DESIGN AND TECHNOLOGY PORTFOLIO
SELECTED WORKS
UDIT SHAH Umshah@asu.edu
Fire St a t i on #8 I ndi v idu a l P roj e ct
Revit, Photoshop, Indesign, Lumion
MArch Semester 2 April, 2020
TE
FIRE TRUCKS
PU
BL
IC
IVA MI -PR SE
PR IVA
TE
Private space is provided for the firemen within the public institution so that they have a space to call home. The design also responds well to the context. This project can be built in an efficient, sustainable and economical way.
APPARATUS BAY FIRE TRUCKS
Copper Screening
CONCEPT
PROJECT BRIEF: A Fire station is a mixed-use structure. It has functions of living work and public space. This makes it an odd mixture of programs. In this project, the challenge was to build the best fire station possible and my motto was “function follows design”. The travel distance is reduced to provide a quick response for the firemen during emergency.
Main Structure
Sub-Structure
Internal walls
Roof & Skylights
Openings
CIRCULATION LIVING
WORK DIAGRAM: CIRCULATION
DIAGRAM: SELF SHADING
DIA
AGRAM: NATURAL VENTILATION
SECTION XX’
X
Cont e m po r i zi ng T he Ver nac I ndi v id u a l P ro j e ct
AutoCad, Rhino, Photoshop, Indesign, VRay
cul ar Thesis - Year V Guide: Shilpa Gore Shah 2016-2017
The assumption is that such an approach would have a lower ecological footprint and thus be sustainable and resilient. Use of such technologies towards accommodating new functions is explored by this thesis. The site for this project was selected in Dahanu at Ashagad village, India.
ABSTRACT
The thesis attempts to understand the relationship between locality, material and skill sets found in the vicinity of the site and to find possibilities of critically integrating indigenous building technologies of that specific region along with contemporary available technologies.
GROUND FLOOR PLAN
Incremental Development
Natural Ventilation
SECTION XX’
Natural Light
SECTIONAL STRATEGY
Natural Ventilation using traditional techniques
Bamboo Shingles Metal Flashing Bamboo Mat Rafter (Bamboo dia 100)
Mud Rolls Gutter (Hollow Bamboo 300 dia) Nut Bolt (30mm dia) Beam (Bamboo dia 150) Bamboo Screens (40mm dia)
Ferrocrete channels Space Frame Connectors Bamboo Column
DETAILS
BAMBOO WORKSHOP
Wall Section
Mangalore Tiles Split Bamboo battens Mud Rolls Bamboo Rafter (dia 100 mm) Bamboo Mesh and Glass Prefabricated bamboo panels
Tiles Wooden Members Ferro Cement with Wire Mesh Bamboo Understructure Glass
DPC PCC Water body
LIBRARY
ADMIN
Wall Section
DETAIL MODELS
The entire project was conceived using only local material namely, mud, thatch, bamboo and stone. The junctions where these different materials met were worked out, keeping in mind the design. At many instances the details and joinery itself became the design. This school would tie up with other artisan schools of the country, this will give importance to the unconventional technologies and give tools and information to people who seek it.
St a t e Mus eum o f Meg halay I n div i d u a l P ro j e ct Hand-Drafted, AutoCad
ya Year II Guide: Apurva Parikh December,2013
The main aim of this museum was, to be built by the people and for them. To portray the advancement of their state which are not similar to any other. This museum would not be a space to look at the antique but it would be a structure to reinstate the use of an unconventional material.
DESIGN DEVELOPMENT
In the north east part of India, and more specifically the state of Meghalaya, Bamboo was the main material in building construction. However recently, due to the modernization in architecture, RCC has replaced Bamboo. There still exists a deep knowledge and strong skill sets for bamboo. Thus for the construction of the state museum such a zero carbon and eco friendly material was intended. This in turn increases local economy and skill set.
Steel portals were used to support the hyperbolic paraboloid roof on top of which a secondary frame of bamboos with bamboo mesh covering it.
P7
P5
P6
P4
P3
P1
P2
RESOLUTION
The second phase of the design included resolving the structure to the level of working drawings. The bamboo design was modified into a composite structure where the roof was in steel and main framed structure was in RCC while the walling, flooring and cladding was in bamboo.
