Het Shah Portfolio Vol. 2 by het shah

Selected Works Vol. 2

2021 - 2023

Het Shah

Curriculum Vitae

As a recent graduate in architecture, I bring a vibrant and enthusiastic energy to the field. With a genuine passion for learning and personal growth, I am eager to contribute my creative ideas and knowledge to realworld projects. I have a solid foundation in architectural design principles and a strong desire to acquire new skills and techniques. Attention to detail is one of my strengths, and I take pride in delivering high-quality work. I am excited about the opportunity to collaborate with experienced professionals and contribute to meaningful projects in a friendly and supportive environment.

Het Shah

Architect 21/01/2000 Age: 23 Anand, Gujarat, India (+91) 88669 66303 hetshah2121@gmail.com

Professional Experience Studio Lotus, Delhi (2023) Architect Studio Lotus, Delhi (2021) Architectural Intern

Conventions ANC (2023) Phagwara, Punjab ANC (2022) Bengaluru, Karnataka Modern Heritage - Frame Conclave Panjim, Goa

Documentation Chandigarh, Punjab (2022) Pune, Maharashtra (2022) Palakkad, Kerala (2021) Mandu, Madhya Pradesh (2019)

Co-Curricular NASA - Writing Architecture Trophy (2022) Individual Trophy NASA - CP Kukreja Trophy (2022) Trophy Lead - Graphics, Renders & Design NASA - G-Sen Trophy (2021) Trophy Lead - Graphics, Design NASA - ANDC Trophy (2020) Graphics, Design Environmental Day Competition - A.P.I.E.D. (2019) Special Mention

Education Bachelor’s in Architecture (2023) D.C Patel School of Architecture, APIED, Vallabh Vidhyanagar, Gujarat GSEB - HSC (2018) Charotar English Medium School, Anand, Gujarat GSEB - SSC (2016) Pintos’ High School, Anand, Gujarat

Language Proficiencies English, Hindi, Gujarati

Software Skills AutoCAD SketchUp Rhino3D Lumion V-Ray Enscape Photoshop Illustrator InDesign

Advanced Advanced Beginner Advanced Intermediate Intermediate Advanced Intermediate Intermediate

Curricular Achievements Year 4 (#2) Studio VIII - Housing Studio (#1) Studio VII - Professional Practice (#2) Studio III - Material Studio (#3)

Het Shah - Selected Works 3

Index Villas in the Sky Ahmedabad, Gujarat Housing Studio (2022) The Tidal Jewel of the East Coast Visakhapatanam, Andhra Pradesh CP Kukreja Trophy - NASA (2022) MAX Estates Experience Center Gurugram, Haryana Studio Lotus (2023) Sunstar NAB Noida, Uttar Pradesh Studio Lotus (2021) Selected Extras Images from other projects

Villas in the Sky Ahmendabad, Gujarat Housing Studio (2021)

TITLE

Het Shah - Selected Works 5

Info Place: Year: Type:

Riverfront, Ahmedabad, Gujarat 2021 High End Housing

The site is situated in the Riverfront district along the banks of the Sabarmati River. The objective was to create an upscale residential development featuring three types of units: 4BHKs, 3BHKs, and Studio Apartments. Given the context of a youthful population and its central city location, the objective was well-suited. Before beginning the design process, a comprehensive site analysis was conducted. This analysis was essential in setting the stage for the subsequent design development. These revelations in particular brought to light a discernible tendency in urban situations that is developing: In spite of the expanding urbanisation, it became increasingly clear that there is a strong desire to create living spaces that provide relief and a true contact with nature. By striving to eradicate the sense of living in ordinary apartments in favour of a setting that profoundly suggests living on the ground floor, in quiet proximity to nature, this design aimed to reset the experience of life.

6 Villas in the Sky 16 16

88 44 00

Roof Plan

Het Shah - Selected Works 7

Carving out space at the center for a Community green area.

Breaking the mass for more perforation and mutual shading.

Sculpting the towers for more exposure to the view.

Breaking the top portions to have a staggered disintegrating form.

Massing Evolution

Initial Sketches

The concept for the project involved incorporating a densely landscaped common green area at the center, with staggered masses. Vehicular access was efficiently integrated beneath the structure. The building comprises three towers, each providing panoramic views of the river and the city, while ensuring ample privacy for residents. The design also explored various unit types to introduce diversity across the building and enhance the overall massing strategy. Mutual shading is observed due to the form of the structure which would impact on the overall efficiency & thermal comfort of the building.

Conceptual Design

Ground Floor Plan

Typical Basement Floor Plan

8 Villas in the Sky 16 16

88 44 00

Tower C

Tower B

Tower A

Typical Floor Plan

Het Shah - Selected Works 9

4BHK Flat 3BHK Duplex Circulation Staircase Lift Core Gathering Space

Floor Plate Alternatives

3BHK Duplex Cluster Layout

4BHK Flat Cluster Layout

Exploded Cluster Stacking

Cluster Tower A

10 Villas in the Sky Podium level Community Forest Amenities Vehicular Circulation Peripheral Access Tower A

Parking Gathering Area Circulation Lift Core

Lvl +30

Staircase

Residences

Tower B

Lvl +02

Tower C

4BHK Duplex

3BHK Duplex

4BHK Flat

3BHK Flat

Studio

Schematic Isometric

Het Shah - Selected Works 11

3BHK Flat 4BHK Duplex Circulation Staircase Lift Core Gathering Space

4BHK Duplex Cluster Layout

Floor Plate Alternatives

3BHK Flat Cluster Layout

Exploded Cluster Stacking

Cluster Tower B

12 Villas in the Sky

4BHK Flat

3BHK Flat

4BHK Duplex

Het Shah - Selected Works 13

Studio Apartment

3BHK Duplex

Unit Plans

14 Villas in the Sky

View from the Community forest

Isometric View

Het Shah - Selected Works 15

Studio Apartment Circulation Staircase Lift Core Gathering Space

Floor Plate Alternatives

Exploded Cluster Isometric

Cluster Tower C

The Tidal Jewel of the East Coast Visakhapatanam, Andhra Pradesh CP Kukreja Trophy (2022)

Het Shah - Selected Works 17 N

ECKED BY : SR REV. NO.

