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