P2
P3
P1
0M
0M
0M
8000 8700
9500 10200
TIE BEAM 500X500 1) ALL DIMENSIONS ARE IN MILLIMETERS 2) DO NOT SCALE THE DRAWINGS 3) FOLLOW WRITTEN DIMENSIONS ONLY 4) THIS DRAWING IS THE PROPERTY OF THE
7000
ARCHITECT AND SHOULD NOT BE COPIED
TREATED BAMBOO 100MM
WITHOUT HIS PERMISSION.THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT. 5) ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWING. 6) ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7) FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS. 8) ANY DISCREPANCIES TO BE BROUGHT
ELEVATION
TO
SCALE 1:50
THE NOTICE FOR THE ARCHITECT BEFORE THE COMMENCEMENT OF THE WORK.
SPECIFIC NOTES : 1) WALLS ARE BAMBOO 80 MM DIA (FEW EXCEPTIONS) . 2) ALL COLUMNS ARE OF R.C.C. & 300X300 MM IN SIZE (FEW EXCEPTIONS) . P1
P1
P2
P3
P4
P5
P6
P7
GR
3)BAMBOO IS TREATED WITH BORIC ACID AND WATER FOR 2 WEEKS AND KEPT UNDER THE SUN FOR ANOTHER WEEK. 4)BAMBOO IS POLISHED WITH CASTOR OIL. 5)STAINLESS STEEL FABRICATED PORTAL FRAME USED FOR ROOF STRUCTURE.
LEGEND BRICK
RCC
9500 10200
BAMBOO
7000
8000 8700
FABRICATED STAINLESS STEEL PORTAL FRAME 700X400
STATE MUSEUM MEGHALAYA,SHILONG
TREATED BAMBOO 100MM
ELEVATIONS 1000
PLASTER PANNEL
KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE NAME:
UDIT SHAH
3RD YEAR
ELEVATION SCALE 1:50
ROLL NO: 369
SEAT NO : SCALE:
DWG NO: 6
DATE:
4/03/2015
SECT
0M
40
00
5000
00
25
D3
W4
W4
D3
W4
W4
BRICK WALL 230 THK
OHT
D3
00
40
W2 00
W2
10
W2
00
00
4500
30 00
D1
10
40
0
00
ELECTRICITY ROOM 4500X4000 W3 C1 F1
00
R.C.C COLUMN 450X450
40
00
00
40
00
32
00
D1
00
10
D1 00
15
00
30
00
00
10
20
00
30
GLASS CURTAIN GLAZING (REFER RAMP DETAIL)
00
30
5000
5000
0
60
SECONDARY OFFICE 4500X3000 W3 C1 F1
0
D1
45
1000
5000
20
25
00 45
DEANS OFFICE 4500X4000 W3 C1 F1
50
D1
00 25 00 35
16
00
00 45
00
45
W2 C1 F2 1200
FEMALE
W2 C1 F2
1000
CONFERENCE ROOM 6000X4500 W3 C1 F1
00 14 00 30
W1
HANDICAP
D3
40
00 25
00
10
W1
00
00 45
00
50
D1
00
10 0
0 10
30
DOUBLE LEAF WINDOW
STORAGE UNIT 3500X4500 W3 C1 F1
0
0 10
00
D3
W4
1800
W2
00
60
0
50
20
W2 C1 F2
650
1500
TREATED BAMBOO LOUVERED WINDOW
MALE
00
25
W2
45
22
11
00
00
0
00
60
BAMBOO WORKSHOP 10000X4000 W3 C1 F1 4
20000
00
0
EXHIBITION AREA W3 C1 0.5 M F1 TO SLAB TOP
30
D2
00
40
00
5000
5000
40
00
SOUVENIR SHOP 4000X4000
40
00
40
00
00 40
R.C.C COLUMN 450X250
D1
00
40
STEEL PORTAL FRAME 750X400 (REFER ROOF DETAIL SHEET)
RAMP 4000 WIDE SLOPE 1:9.5 (REFER RAMP DETAIL SHEET)
7
00
40
,2
W3 C1 CAFE 4000X4000 F1
00
56
00
40
40
00
40 50
00
ROUND FLOOR PLAN
TION YY’
00 10
D1
40 0
00
30
00
D2
ENTRANCE BAMBOO MAT DOOR 3000MM WIDE
40
00
00
80
ENTRY
25
00 00
42
15
00
0M
00
40
00
00
30
BAMBOO BOARD FLOOR FINISH 200MM THK ALUMINUM OXIDE URETHANE FINISH