100 at A1

Info Place: Year: Type: Team:

Visakhapatanam Harbor

Visakhapatanam, Andra Pradesh 2022 Installation - Urban Void 3 People

Visakhapatnam is one of India’s coastal cities. Also known as Vizag, is a glorious heritage paradise. It was transformed from a fishing village to a bustling city with streets & ports. The city is an ideal blend of historic & modern developments. The Installation is located at the junction of the axes connecting the municipal office & the town hall, making it conveniently accessible to the user groups. A water tower is an elevated structure that supports a water tank and exists as an underutilized Urban Void. By re-purposing the water tank as a location for economic & socio-cultural activities, it could be transformed into a meaningful space.

THE SITE

EASTERN NAVAL HQ

HAWA MAHAL

MUNICIPAL OFFICE

TOWN HALL

EASTERN NAVAL HQ RK BEACH FISHING COMMUNITY

18 The Tidal Jewel of the East Coast

The design conceptualizes the tank into two halves. The grid of columns and beams reflects town’s journey, while the tank represents the Indian navy, the “Pride of India.” Several features of the town are exhibited in different planes, progressively escorting the user to the top, making a journey through Vizag’s tremendous growth. These planes represent Visakhapatanam town and the navy’s achievement and victories. Elements like nets, slides, walls, bridges, ramps and vertical circulation connecting the planes, form a network that invites the user group to climb, slide, crawl, and scramble through the maze tower. These planes are built by reusing the shipping cargo containers found from the location, hence reducing the waste at ports.

As navy works cohesively ‘It has it eye on sky Hands on earth Foot under the water’ To honour the navy’s versatility and independence, solid circular rings have been built inside the glass cube on the tank to depict the essence of water. The spiral staircase encasing the water tank takes the user around and provides panoramic views. The glass platform is the last part of the journey symbolizing the ocean’s surface water making the user feel like floating above the space. The installation acts as an interactive and engaging space for the youth of the town.

Het Shah - Selected Works 19

20 TITLE

Max Estates Experience Center Gurugram, Haryana Studio Lotus (2023)

Het Shah - Selected Works 21

Info Place: Year: Type: Role:

Gurugram, Haryana 2023 Sales Lounge Concept Design & Resolution

The directive was clear: the client sought to establish an Experience Center for a Housing Scheme proposed on the land. Given the project’s temporary nature, Dry Wall Construction was suggested for the Center. Positioned discreetly in a corner plot on the site, access is through a lengthy boulevard, flanked by an inviting landscape and events lawn in the front yard. The underlying concept centers on crafting the customer’s journey experience, with the development of a welcoming Interior Mood board being a key aspect of the process. The ground floor encompasses various lounges, while the first floor houses sample apartments and the employee BOH area.

22 Max Estates Experience Center

Het Shah - Selected Works 23 NOTES: 1. All dimensions are in millimeters. 2. All levels are in meters. 3. This drawing is a copyright and property of the architect, is not to be produced, copied, handed over to third party or used for any other purpose other than for which it is intended. 4. This drawing is to be read and not to be scaled. 5. All dimensions shall be verified onsite prior to start of work any discrepancy shall be brought to the notice of the Architect. 6. The Contractor / Project Manager must check all dimensions and details and be responsible for the same. Any discrepancy shall be notice of the Architect. 7. This drawing shall be read in conjunction with all relevant architectural, structural and services drawings. Any discrepancy noticed shall be brought to the attention of the consultants and resolved as soon as possible, but always prior to procurement / execution of works. 8. All the services ducts / cut-outs are to be covered after services provisions. 9. Drawing approval is for the conformity with outline design intent and does not relieve the contractor/ subcontractor from full responsibility for the accuracy, integration and fitness for purpose of design. 10. Construction Manager/Project Manager to revert back within 7 working days of receiving the drawings on coordination and buildability issues. If otherwise it would be deemed that they have understood and accepted the drawing/ design and own full responsibility for the works carried out accordingly.

IDE GREEN BELT B

AIRLOCK

CP LOUNGE

DROP-OFF

5840

CP LOUNGE

COVERED PATHWAY

3600

POWDER TOILET

POWDER W2 TOILET

2350

7000

CP LOUNGE

1600

CP LOUNGE

RECEPTION

CP LOUNGE

POWDER TOILET

WAITING AREA

JANITOR CLOSET

SITE MODEL

SALES LOUNGE (MEL)

JANITOR CLOSET

SALES SPACE LOUNGE(ASL) (MEL)

SALES LOUNGE (ASL)

GREEN COURT

SALES LOUNGE (MEL)

F-301, First Floor, Ch. Prem Singh House, 6050 Lado Sarai, New Delhi - 110030 PH. NO : 011 - 4057 0808 www.studiolotus.in SALES LOUNGE (MEL)

MEP CONSULTANT :

SALES LOUNGE (MEL)

EVENTS LOUNGE

DW2

STRUCTURAL CONSULTANT :

4750

PORCH

SALES LOUNGE (MEL)

TODDLER'S ROOM

MAINTENANCE STAFF STAIRCASE

STORE ROOM

EVENTS LOUNGE

MALE WASHROOM

FEMALE WASHROOM

TODDLER'S ROOM

MAINTENANCE STAFF STAIRCASE GREEN COURT

W2 STORE ROOM

1880

1.8M SETBACK

COFFEE BAR

KITCHEN

LANDSCAPE CONSULTANT :

D' KITCHEN

GREEN COURT

1800

FEMALE WASHROOM

BOH CONSULTANT

3928

MALE WASHROOM

COFFEE BAR

3928

3200

NCE STAFF

BACK

LOUNGE (MEL)

PORCH

SALES W2 PRINCIPAL DESIGN CONSULTANT :

4750

SALES LOUNGE (ASL)

CLIENT : MAX ESTATES LTD.

