Volume 1 April 2022
Architecture
Shanay Patel Student of Architecture & Planning, Nirma University
education Nirma University | Archchitecture & Planning Ongoing 3rd Year
Fluroscent Public School
+91 8238075364
HSC | 2019
shanaypatel2012@gmail.com 20-12-2001 203,Parkview Appt, Opp. Mahila Auda Garden,Nr.Rajpath club,Bodakdev,Ahmedabad,Gujarat - 380059
Asia English School SSC | 2017
workshops & visits Ahmedabad Pol House Documentation | 2019 Kalp Installation team | 2019 Understanding Facade Design | 2020
skills
Earthen Construction Workshop | 2020 Lime Plaster Workshop | 2020 Arches,Domes,Vaults Workshop | 2020 Autocad
Sketchup
Floor Finishes Workshop | 2020 Equim Digital Art Movement Workshop| 2021 Kinematic Design Workshop | 2021
Rhino
Grasshopper
Parametric Design Workshop | 2021 Wardha Feild Studio | 2021 Kalp Installation Team | 2021
Revit
Photoshop
Wardha Feild Studio | 2021
competitons Indesign
Blender
Ruebens Trophy Nasa | 2019 - Winners Solar Decathalon India | 2020 - Finalists House 2.0 Archdais | 2020
Maya
Ecotect
Andc Trophy Nasa | 2021 - Shortlisted Top 100 Reschool Volume Zero | 2021 - Result Pending Glamping Mango Architecture | 2021 - Ongoing
ArchGis
Enscape
hobbies D5 Render
2
Vray
Sarkhej Roza 4-9
Housing 10 - 17
Institute 18 - 23
Construction Drawings 24 - 27
Kinder-Haus 28 - 29
Anantha 30 - 31
The Edge 32 - 33
Ahmedabad Pol House 34 - 35
3
SARKHEJ ROZA Site : Near Sarkej roza Ahmedabad Size : 900 sq m Brief : To create an interpretation center
where people can conduct exhibitions, workshops,gather and celebrate festivals. Sarkhej Roza is a royal complex of mosques, tombs, and palaces located in Sarkhej. The material that has been choosen for the project, for the module is Red Sandstone. The Module is a combination of columns, walls and the vault. The vaults span 20, 40 and 60 m Sq. The increase in span from 20 to 60 m Sq, brings a certain structural change which was implemented within the structure. 4
Concept : The concept was inspired
from the tetris game . As seen in the game, here also different modules of different sizes and shapes were joined together to form a single free flowing plan for whole site. East elevation
Top View
ACADEMIC WORKS | 5
A
Sectional Perspective AA’
6
PLAN
ACADEMIC WORKS |
7
8
ACADEMIC WORKS | 9
HOUSING Site : Nirma University, Ahmedabad Size : 6000 sq m Brief : is a housing project in the Nirma University, Ahmedabad. It is a co-living project designed for faculties and students.
Concept : Our project is a rendition of
basic concepts like fluidity, interaction, connectivity and arbitration. The housing consists of 3 basic units - 60-90 sq. m, 90120 sq. m and 120-150 sq. m. The plan was inspired by the parallel planes of the Rietveld House and the angular walls from the Mobius House; these case studies helped us get a better idea about spaces and light. 10
Central Activity Area
Central Reading Area
ACADEMIC WORKS | 11
12
Sectional Perspective
ACADEMIC WORKS | 13
14
Gf Floor Plan
ACADEMIC WORKS | 15
1ST FLOOR PLAN
GF FLOOR PLAN
SERVICES
Exploded Isometric View of Cluster
16
Library
Cafe
Reading Area
Isometric View
ACADEMIC WORKS | 17
INSTITUTE Site :Bhuj,Kutch Size : 3000 sq m Brief : Analyzing the movie “HELLARO”
and designing a cultural center where different workshops and activities like gathering and celebrating festivals can be held in village in kutch.