24
00
INTERNAL PARTITION WALL TREATED BAMBOO DIA 80MM (REFER WALL DETAIL SHEET)
RECEPTION/TICKET/ BAGGAGE 6000X4000 W3 C1 F1
25
EXTERNAL COMPOSITE WALL TREATED BAMBOO DIA 100MM (REFER WALL DETAIL SHEET)
40
0,11
ELEVATION ELEVATION
SECTION SECTION
300
300
0 45 0 45
300 300
PLAN PLAN
0
45
0
45
BAMBOO BAMBOO 160MM 160MM DIADIA MIN 20 20 MMMM MIN BAMBOO MAT BAMBOO MAT
11 WIRE MESH WIRE MESH PLASTER PLASTER
Portal Detail 22
IN IN
OUT OUT
33 WALLING DETAIL WALLING DETAIL A A AXONOMETRIC AXONOMETRIC
WALLING WALLING DETAIL DETAIL BB (INTERNAL (INTERNAL WALL) WALL) R.C.C R.C.C BEAM BEAM WOODEN HANDRAIL WOODEN HANDRAIL 100X70
WOODEN HANDRAIL
SCREW
NUT AND BOLT
NUT AND BOLT
M.S HOLDER NUT AND
NUT AND BOLT M.S HOLDER
SCREW
TREATED BAMBOO M.S HOLDER 100 DIA
SCREW
DETAIL AT A
2600
TREATED BAMBOO 100 DIA
3000 2600
O NFILL INFILL ADIA BOLT D BOLT
SCREW
TREATED BAMBOO
M.S HOLDER SCREW
TREATED BAMBOO 100 DIA
60
60
MM
TREATED BAMBOO 100 DIA
TREATED BAMBOO 100 DIA
ELEVATION ELEVATION
SECTION SECTION
150
40004000 NUT AND BOLT
40MM THK BAMBOO BOARDS FLOORING 25MM SCREED 25MM
300
300 140 300 140
NUT AND BOLT
ANCHOR BOLTS 28002800
300 300
300 300
METALLIC SECTION
METALLIC SECTION TREATED BAMBOO 40
NUT AND BOLT 50
100 DIA PLAN PLAN WOODEN WEDGE
150
40MM THK BAMBOO BOARDS NUT AND BOLT FLOORING 25MM SCREED 25MM METALLIC SECTION
WOODEN WEDGE AT SLOPE 1:9
ANCHOR BOLTS
DETAIL AT B
IN
40
NUT AND BOLT METALLIC SECTION
40
ANCHOR BOLTS
METALLIC SECTION
50
WOODEN WEDGE 40MM THK BAMBOO BOARDS FLOORING 25MM SCREED 25MM
50
300
DETAIL AT I
METALLIC SECTION TREATED BAMBOO 100 DIA WOODEN WEDGE
10001000
150
MIN 9 MM
NUT AND 100BOLT DIA
M.S HOLDER
10001000
Portal-Roof Detail
TREATED BAMBOO WOODEN HANDRAIL 100 DIA 100X70
WOODEN HANDRAIL 100X70
NUT AND BOLT
LEL C C N
BOLT
M.S HOLDER
3000
LUMN MN
L L
100X70
WOODEN HANDRAIL 100X70 100X70 SCREW
DETAILS
WALLING WALLING DETAIL DETAIL B B REMOVAL/INSTALLATION REMOVAL/INSTALLATION PROCESS PROCESS NOT SCALE-SCHEMATIC NOT TOTO SCALE-SCHEMATIC
WOODEN WEDGE 1:9
NUT AND BOLT AT SLOPE
WOODEN WEDGE AT SLOPE 1:9
DETAIL AT L
OUT
STAINLESS STEEL I-SECTION FABRICATED 700X400
MS STEEL SECTION
BASE PLATE 20MM THK 2 LEAF PIN PIN 20MM
STAINLESS STEEL PLATE 20MM THK NUT AND BOLT
WEB PLATES AS REQUIRED FISH PLATES TO TOP AND BOTTOM OF FLANGE
STAINLESS STEEL PLATE 20MM THK
3 LEAF PIN M.S L-ANGLE
NUT AND BOLTS
BASE PLATE PEDESTAL
Portal Detail
Portal Detail
BITUMEN LAYER
BITUMEN LAYER 10MM THK
BITUMEN LAYER
WATER BAR BAMBOO 180MM
BAMBOO MAT 20MM THK
GUTTER
BAMBOO MAT
BAMBOO MAT 140 MM DIA BAMBOO
140 MM DIA BAMBOO BOLTED RING
BITUMEN LAYER HALF BAMBOOS DIA 140MM
BOLTED RING
160 MM DIA MS ROD 4700MM C/C