SALES LOUNGE (ASL)

MODEL SPACE (MEL)

4750

MODEL

GREEN COURT

POWDER TOILET

SITE : SECTOR 36A, GURGAON

LIFT CORE

MODEL SPACE (MEL)

PROJECT : 36A - EXPERIENCE CENTER

SALES LOUNGE (ASL)

POWDER TOILET

Date

POWDER TOILET

LIFT CORE

MODEL SPACE (ASL)

4750

SALES LOUNGE (ASL)

ACE

CP LOUNGE

LIFT CORE

SALES LOUNGE (ASL)

CP LOUNGE

2350

JANITOR CLOSET

6250

LIFT CORE

SITE MODEL

Purpose

C CP LOUNGE

JANITOR CLOSET

Revision

WAITING AREA

POWDER TOILET

6415

B AIRLOCK

POWDER TOILET

4650

VISUAL COURT

DW1

POWDER TOILET

5150

4300

RECEPTION

4 3600

2350

CP LOUNGE

3 5150

1600

CP LOUNGE

2 4650

2350

7000 CP LOUNGE

8 4650

4750

VISUAL COURT

7000

7 5150

4750

7000

6 3600

FEATURE WALL

COVERED PATHWAY

5 5840

4750

4 3600

4750

3 5150

3200

2 4650

4300

DRAWING TITLE :

GROUND FLOOR PLAN

2.5

DRAWN BY :

CHECKED BY : SR

(MEL)

COFFEE BAR UP

KITCHEN

24 Max Estates Experience Center GREEN COURT

DRAWING TITLE :

K SALES LOUNGE (MEL)

B' PORCH

EVENTS LOUNGE

DW2

TODDLER'S ROOM STORE ROOM

GROUND FLOOR PLAN

DRAWN BY :

DRAWING NO.

EC-A-102

MAINTENANCE STAFF DATE: STAIRCASE

21/10/2023

MALE WASHROOM

FEMALE WASHROOM

D1 KITCHEN

CHECKED BY : SR

REV. NO.

BOH

SCALE: 1:100 at A1

J COFFEE BAR

STRU

4750

FEMALE WASHROOM

1800

LAND

W2 GREEN COURT D1

1.8M SETBACK

1880

BACK

(ASL)

MALE WASHROOM

3200

2750

3928

1200

3928

2400 2700

DRA

GRO

DRA

DRAW

DAT

Ground Floor Plan

(MEL)

COFFEE BAR

KITCHEN

GREEN COURT

DRAWING TITLE :

K SALES LOUNGE (MEL)

B' PORCH

H Het Shah - Selected Works 25

EVENTS LOUNGE

DW2

TODDLER'S ROOM STORE ROOM

GROUND FLOOR PLAN

DRAWN BY :

DRAWING NO.

EC-A-102

MAINTENANCE STAFF DATE: STAIRCASE

21/10/2023

MALE WASHROOM

FEMALE WASHROOM

D1 KITCHEN

CHECKED BY : SR

REV. NO.

BOH

SCALE: 1:100 at A1

J COFFEE BAR

STRU

4750

3200

FEMALE WASHROOM

LAND

D' 3928

BACK

(ASL)

MALE WASHROOM

3928

2750

W2 GREEN COURT D1

1.8M SETBACK

1880

1200

1800

2400 2700

DRA

GRO

DRA

DRAW

DAT

First Floor Plan

26 Max Estates Experience Center

Section through Courtyard

Section through Events Lounge & Sample Apartment

Volume Design

Het Shah - Selected Works 27

Model Display

Events Lounge

28 Max Estates Experience Center

Interior Mood board

Het Shah - Selected Works 29

30 Max Estates Experience Center

Interior Mood board

Het Shah - Selected Works 31

Sunstar - NAB Noida, Uttar Pradesh Studio Lotus (2021)

Het Shah - Selected Works 33

Info Place: Year: Type: Role:

Noida, Uttar Pradesh 2021 Office Building Drafing Construction Drawings & Solving Details

Sunstar Industrial Site encompasses an Adaptive Reuse project of a former Industrial Plant, with NAB (New Administration Building) being a part of its master-plan. The site, dedicated to industrial activities, including the production of electric vehicles, showcases a steel structure utilizing alternative construction technology. Key considerations during the design process involved the use of I-Sections for columns and Castellated Beams for beams. For the exterior cladding, Corten Steel Sheets were chosen, providing a rustic and industrial aesthetic. The interiors feature exploration in glazing and dry wall partitions, contributing to the overall industrial character of the Sunstar Industrial Site.

D3A

1700

2400+FL

5440

AS/SITE

1400

850

2400

8380

AS/SITE

1400

8380

AS/SITE

1400

34 Sunstar - NAB

DW1

8380

AS/DET

5440

AS/SITE

1400

DW2

8380

AS/DET

W10

1425

2400

DW3

5435

AS/DET

PARTITION SCHEDULE

DW4

8380

AS/DET

3015

DW5

6425

AS/DET

P1A

2050

1500

6650

AS/DET

VENTILATOR SCHEDULE

2875

675

1120

1220

1120

1220

1170

1220

P2A

6650

AS/DET

2045

AS/DET

1400

4980

AS/DET

3565

AS/SITE

1400

P4A

6200

8250

AS/SITE

1400

600

AS/DET

2000 V6

2395

AS/SITE 3325

1400

7210

AS/DET

7175

AS/DET

1220

1170

A 1220

1120

1220

8400

BAS/DET

AS/DET

NAB FIRST FLOOR PLAN

55251

DRAWN BY : KK DWG NO : -

2875

DATE :

8400

C -

1170

3515

1220

1120

8250

3125x3940 FFL +600

770

975 2625

1975

DETAIL D

11970

1805

DETAIL E

PRINCIPAL DESIGN CO

DETAIL B

PROPOSED LANDSCAPE LVL +300

2. 3.