Concept : Essentially this is the site
where the people of different ideologies come together and get ‘coalesced’ into a single centre. The whole site is formed in such a way that it gives directions in all the four sides. The whole idea was based on the term “Axial ” so the whole site can be seen through the path made from axis Slant roof is made in a such a way that it provides natural light. 18
ACADEMIC WORKS | 19
West elevation
20
Isometric View of Site
East elevation elevation Back
ACADEMIC WORKS | 21
Gf Floor Pla
22
an
Sectional Perspective
ACADEMIC WORKS | 23
CONSTRUCTION DRAWINGS The studio aims to establish knowledge on the construction details of an institutional building designed in Sem V. The structural system of building is load bearing rammed earth walls and steel roof with thach. The plinth used random rubble masondary . Typical junction details and Wall sections are being designed to gain a character.
Rammed Earth For Walls
I section for Roofing
STEEL PIPE DIA 12.5MM
110x60x70 MM ANGLE CONNECTOR
1300
STEEL I BEAM 100 x150 MM
80x40 MM STEEL BOX SECTION
200
50x25x5 MM L CLAMP
575
DIA 18 MM STEEL BOLT STEEL CLAMP CONNECTOR 200 MM THICK CONCRETE BAND
OUTSIDE
INSIDE
107
PIVOT
880
35 MM THICK WOODEN PIVOT WINDOW PIVOT
20 MM KOTA STONE 25 MM BED MOTAR
125MM THICK GRADE SLAB
FINE GRAIN SOIL
RANDOM RUBBLE MASONRY
300 MM THICK BBCC COMPACT EARTH SOIL
SANDSTONE RUBBLE FOOTING
BACK FILL SOIL
150 MM PCC
SECTION AA' A
8
8 W1 1
A'
24
Wall section AA’
6A
7A
9
8
0
70
6
26
D1 14
00
15
4
3 11
30
50
1200
LVL +0.0M
2160
7
00
1080
BLOCK PRINTING
36
30
15
3
360
2
00
20
14
15
0
23
4
0
78
75
16
0
0
40
+0
10
LVL +0.0M
32 SQ M
D1 8
PATCH & AARI
580 450 610 390
1 5
1755
550
35 SQ M
DOWN
80
+645 +600
360
W1 1
+645 +600
28
00
12
36
EMBROIDERY WORK 2A
5
13
12 D1 4
70
70
70
MUSIC AREA
21
16
14
10
00
D1 10
0 62
1973
+645 +600
W2 1
G'
70 SQ M 2
64
23 W2 2
1220
5270
1670
W1 2
610
20
26
LVL +0.6M
15
1
5960
36
0
6
40
1960
6
60
35
00
12
0
LVL +0.6M
01
40
40
D1 9
LVL +0.6M 360
10 1
1210
1200
+600
90
1230
0
19
A
390 2
2000
D1 11
0 50
DOWN
390
1640 150 D1 5
1200 2470
36
1200
60 SQ M
3A
8A
2000 6000
800
0
+645 +600
20
W4 1
D1 7
00
420
KUTCH WEAVING
0
510
LVL +0.6M 12
D'
F'
50
W4 2
45 SQ M
22
0 36
W3 5
+645 +600
0
0
36
D1 6
12
17
D1 12
0
W3 4
25 SQ M
D1 13
500
00
30
990
+645 +600 12
10
1850
30
1580
60
D1 15
W3 3
1970
20
1600
20
W3 2
3438
BRASS JEWELLERY
8
7
4A 00
15
+0
W1 4
1200
60
33
52
1200
W1 5
40
16
0
5A
0
W3 1
1170
E'
86
1850
00
50
2350
W1 6
550
210
0
45
23
01
E'
22
F'
2337
690
1A
9A
LVL +0.6M
40
0
428
70 SQ M
DOWN
590
1653
800
6300
+645 +600
W3 6
W2 3
580
450
DANCE AREA
610 450
W1 3
W1 10
D'