STEEL SECTION
Portal-Roof Detail
Portal-Roof Detail
BAMBOO 160MM DIA
9MM STEEL BAR BAMBOO MAT WIRE MESH
MIN 700 MM
FUNNEL OR PUMP
RCC BEAM ANCHOR BOLT WOODEN PLUG 100X70 M.S FLAT PLATE
CONCRETE MORTAR (DETAIL I) PLASTER
NUT AND BOLT
CONCRETE BAMBOO EMBEDDED IN CONCRETE
CONCRETE MORTAR
BAMBOO MAT
PCC SLAB 150MM
DETAIL AT J
DETAIL AT K
BAMBOO 160MM DIA
RCC BEAM ANCHOR BOLTS
IN
EMPTY SPACE
OUT
BAMBOO 160MM DIA
M.S STEEL 'C' SECTION
NUT AND BOLT
MS STEEL C SECTION
PCC SLAB
DETAIL AT M
WALL DETAIL NOTE: BOLTS ARE COLSE TO THE NODES(NOT MORE THAN 30MM) AND 2 BOLTS ARE NOT LESS THAN 200MM APART
Es t a t e D e Frang i pani Group P ro j e ct
Professional Practice The Workshop Studio April, 2019
The client was inspired by asian architecture especially bali and vietnamese and urged us to incorporate it inot the local architectural style. The brief also stated that the structure should be open to the green spaces and should be an outward-facing design. The client named it “Estate De Frangipani� due to the local frangipani landscape design.
BRIEF
The brief given from the client stated that this was his perminant house. He would like to add a guest house seperate from this villa. Total build up area was 11,420 sq ft.
SLOPE
111.5 111.5M TO 10 112.5 RISER: 145.83 TREAD: 300
12 11 10 9
8
7
6
5
4
3
2
1
13 14 15 16 17 18 19 20 21 22 23 24
GUEST HOUSE
PAVILLION
113
119
117
Es co b a r Group P ro j e ct 119m 118m 117m 116m 115m 114m 113m 112m
115.5
114
113.5
111.5
SEPTIC TANK
105
WELL
107
LAWN
107.5
GATE 1
GATE 2
RISER: 153.84 TREAD: 300
13 14
12
15
11
16
10
17
9
18
8
19
7
20
6
21
5
22
4
23 24
25 26
STO
N
3 2 1
STO
N
MAIN HOUSE
PARKING SLOPE
SLOPE
0M 103M TO 10 10480
3900
107.5
106
SEPTIC TANK
105
2100
2100
FEMALE TOILET
4260
2480
MALE TOILET
KITCHEN
104
SECURITY CABIN
LAUNDRY
1480
1980
MALE BEDROOM
1980
FEMALE BEDROOM 4860
STEPS
2100
D.G
1480
2100
07M
106
WATER BODY
UGT
METER ROOM 1400
103 STO
N
STO
N
Professional Practice The Workshop Studio December, 2018
N
The client required a total of 5 bedrooms, 2 living rooms and 2 kitchens. This was divided amongst the main and the guest house, with a courtyard and swimming pool in the center. The total build up area of Escobar was 5,650 sq ft. Sustainable strategies such as skylights, longer roof projections and rainwater harvesting were implemented inorder to reduce the dependence on the utility grid. Steel was used as the structure for a quick construction and for sustainability reasons.
BRIEF
This project was located on site that had a high inclination of slope. This was incorporated into the design by connecting the 2nd floor of the main house to the 1st floor of the guest house.