NAB GROUND FLOOR PLAN

2400

1220

1200

5440

AS/SITE

2400

D2B

1050

2100

8380

AS/SITE

2400

1700

2400

3125

AS/SITE

2400

8250

D3A

17008250 2400+FL

2395 5440

AS/SITE 2345 1400

V5 850

AS/SITE

1400

1 C DETAIL

2740

760

83804950AS/SITE

1400

110 PLB

110 9

5440

1400

760

3015

2545

110

12MM DROP

1 2 3

D4 2050

1500

1 1

DETAIL D -

6650

AS/DET 3775 AS/DET

AS/DET

6650

2045

AS/DET

D3 V3

1220

AS/SITE

1400

4980

AS/DET

3565

AS/SITE

1400

P4A

6200

AS/DET

8250

AS/SITE

1400

600

AS/DET

2395

AS/SITE

1400

7210

AS/DET

1D202

7175

AS/DET

2 1 DETAIL A 2

GOOD FOR 2'

21-06-202 D Internal an

6600

FFL +4600

3455

DRAWN BY : KK DATE : Rev. R1

B -

6200

16680x8445

DRAWING TITLE:

NAB GROUND FLOOR PLA

DWG NO : -

8400

RECEPTION BELOW FFL +600

110 5445

1820

DETAIL A

1135 D2

BALCONY

5850

11970

FFL +4600

DETAIL E

1805

DETAIL E

PRINCIPAL DESIGN CO

DETAIL B

SITE: GREATER NOIDA, UTTAR

CLIENT: SUNSTAR PRECISION FOR

3000

8400

PROJECT:

NEW ADMINIST

160

16660

STUDIO LOTUS F-301, First Floor, La Ch. Prem Singh Hou New Delhi - 110030 Mobile (direct): +91

STRUCTURAL CONSU NNC DESIGN INTERN B- 2, Jaswant Chamb New Delhi, Delhi 110 Contact Number: 011 email:nnc.mail7@gm

A -

First Floor Plan

8445

AS/DET

WORKSTATION

CAFE BELOW FFL +600

11970

AS/DET

DETAIL D

1805

D201

1 B

1500

P2 2205 4 P2A

DETAIL D 770

DROP

3015

WAITING AREA BELOW FFL +600

DETAIL B

1425 2400 MALE TOILET

P1 1555 12MM P1A

290

W10

PARTITION SCHEDULE

110

FEMALE TOILET

AS/SITE

1700

1945

110

AS/DET

VENDING ZONE AS/DET AS/DET

580

AS/DET

8380

975

2325

2625

5435

5700x3025 5 DW5 AS/DET AS/DET 6425 FFL +4600 ELEC VENTILATOR SCHEDULE 2385 1 V1 6200 AS/SITE 2400 110 110 2 V2 2625 AS/SITE 2400

1365

110 850

110

2100

110

3505 545

3525x4915

BALCONY FFL +4600

6 510

110

110 545

5455

DW4

110

610

FFL +4600

3435

545

1810

110

545

1135 DETAIL A

3435x4915

FFL +4600

5600 W9

1700

ST-1 W= 1800 R= 166 T= 300

DIRECTOR OFFICE 3

110

4905

6200

110

3795

DW3 D4

DETAIL F 2395

2345

1700

3455

160

900

400

2755

DIRECTOR OFFICE 4

FFL +4600

2255

870 2670

FHC

1045

1700

3 Cut-out in 550 floor for TFA 4

110

P4A

710 250

FFL +4600 P3

DW5 EXECUTIVE LOUNGE 5600x4915

650

3525x4915

4725

GREEN COURT BELOW

110

2310

3525

1405

110 110

2400

2385 DOOR WINDOW SCHEDULE 5820 110 1 DW1 8380 AS/DET AS/DET PANTRY 2 DW2 8380 AS/DET AS/DET 2385x2260 850

A P5

REMARKS

770

D -

C -

1220

D203

D200

5400

2400

870

FFL +4600

FIRST FLR

2400

DIRECTOR OFFICE 1

790

3800x8735

GROUND FLR

2400+FL

FFL +4600

110

MD OFFICE

NO. OF OPENINGS

HEIGHT

1050

3435x4915

110

2875 SILL LVL.

WIDTH

WINDOW SCHEDULE

2850

DIRECTOR OFFICE 2

2670

5525S.NO. OPENING NAME 8400

REMARKS

FIRST FLR

1050

FFL +4600

1185

1050

3225

NO. OF OPENINGS GROUND FLR

D2A

3435

110

110 DETAIL A

SILL LVL.

HEIGHT

8400

600 1635

WIDTH

1145

850

12MM DROP

OPENING NAME

DOOR SCHEDULE 1

110

1935

2125

EXECUTIVE WASHROOM

1000

1050

S.NO.

E 160 165 250

110

Cut-out in floor for TFA 610 550

D204

110

110 2800

2375 RECORD ROOM 2260x2920

2940

110

2345

110

110 905

400

2745

110

665

160

PLB

1650

3800x2620

3565

855

160 2615

RESTING SPACE

FFL +4600

DETAIL D

610

DETAIL C

510

3325 6000

DETAIL F 1220

2000

8400

B SCHEDULE OF OPENINGS :

2050

675

5000

5525 8400

2345

D D'

1975

2875

intended. This drawing is to be All dimensions shall b work any discrepancy Architect. 6. The Contractor must be responsible for th LANDSCAPE CONSUL notice of the Project 7.STUDIO This drawing 818 shall be architectural, structu discrepancy noticed s the consultants and r always prior to procu 8. All the services ducts services provisions. 9. Drawing approval is f intent and does not r from full responsibili fitness for purpose o 10. Contractor to revert receiving the drawing buildability issues to would be deemed th accepted the drawing for the works carried 4. 5.