+600
6
12
5
UP
4
00
3
2
D1 16
W1 10
1
7
670
W3 7
1973
18
50
450
21
34
450
470
11
22
12
13
G'
16
+645 +600
AMPHITHEATRE
17
40 SQ M
LVL +0.6M
+600
DOWN
24
LVL +0.6M
18
4000
410
2000
LVL +0.0M 240 SQ M
+0
H'
24
23
16 52
382
0
17 150
17 27
00
42
00
2108
15
0
12
23
00
C' 5
10
AANGANWADI 505
+645 +600
2017
W5 2
LVL +0.6M
18
60 SQ M
3B
1430
D1 18
1200
W2 9
1350
LVL +0.6M
1640
W1 9
5070
W2 8
0 42 23
18
20
60
42
90
40
0
D1 2
00
15
12
00
12
55
0
00 36
17
80
0
W2 4
D1 3
13
14 410 2430
6900
1D
+0
150480
C
+645 +600
40 SQ M
LVL +0.6M
400
14
700
+0
TOILET
540
320
11
5890
1940
1500
+600
D
W5 2 W5 1
UP
400
LVL +0.6M
150 1065 D1 1
35 SQ M
1200
+645 +600
UP C'
10 1C
0
36
3
12
B
H'
90
51 00
0
5711 0
HEALTH CENTRE
8 0
55
17
38
60
2790
W6 1
22
0
6 20
30
W2 5
0
14
4B W2 6
1
08
2D
50
+645 +600
40
0 36
01
ADMIN
22
70
W1 7
40 SQ M
40 SQ M
D2 1
W1 8
13
360
6
12
+645 +600
1B
20 41
550
W2 7
CANTEEN
5000
15
1640
2850
690
B'
390
1830
LVL +0.0M
2130
UP
+0
LVL +0.0M
UP
2C
2140
7230
LVL +0.0M
UP
16
+600
A'
430
390
2B 0
36 430
450
700
6000
W5 3
400
2000
W5 4
D1 17
15
+600
14
LIBRARY
LVL +0.6M
15
UP
+0
10
910
4500
9
410
19
8
015
0
21
UP
2100
W1 11
B'
A'
Gf Floor Plan
CONSTRUCTION DRAWINGS | 25
DETAIL B
824
6MM GROVE 14MM THICK BINDING PATI
14 240
HANDLE DETAIL C
211
141
20 136 764
HANDLE
1046 821 769
14MM THICK BINDING PATI
SILL
3MM THICK GLASS
676
GLASS
3MM THICK GLASS
2356
283
HANDLE
75
LINTEL 70 X 120 MM WOODEN FRAME 2MM THICK VENNER
669 280 1213
6MM THICK GROVE
75 X 80 MM WOODEN FRAME
176
986
991 761 774 1130
75
70 X 120 MM THICK WOODEN FRAME
LINTEL
HOLDFAST
75 X 80 MM WOODEN FRAME
55
FRONT ELEVATION
2MM THICK VENNER 3MM THICK GLASS
DETAIL A 2MM THICK VENNER 6MM THICK BINDING PATI 3MM THICK GLASS HANDLE
75 141208 25 244 87 95 205 555 1111
6MM GROVE 3MM THICK GLASS 2MM THICK VENNER
PLAN
50
700
HOLDFAST
70 X 120 MM WOODEN FRAME
14MM THICK BINDING PATI
Door Drawings
599
2MM THICK VENNER
351
70 X 120 MM THICK WOODEN FRAME HINGE 2MM THICK VENNER
185
150 MM THICK CONCRETE WALL
7550
479
HOLDFAST
10 MM DIA NAIL DETAIL B
HANDLE DETAIL C
LVL +5600 ROOF LVL
LVL +3200 LINTEL LVL
LVL +1600 SILL LVL LVL +645 G.F FINISHED LVL LVL +0.00 GROUND LVL
LVL +645 +600
LVL +600
LVL +370 LVL +0
SECTION AA'
LVL +5600 ROOF LVL
LVL +3200 LINTEL LVL
LVL +1600 SILL LVL LVL +645 G.F FINISHED LVL LVL +0.00 GROUND LVL
SECTION BB' 26
LVL +0
W3 3
LVL +645 +600
W3 4
W3 5
W4 2
W4 1
LVL +600
LVL +645 +600
LVL +6
D1 16
L
569 1000
400
120x40 MM STEEL CHANNEL
LINTEL LEVEL 2400 MM LEVEL.
200 MM THICK CONCRETE BAND
25 MM THICK WOODEN BOARD
2300
50
51 75
PIVOT
1000
STEEL I BEAM 100 x150 MM
200
1450
570
570
3MM THICK GLASS
ROOF LEVEL 3550 MM LEVEL.
