITH CHEMICAL TO CHECKERED PLATE

C

S

SHAVER SOCKET 6AMP FOR CABINETRY LIGHTING AT 2100/1050MM FROM FFL 6AMP FOR HEATING PAD (HEIGHT +1050mm, behind mirror)

cb

eq

hp

D

REGULATOR

STONE CLADDING DETAIL

N 85, Panchsheel Park, New Delhi, 110017 Telephone : 011 41828070 Fax: 011 26490351 Email: studio@morphogenesis.org Web: www. morphogenesis.org

CONSULTING STRUCTURAL ENGINEER LKT ENGINEERING CONSULTNATS LTD. 10 / 49, Subhash Nagar, New Delhi-110027 Phone :+011-45565818 Tel/Fax:+011-25126129 i n f o @ l k t e n g i n e e r i n g . c o m http//:-www.lktengineering.com

FD-01

M.J CONSULTANTS Address: 606, Madhuban Building, 55, Nehru place, New Delhi-19

CONSULTING LANDSCAPE

SEALANT AS/ SPEC CLIENT

GI FLASHING

75MM X 75MM ANGLE FIXED TO RCC WITH FASTNER AMAN SAWHNEY

ANURADHA SAWHNEY

STONE JAMB AS/ : 0279 PROJECT NO. APPROVED SAMPLE

GAPPROJECT: TO BE DECIDED AFTER SAMPLING ON SITE

SAWHNEY RESIDENCE SATBARI, NEW DELHI TITLE

Part Plan - Daughter's Toilet SCALE

1:30

DATE

May-2014

REVISION

R1

DWG NO.

A-PP-S03-01

ISSUED BY

MORPHOGENESIS

WINDOW AS/SHOP DRAWINGS STONE JAMB AS/ APPROVED SAMPLE 5MM GROOVE GAP GI FLASHING

200 10

SLOPE

BATHROOM STONE FLOORING AS/ SPEC

20MM THK PLASTER AS/SPEC 20MM THK STONE AS/ APPROVED SAMPLE SEALANT AS/SPEC. 100MM X 100MM MS PLATE 20MM THK GRANITE AS/ APPROVED SAMPLE GAP TO BE DECIDED AFTER SAMPLING ON SITE CLAMP AS/SPEC BOX SECTION TO SUPPORT CLAMP, SCREWED TO MS FRAMEWORK GI FLASHING 50MM X 50MM BOX SECTION TO HOLD FRAMEWORK WELDED TO MS PLATE FROM CEILING

RCC AS/STRUCTURE SEALANT AS/ SPEC GI FLASHING 75MM X 75MM ANGLE FIXED TO RCC WITH FASTNER

GROOVE TO BE DECIDED AFTER SAMPLING ON SITE 5MM GROOVE 8MM THK CHECKERED PLATE FIXED TO MS FRAMEWORK LATICRETE 310 EPOXY ADHESIVE

STONE JAMB AS/ APPROVED SAMPLE GAP TO BE DECIDED AFTER SAMPLING ON SITE

20MM THK STONE AS/APPROVED SAMPLE PASTED WITH CHEMICAL TO CHECKERED PLATE 50MM X 50MM BOX SECTION FRAMEWORK WELDED TO MS ANGLE

BAR FACADE DESIGN

DATE

SWITCH BOARD BOTTOM AT +1200mm FROM FFL

16 AMP SOCKET W/ SWITCH GROOVE TO BE DECIDED AFTER SAMPLING ON SITE

NO.

ARCHITECT morphogenesis .

6 AMP SOCKET W/ SWITCH Align Bath Tub to column edge

LATICRETE 310 EPOXY ADHESIVE

eq

REVISIONS

CONSULTING MEP

SB/1050

50MM X 50MM BOX SECTION FRAMEWORK WELDED TO MS ANGLE

℄of Bath Tub

PART PLAN

295

FT

A

115 115

FD

BT

Bath Tub as per approved sample

Floor Tiles/Stone - As per approved sample

drain as per technicals 250

A

F

℄of OHS & RS

OHS

BT

B

BOX SECTION TO SUPPORT CLAMP, SCREWED TO MS FRAMEWORK

Specific Notes:

FCO

A

50MM X 50MM BOX SECTION TO HOLD FRAMEWORK WELDED TO MS PLATE FROM CEILING

B

11. Morphogenesis shall not be liable for the accuracy of execution on site of the information contained in this drawing.