400

All levels are in millim This drawing is a cop

MEPnotCONSULTANT to be produced, c for any other pu DJBused CONSULTANTS

Scale: 1:75

STUDIO LOTUS F-301, First Floor, La Ch. Prem Singh Hou New Delhi - 110030 Mobile (direct): +91

STRUCTURAL CONSU NNC DESIGN INTERN B- 2, Jaswant Chamb New Delhi, Delhi 110 NOTE: Contact Number: 011 1.email:nnc.mail7@gm All dimensions are in

A -

Ground Floor Plan

SITE: GREATER NOIDA, UTTAR

CLIENT: SUNSTAR PRECISION FOR

D2A

VERANDAH

FFL +600 W10

DETAIL A

1135

230

2050

290 1820

CAFE

5850

110

1845

375

3115

13845x2870 W10

11970

5000

1945 110

580

2100

FFL +600

1805

DETAIL B

1365

6975

3000

2100

DW3

DW2

13845x2870 DETAIL D

160

110

WAITING AREA

B -

6980

D Internal an

PROJECT:

1050

RECEPTION FFL +600

VERANDAH FFL +600

Rev. R1

NEW ADMINIST

1050 375

6990x6490 FFL +600

P2A

FFL +600 6335

110

300

5550

MEETING ROOM

TRAINING ROOM

6335x6490

110

DW1

1050

6600

110

CONFERENCE ROOM P2

3180

3335 5455

110

1405 110 2600

1705 6200

110

1200

110

1810

PROPOSED LANDSCAPE LVL +300

3030 1135

D202

FFL +600

110

DETAIL A

6070

DETAIL A

3125

375

DW4

2100

21-06-2021

This drawing is a cop not to be produced, c used for any other pu intended. 4. This drawing is to be 5. All dimensions shall b work any discrepancy Architect. The Contractor must CHECKED BY : 6.SR be responsible for th notice of the Project SCALE: REV NO : 7. This drawing shall be 1:75@A1 architectural, structu discrepancy noticed s the consultants and r always prior to procu 8. All the services ducts services provisions. 9. Drawing approval is f intent and does not r from full responsibili fitness for purpose o 10. Contractor to revert receiving the drawing buildability issues to would be deemed th accepted the drawing for the works carried

3125x2900

ST-1 W= 1800 R= 166 T= 300

230

8400

D3A

300

1050

1860

D2B

MEETING ROOM WORKSTATION 14325x8445 FFL +600

3775

PASSAGE

110

RECORD ROOM 2225x2950 FFL +600

2205

110

FFL +600

110

14325

12MM DROP

D201

6490

1555

110

2545

110

MALE TOILET

110

760

12MM DROP

110 850

110

710 110

110

FFL +600

2385

4950

110 PLB

2100

110 Cut-out above for TFA as/HVAC

760

FEMALE TOILET

VENDING ZONE

ELEC

900

110

350

1875

5700x3025

FHC

2435

110

2325

770

110

2235

650

165

110

2235

160

Cut-out above for TFA as/HVAC

3015

2255

3015

HOD CABIN 2435x2970

2385x2260

110

850

2435

D3A

1460

HOD CABIN 2235x2970

110 SERVER ROOM

850

2050

2235

110

HOD CABIN 2235x2970

DOUBLE HEIGHT GREEN COURT

110

5820

610 P1

2235

160

2385

1700

600

HOD CABIN 2435x2970

3015

HOD CABIN 2235x2970

P1A

2950

2400

AS/SITE

D200

1120

3015

PLB

3015

110 855

665 110 110 HOD CABIN 2235x2970

3015

PRINTING ZONE

1625

D -

2400

AS/SITE

1220

DETAIL C W1

DETAIL A

AS/SITE

2625

6000

E 160

DETAIL C

6200

8400

D204

8400

1220

D D'

5525

2345

1 2

DRAWING TITLE:

1500

NOTE:

1. All dimensions are in GOOD FOR CONSTRUCTION 2. All levels are in millim

D203

DOOR WINDOW SCHEDULE

NAB FIRST FLOOR PLAN

MEP CONSULTANT DJB CONSULTANTS

Scale: 1:75

SCHEDULE OF OPENINGS : S.NO.

OPENING NAME

WIDTH

HEIGHT

SILL LVL.

2850

2400

NO. OF OPENINGS GROUND FLR

FIRST FLR

DOOR SCHEDULE 1

REMARKS

S.NO.

OPENING NAME

WIDTH

HEIGHT

SILL LVL.

2400

NO. OF OPENINGS GROUND FLR

FIRST FLR

WINDOW SCHEDULE 1

1220

REMARKS

LANDSCAPE CONSUL STUDIO 818

Het Shah - Selected Works 35

Top of Structural Ridge +11.250M (111.250M)

WS 06 GD 02

Top of Beam +9540 (109.540M)

GD 02

Top of Beam +8700 (108.700M) Top of Angular Beam +8075 (108.075M) GD 01

WS 07

GD 01

DOUBLE HT. WAITING AREA NAB01 G01

DIRECTOR'S OFFICE NAB01 F06

PASSAGE NAB01 F14

DIRECTOR'S OFFICE NAB01 F06

Top of Tie Beam +7755 (107.755M) Top of Beam +7240 (107.240M)

EXTERIOR FINISH NAB01 EX01

FIRST FLOOR F.F.L. +4625 MM

FLOORING AS PER SPECS. DECK SLAB AS PER STRUCTURE

First Floor FFL +4625 (104.625M) First Floor T.O.S +4525 (104.525M) Top Of Beam +4400(104.400M)

CS 01 DOUBLE HT. WAITING AREA NAB01 G01

WORKSTATION NAB01 G05

GROUND FLOOR F.F.L. +700 MM

HOD CABIN NAB01 G07

FLOORING AS PER SPECS. DECK SLAB AS PER STRUCTURE

Ground FFL Level +700 mm (100.700M) Top of Slab +525 (100.525M) Top of Plinth Beam +325 mm (100.325M) Proposed Landscape Level +300 mm (100.300M) Exsiting Road Level ±00 mm (100.0M)