DIA 12.5MM STEEL PIPE 110x60x70 MM ANGLE CONNECTOR
50
6MM THICK BINDING PATI
OUTSIDE
INSIDE
125 MM THICK GRADE SLAB
6MM THICK BINDING PATI
325 MM THICK BBCC
STOPPER PIVOT
PLINTH LEVEL 0 MM LEVEL.
100 MM THICK SOIL BASE LAYER
Window Drawings
75 MM THICK FINE GRAIN SOIL
GROUND LEVEL -600 MM LEVEL.
300 MM THICK BBCC
BACK FILL SOIL
SANDSTONE RUBBLE FOOTING
88
240
75150
HINGE
COMPACTED EARTH SOIL
80
2MM THICK VENNER 70 X 120 MM THICK WOODEN FRAME
150 MM THICK PCC
DETAIL A
SECTION CC'
Wall section CC’
C'
Door Details
4
4 LVL +300
LVL +150
LVL +600
LVL +645 +600
D1 17
D1 18
C
PLAN
600
LVL +450
51 75 150
50 150 75
75 X 80 MM WOODEN FRAME 2MM THICK VENNER
50
570
HOLDFAST
LVL +600
LVL +380 LVL +0
LVL +645 +600
W2 6
W2 5
W2 4
LVL +600 LVL +0
CONSTRUCTION DRAWINGS | 27
COMPETITONS Kinder - Haus Japineh, Gambia
Concepts :
Brief : Japineh , Gambia is a city located in the lower river which is a isolated space from the country gambia and there is no source of education. The school proposed here helps to develop skills and thereby give people a source of education. The project aims to explore and design an Interpretation Centre by understanding the context and providing apt responses to the context. Internal Courtyard
Internal Courtyard
28
Sectional Perspective View
Classrooms
Central Courtyard
Cattle Grazing Exploded Isometric View
COMPETITIONS | 29
Anantha Naroa, Goa
Onethread endlesspossibilities refersto thecourtyard which acts as a thread,opening to different spaces. Each space being the cocoon ofhappiness,warmth and affinity.Theconcept was developed by placingtheblocks while responding to the contours on the site. We have tried giving in nerving spaces that allow interaction and help in building stronger relationships.
Central Courtyard
The seamless lake view helps one find countless opportunities where as the ramp on the facade forms an unending route to the house.
Iso View
Section AA’
30
Front Elevation
1st Floor Plan
2nd Floor Plan
Gf Floor Plan
Section BB’
COMPETITONS | 31
The Edge Site : Gift city , Ahmedabad Area : 1300 sq m Brief : Solar Decathlon India 2021 is
a design competition challenge to design net-zero energy buildings, contributing to real projects with parterings with leaders in real estate development. Solar decathlon helped us stay a step ahead and introduce innovative and affordable market-ready solutions.
Isometric View
A
Auditorium 11500x11500
Elevator 2450x1975
Wind Tower
Elevator 2450x1975
Gents Washroom
Generator Room
2000X2000
3500x3500
3500x2530
B
Cafe Sitting 14465x6020
Ladies Washroom 3500x3500
B'
MainCorridor 15000x4000
Cafe Kitchen
Ground Floor
3650x3460
Staircase
Staircase
W - 1250 T - 300
W - 1250 T - 300
Auditorium / Amphitheater Cafe Kitchen Cafe Sitting Working Area Circulation Services
foyer
A'
N
Plan
TERRACE +24.875 LVL
SIXTH FLOOR +21.875 LVL
FIFTH FLOOR +18.875 LVL
FOURTH FLOOR +15.875 LVL
THIRD FLOOR LVL +12.875
DOUBLE HEIGHT SPACE
SECOND FLOOR +9.875 LVL
FIRST FLOOR +6.875 LVL
MEZZANINE LVL+3.875 SLAB LVL +0.875 PLINTH LVL +0.8 GROUND 0 LVL
Section BB’
32
0
2
4
8
M
15 MM THK KOTA STONE COPING
20 MM THK LIME PLASTER 110 THK BRICK WALL 10 MM THK CHINA MOSAIC 15 MM BASE COAT 75 MM BEDING MORTAR WATERPROOFING LAYER 75 MM VATA BEDING MORTAR 25 MM THK PRECAST FERROCEMENT CHANNEL 300 DIA SERVICE SHAFT
200*350 T SHAPED R.C.C. BEAM
350*500 R.C.C. COLUMN
Vertical GardenDetail
EAST/ WEST FACADE
EAST/ WEST FACADE
HSA
June
June
May
May
Apr
VSA 52 degrees
Architectural Detail Drawing
Apr
Mar
HSA 40 degrees
Feb
Mar Feb
Jan Dec
Jan Dec
East & West Facade Shadow Analysis
Sun Hour Analysis
Wind Analysis
Wind Rose Diagram
CFD Simulations
Ventilation Through Wind Tower
Stack Effect
COMPETITONS | 33
RSP AHMEDABAD POL HOUSE The site was located in Khadia Pol, Ahmedbad.The study of Pol houses led to better understanding of the heritage houses over there and its architecture characteristics. The mode of study was measuring the houses on site and drafting on paper which helped to achieve a better view of scale and people in that particular scale.