Over head shower as per approved sample 1. Dwg to be read in conjunction with plumbing dwg 2. For fixtures, refer sanitary schedule 3. For finishes, refer room finish schedule Rain Shower as per approved sample 4. Finish margin assumed to be 50mm 5. All fixtures to be measured from toilet FFL Bath Spout as per approved sample 6. Match bottom of false ceiling with window lintel 7. Tile upto 100mm above false ceiling Floor Clean Out as per approved sample

RCC AS/STRUCTURE

1700

8. This drawing is to be read in conjunction with all other services/structure/other consultants drawings as may be applicable 9. All dimensions are to be verified on site by the contractor and any discrepancy shall be brought to the notice of the project management agency.

10. This drawing shall in no way substitute the need for the client or any other agency to comply with any and all statutory requirements, inspections, activities and or compliance.

LEGEND-MATERIAL SPECIFICATION

100MM X 100MM MS PLATE

A

I

B

E

℄of TPD

350 eq

℄of WC

eq 100 200

eq

B

WB

C

A

FT WC

FT A

HF

G

300

Bath & shower mixer as per approved sample

6. Any and all materials specified in this drawing are subject to variations in color, grain, texture, tone, warping etc. which are inherent to natural materials as well as to manmade materials due to the manufacturing processes involved.

7. All levels indicated on this drawing are finished levels unless expressly specified.

TERRACE FINISH AS/ SPEC.

115 TPD

B/SM

BS

100MM HIGH SKIRTING AS/ APPROVED SAMPLE

600

Water closet as per approved sample Hand shower set as per approved sample

eq

℄of Counter

115

WC HS

RS

10MM GROOVE

700

KID'S TOILET S-03 +9080 MM FFL +8900 MM TOS

E

1100

℄of HF

ME

eq

Counter as per detail

ALIGN

SLOPE

100

20MM THK STONE AS/ APPROVED SAMPLE 20MM THK PLASTER AS/SPEC

230

150

600

S-003-A

ALIGN

20mm lvl drop

150

SB/1050

C

10

Washbasin as per approved sample 400

OHS

WATERPROOFING AS/ SPECS WRAPPED UP AND TUCKED INTO PARAPET WALL

& FT

600

SEALANT AS/SPEC. 20MM THK PLASTER AS/ SPECIFICATION

G

Cabinetry Detail as per specifications

Mirror as per detail

GI FLASHING

G

S

WB

STONE COPING AS/APPROVED SAMPLE

100 100

D

115

3. All dimensions are only to be read and not measured or scaled

Health Faucet as per approved sample

950

2675

2. This drawing is to be read in conjunction with the relevant specifications and conditions of contract

HF

200

115

GENERAL NOTES : 1. This Drawing and Design are the intellectual property of Morphogenesis. This may not be reproduced, copied, circulated or be used for any other purposes apart from its intended purpose without written permission from Morphogenesis.

FD-02

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Revitalization of a Small Town Undergraduate Thesis| Semester X Academic| Spring ‘13 Autocad, Sketchup

The thesis looked into understanding the reasons behind distress migration from the small town of Miranpur in Uttar Pradesh, India.

After studying the historical, socio-economic background and pattern of development of this town, the narrative was taken forward by suggesting interventions that enhance the standard of living of the people, and instigate reverse migration.

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal

Home For All Urban Design and Housing Team Project| Semester VIII Academic| Spring ‘12 Autocad, Sketchup, Revit

Gurgaon lies on the periphery of the Metropolitan city of Delhi, making it the ‘spillover’ area for Delhi‘s overpopulation. It’s the hub of ad-hoc development with lack of infrastructure to support it. The aim of the studio was to provide a solution for this rapid unplanned urbanization of Gurgaon, in order to prepare it for the future populations, from all socio-economic backgrounds.

LOW COST QUARTERS

Vasudha Mittal | MS Arch, Pratt Institute | mittal.vasudha@gmail.com | +1-347-425-5145 | issuu.com/vasudhamittal