5 D204

SECTION EE' 1:75

PCC AS PER STRUCTURE PLINTH BEAM AS PER STRUCTURE DECK SLAB AS PER STRUCTURE

Section EE’

1 D203

Overall Section

KEY PLAN 1:250

5440

AS/SITE

1400

8380

AS/SITE

1400

8380

AS/SITE

A'1400

8380

AS/DET

5440

AS/SITE

DW2

8380

AS/DET

W10

1425

2400

DW3

5435

AS/DET

PARTITION SCHEDULE

8380

AS/DET

3015

1500

6425

AS/DET

P1A

2050

1500

6650

AS/DET

P2A

6650

AS/DET

2045

2400

AS/SITE

2400

D' 2

1220

AS/SITE

1400

4980

AS/DET

3565

AS/SITE

1400

P4A

6200

AS/DET

8250

AS/SITE

1400

2395

AS/SITE

1400

ALIGN 1

FFL +700mm 7

C/C Dim.

ALIGN

UP B A

DN B

CB2 MB4

MB4

FFL +4625mm

ISMB 525

125mm Thk. RCC Base

FFL +3145mm

FFL +3145mm 15

Railing as per detail

100mm thk. VDF Flooring as per appr. specs.as per C caping apprv. sample 125mm Thk. RCC Base

ISMB 525

Railing as per detail

CB2 in Elevation

DETAIL A (FOR PROTOTYPE) DETAIL A (FOR PROTOTYPE) SCALE- 1:5 SCALE- 1:5 Railing as per detail

Perforated metal sheet at bottom as per apprv. sample

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

MS Steel Welding

TOP LANDING LEVEL PLAN + STRUCTURE SCALE- 1:50 TREAD: 280mm FFL +700mm 3

FFL +700mm

UP B

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

RISER: 164mm WIDTH: 1800mm

DETAIL B (TYPICAL SCALE- 1:5

ISMC150

Perforated metal sheet at bottom as per apprv. sample

MS Steel wedge Welding as/structure

B (TYPICAL STEP DE TOP LANDING LEVEL PLAN + STRUCTURE DETAIL B (TYPICAL DETAIL STEP DETAIL FOR PROTOTY TOP LANDING LEVEL PLAN + STRUCTURE SCALE- 1:5 SCALE1:50 Landing Lvl Plan SCALE- 1:5 SCALE- Staircase 1:50

NOTE: Landing edge to be aligned with Window edge. Refer plan.

1000mm High Railing Refer Detail C

MB1

ISMB 300 (TOB- 3060mm) ISMB 300 in Elevation

ISMB 300 in Elevation 10mm metal Packing plate and M.S plate welded to ISMB as per structure

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

Planter box as per Detail

Cement board Perforated metal sheet asseating supported per approved sampleon metal

framework as per Vendor Perforated metal sheet as 15 per approved sample

10mm metal Packing plate and M.S plate 10mm metal Packing welded to ISMB as per plate and M.S plate structure welded to ISMB as per

B ISMC150 in Elevation

ISMC150 in Elevation ISMC150 in Elevation

5mm thick Perforated Metal sheet as per apprv. sample

5mm thick Perforated Met sheet as per apprv. samp

5mm thick Perforated Metal 3 sheet as per apprv. sample

ISMC150 welded to MS base plate. Refer structure drg.

A ISMC150 welded to MS base plate. Refer structure drg.

ISMC150 welded to MS base plate. Refer structure drg.

ISMC 150 in Elevation as/approved finish

5 3

3 1

Perforated Metal sheet at bottom as per apprv. sample

3 Steps made of 5mm thick Perforated Metal sheet as per apprv. sample

SECTION BB' SCALE- 1:30

Pe bottom

MS Ste Weldi MS Steel wedge Welding as/structure Steps made of 5mm thick 3 Perforated Metal sheet as per Steps made o apprv. sample

7 5

MS Steel wedge

wedge 5 MS Steel Welding as/structure Welding as/structure

5mm thick Perforated Metal sheet as per apprv. sample

9 77

5mm thick Perforated MetalMetal 5mm thick Perforated 7 as per apprv. sample sheet assheet per apprv. sample

MS Steel wedge Welding as/structure

structure

LIFT SHAFT

ISMC 150

ISMB 300 (TOB- 3060mm)

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

1000mm High Railing Refer Detail C

Cement board seating supported on metal framework as per Vendor

Planter box as per Detail

50mm Thk.150 Fibre cement board as ISMC per apprv. sample

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

Planter box as per Detail

GI framing to support FC50mm Board Thk. Fibre cement board as of FC Board to be per apprv.NOTE:bottom sample Perforated aligned with stringer beam bottom. metal sheet as per approved sample

ISMC 150

NOTE: Landing edge to be aligned with Window edge. Refer plan.

MB1

GI framing to support FC Board

50mm Thk. Fibre cement board as per apprv. sample

Cement board seating supported on metal GI framing to support FC Board as per Vendor framework

Staircase Section AA’

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

ISMC150

caping as per NOTE: Landing edge toCbe apprv. sample aligned with Window edge. Refer plan.

NOTE:bottom of FC Board to be aligned with stringer beam bottom.

SECTION AA' SCALE- 1:30

Railing as per detail

1000mm High Railing Refer Detail C

SECTION AA' SCALE- 1:30

MS framework fixed with a base plate. Refer structural drg for detail.

1000mm High Railing Refer Detail C

MB1

NOTE:bottom of FC Board to be aligned with stringer beam bottom.

SECTION AA' SCALE- 1:30

DETAIL A (FOR PRO SCALE- 1:5

ISMC150

MB4 In Elevation

CB2 in Elevation

Ground FFL Lvl +700 mm

FFL +700mm

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

100mm thk. VDF Flooring as per appr. specs.