A
PRESERVING HERITAGE ❖ HERITAGE PASSES THE TANGIABLE AND UNTANGIABLE FEELINGS, CULTURAL, MEANING OF LIFE TO THE FUTURE GENERATION. ❖ THE PEOPLE OF POL STILL BELIVES TO LIVE IN THE SAME OLD SOCIAL&CULTURAL LIFE. IN THE DRAWING IT SHOW PEOPLE ARE MAINTANING THE HERITAGE SITE RATHER THAN DEMOLISHING & RECONSTRUCTING IT. ❖ THE HERITAGE IS VALUABLE FACTOR FOR EMPOWERING THE SURROUNDING(LOCAL) COMMUNITIES & ENABLING LOCAL COMMUNITIES TO TAKE PART IN SOCIAL & CULTURAL LIFE.
❖ THE PEOPLE OF POL FEELS THAT THE WHOLE POL IS PART OF FAMILY, BECAUSE THE PEOPLE ARE FRIENDLY & OF GOOD NATURE.
903
D03
816
854
D02 207 121
D01
B
34 line onjectural
ROOM 1 GFL +527
2248
B'
841
561 7738 D04
366 6705
432 231
ROOM 2 GFL +527
885
406
2654
1247
86
1039
936 3473
882
218
SECTIO
A' GF floor Plan CLIENT:
NOTES
UNIVERSITY:
LEGEND PROJECT:
All dimensions are in Documentation Millimeters unless specified otherwise
of WHC Wall
wood
------ UNIVERSITY
SCALE
Conjectural 1 : 50 line
KEY PLAN
CLIENT: DRAWING NAME: GROUND FLOOR PLAN
A' A
D01 NOTES All dimensions are in Millimeters unless specified otherwise
LEGEND
PROJECT:
Wall Wood cut
wood
Conjectural line
Metal cut
Plumbing
Metal
Distress
UNIVERSITY:
SCALE
Door Details KEY PLAN
1 : 10
Documentation of WHC
DRAWING NAME: DOOR DETAILS
ZATKAN POL POL WARD NO - KHADIA -1 SURVEY NO - 2548
INSTITUTE OF ARCHITECTURE & PLANNING, NIRMA UNIVERSITY, AHMEDABAD
N
DRAWN BY:
AATMAN PRACHI SHANAY
17BAR063 19BAR028 19BAR025
CHECKED BY:
DRAWING NO.:
DATE: FACULTY MEMBERS
DATE:
PRO. FORAM PRO. JAYDEEP
1628 2502
3065
1010
230
230 261
2619
2623 8958
2341 8739
8603
394
394
208
164
358 96 2753
2201 1703
517
494
494
ON AA'
n pecified
Section AA’
LEGEND
Wall PROJECT: Wood cut Documentation of WHC
Metal
CLIENT:
wood
Conjectural line
Metal cut
Plumbing 1 : 50
UNIVERSITY:
------ UNIVERSITY
Distress
SCALE
KEY PLAN
PROJECT:
Elevation
Documentation of WHC DRAWING NAME: SECTION AA'
DRAWN BY:
AATMAN PRACHI SHANAY
17BAR063 19BAR028 19BAR025 POL -
CHECKED BY:
UNIVERSITY: ------ UNIVERSITY
SCALE
1 : 50
RELATED STUDY PROGRAM | 35 ZATKAN POL
+91 8238075364 shanaypatel2012@gmail.com