C caping as per apprv. sample

CB2 in Elevation

CB2A

MID LANDING

1000mm High Railing Refer Detail C

STEP 2

STEP 1

CB2A

ISMC 150 (In slope)

MB4

MB1

MB4 In Elevation

FFL +4625mm

FFL +3145mm

MID LANDING SEATING

ISMB 525

Ground FFL Lvl +700 mm

ISMC 150 (In slope)

PLANTER BOX 13

125mm Thk. RCC Base

100mm thk. VDF Flooring as per appr. specs.

21-06-2021

STEP 2

100mm thk. VDF Flooring as per appr. specs.

DATE :

CHECKED5mm BYthick : Perforated SR Metal sheet as per apprv. sample supported on MS framework. SCALE: REV NORefer : structural drg. 100mm thk. VDF Flooring as 1:75@A1 per appr. specs.

CB2A

ISMC 150 (In slope)

MB4

CB2A MB1

MID LANDING SEATING

MS box section framework. (Refer structure drg.)

DWG NO : -

ISMC 150 (In slope)

CB1

NAB FIRST FLOOR PLAN

MS box section framework. (Refer structure drg.)

DRAWN BY : KK

MB4

MB1

MB4 MB4

MB4 CB2

MB4 MB4

TOP LANDING

GROUND FLOOR PLAN + STRUCTURE GROUND FLOOR PLAN + STRUCTURE Staircase SCALEGround Plan1:50 1:50 FloorSCALE-

TOP LANDING

TREAD: 280mm RISER: 164mm WIDTH: 1800mm

CB1

NOTE: Landing edge to be aligned with Window edge

B A'

MID LANDING SEATING

PLANTER BOX

FFL +700mm

CB2A

ISMC 150

GROUND FLOOR PLAN + STRUCTURE SCALE- 1:50 ALIGN FFL +700mm 3

CB2

ISMC150 to be connected with base plate aligned with plinth beam. Refer structure drg.

5 ISMC150 to be connected with base plate aligned with plinth beam. Refer structure drg.

PLANTER BOX

NOTE: Landing edge to be aligned with Window edge

NOTE: All stringer ISMC 150 placed facing outwards.

AS/DET

FFL +4625mm

MID LANDING

ISMC150 to be connected with base plate aligned with plinth beam. Refer structure drg.

ISMC 150 (In slope)

ISMC 150

ISMC 150 (In slope)

ISMB 300

AS/DET CB1

AS/DET

TOP LANDING

Railing as per detail

ISMC 150 (In Slope- Refer Section)

ISMC 150 (in slope)

FFL +3145mm

13 NOTE: All stringer ISMC 150 placed facing outwards.

ISMB 300

AS/DET

DRAWING TITLE: STEP 3

ISMC CB2A300

FFL +3145mm

AS/DET

7210 7175

STEP 3

NOTE: Landing edge to be aligned with Window edge

CB1

Railing as per detail

LVL +3595mm

AS/DET

P6 P7

ISMC 150

ISMC 300

ISMC 150

ISMB 300

C/C Dim.

LVL +3595mm MID LANDING SEATING

C/C Dim.

ISMC 150

placed facing outwards.

MID LANDING 9

FFL +4625mm

ISMB 300 ISMB 19 300

ISMC150 150 ISMC 150 ISMC (In Slope- Refer Section)

ISMC 150

ISMC 150 (in slope)

ISMC 300

FFL +3145mm 21

PLANTER BOX NOTE: All stringer ISMC 150

MID LANDING SEATING 11 MID LANDING

17 16

ISMCISMC 300 150

ISMC 150 ISMC 150

ISMC 300

ISMB 300 13

ISMC 150 (in slope)

TOP LANDING

ISMB 300

FFL +4625mm TOP LANDING

600

9 10

CB1

Railing as per detail

DNRailing as per detail

24 Railing as per detail

PLANTER BOX

LVL +3595mm

MID LANDING SEATING MID LANDING

ISMC 150

ISMB 300

MB4 MB4

ISMC 150 (In slope)

TOP LANDING PLANTER BOX

D 4 C' 5

GOOD FOR CONSTRUCTION

MB4

Railing as per detail

FFL +4625mm

MB4

AS/SITE

2625

MB4

6200

ISMC 150 (In slope)

B A'

1 2

CB2

Railing as per detail

ISMC 150 (In slope)

DW4 Railing as4per detail DW5

CB1 0

ISMC 150 (In slope)

DW1

MB4

1400

CB2

ISMC 150 (In slope)

2400

VENTILATOR SCHEDULE

2400+FL

850

ISMC 300

D C'

1700

DOOR WINDOW SCHEDULE

36 Sunstar - NAB

D3A

5 6

ISMC 150 in Elevation (C facing outwards) 1 Covered with 5mm thick Perforated Metal sheet as per apprv. sample

Perforated M

ISMC 150 in Elevation apprv. sampl (C facing outwards) Covered with 5mm thickISMC Perforated 150 in El Metal sheet as per apprv. sample

(C facing out Covered with Metal sheet a

SECTION BB' SCALE- 1:30

Staircase Details

D3A

1700

2400+FL

850

2400

495

720

5440

AS/SITE

1400

DW2

8380

AS/DET

W10

1425

2400

DW3

5435

AS/DET

DW4

8380

AS/DET

DW5

6425

AS/DET

6200

AS/SITE

2400

2625

AS/SITE

2400

1220

AS/SITE

1400

3565

AS/SITE

1400

8250

AS/SITE

1400

2395

AS/SITE

1400

1 S

F.D.

410

540

TLP

FFL +104.613

A CL EXECUTIVE WASHROOM LAYOUT 1:25 CL

975

3110

150

Rev.

1200

Top of Tie FINISH Beam DUMMY PIPE AS/APPROVED +7755 AND VENDOR SHOP DWG(107.550M)

700

1000

500

PILLAR COCK AS/SELECTION SOAP DISPENSER PRE-LAMAS/SELECTION PARTITION

500

850

200

200 1000

Internal Elevation 2 4 A802

SECTION A 1:25

Top Of Beam +4400(104.40

MIRROR AS/SELECTION UNDER-COUNTER BASIN AS/SELECTION COUNTER AS/DESIGN URINAL PARTITION AS/APPROVED SHOP DWG URINAL AS/APPROVED SELECTION COUNTER TOP LVL +850 (FROM FFL)

WF TLP

FLOOR MOUNTED W.C. AS/ SELECTION

First Floor FFL +4625 (104.625M) First Floor T.O.S +4525 (104.525M)

LANDSCAPE CONSULTANT STUDIO 818

First Floor FF (104.625M) First Floor T.O +4525 (104.

PILLAR COCK AS/SELECTION

MEP CONSULTANT DJB CONSULTANTS

Top of Angul +7800 (107.8

Top of Tie Be +7755 (107.5

Top of Beam +7240 (107.2

Top Of Beam +4400(104.400M)

WF TLP

600x1200 SERVICE DOOR FOR ACCESS FLOOR MOUNTED W.C. AS/ SELECTION

HEALTH FAUCET AS/SELECTION 130

COUNTER AS/DESIGN

First Floor FFL +4625 (104.625M) URINAL PARTITION AS/APPROVED First Floor T.O.S SHOP DWG +4525 (104.525M) URINAL AS/APPROVED

410

310

410

125 MM FILLING IN SUNKEN AREA

410

140

TISSUE HOLDER AS/SELECTIO

First Floor FF (104.625M) First Floor T.O +4525 (104.

SELECTION

150

Top Of Beam COUNTER TOP LVL +850 +4400(104.400M) (FROM FFL)

WF TLP

650

Top of Beam +7240 (107.240M) PRE-LAM PARTITION AS/APPROVED SHOP DWG

STRUCTURAL CONSULTANT NNC DESIGN INTERNATIONAL B- 2, Jaswant Chamber, 16 Okhla,SK New Delhi, Delhi 110025 Contact Number: 011 2692 0197 email:nnc.mail7@gmail.com IN SUNKEN AREA 125 MM FILLING

UNDER-COUNTER BASIN UNDER-COUNTER BASIN AS/SELECTION AS/SELECTION

CL 850

Top of Tie Beam +7755 (107.550M)

1:25

COUNTER PILLAR AS/DESIGN COCK AS/SELECTION

2000

FLOOR MOUNTED W.C. AS/ SELECTION

390

125 MM FILLING IN SUNKEN AREA

SECTION A 1:25

Top of Angular Beam +7800 (107.800M)

COUNTER MIRROR TOP LVL AS/SELECTION +850 (FROM FFL)

4 A802

URINAL AS/APPROVED SELEC

AS/APPROVED SHOP DWG

125 MM FILLING IN SUNKEN AREA 800

Internal Elevation 1

600x1200 SERVICE DOOR FO ACCESS

Date

400

1000

Top of Beam +7240 (107.240M)

800

SECTION D 6 SK 1:25 SG A802

STUDIO LOTUS C CL L F-301, First Floor, Lado- Sarai Ch. Prem800Singh House, 800 New Delhi - 110030 Mobile (direct): +91-9437184477

600

150

850

1000 600

Top of Tie Be +7755 (107.5

CLIENT: SECTIONFORGE C 6 PRECISION SUNSTAR LTD.

Top of Angular Beam

MIRROR AS/SELECTION +7800 (107.800M)

Top of Angul +7800 (107.8

390

150

600

Top of Tie Beam +7755 (107.550M)

1005

400

SITE: GREATER NOIDA, UTTAR PRADESH

Top Of Beam +4400(104.400M)

Top of Beam +7240 (107.240M)

1000

21-06-2021

PROJECT:

2310

500

DATE :

460

WALL LIGHT AS/SELECTION

1920

SCALE: 1:75@A1

125 MM FILLING IN SUNKEN AREA NEW ADMINISTRATIVE BUILDING

1000

600

2310

REV NO :

Detail

A802

CHECKED BY :

DWG NO : -

PRINCIPAL DESIGN CONSULTANT

1005

DRAWN BY : KK

URINAL PARTITION AS/APPRO SHOP DWG

975

NAB FIRST FLOOR PLAN

PRE-LAM PARTITION WITH AC DOORS AS/APPROVED SHOP D

First Floor FFL +4625 (104.625M) First Floor T.O.S +4525 (104.525M)

2050

FLOOR MOUNTED W.C. AS/ SELECTION

Top of Angular Beam +7800 (107.800M)

EXECUTIVE WASHROOM - FINISHES LAYOUT 1:25

Top of Beam +7240 (107.2

1920

3 A802

AS/DET

1. AS/DET All dimensions are in millimeters. 1 2. AS/DET All levels are1 in millimeters. 12MM 3. AS/DET This drawing is 6 P4 4980 AS/DET 2 is a copyright and property of the architect, DROP not to -be produced, copied, handed over to third party or 7 P4A 6200 AS/DET AS/DET 1 used for 8 P5 600 AS/DET AS/DET - any2 other purpose other than for which it is 9 intended. P6 7210 AS/DET AS/DET 1 10 4. AS/DET This drawing P7 AS/DET 1 is to be read and not to be scaled. 7175 5. All dimensions shall be verified on site prior to start of work any discrepancy shall be brought to the notice of the Architect. 6. The Contractor must check all dimensions and details and C be responsible Lfor the same. Any discrepancy shall be EQ notice of the Project Manager. EQ 7. This drawing shall be read in conjunction with all relevant architectural, structural CL and services drawings. Any discrepancy noticed F.T. shall be brought to the attention of the consultants and resolved as soon as possible, but always prior to procurement / execution of works. 8. All the services ducts / cut-outs are to be covered after services provisions. 9. Drawing approval is for the conformity with outline design intent and doesLAYOUT not relieve the contractor/ subcontractor EXECUTIVE WASHROOM - FLOORING 2 from full responsibility for the accuracy, integration and A802 1:25 fitness for purpose of design. 10. Contractor to revert back within 7 working days of receiving the drawings on any coordination and 2' 1' If otherwise it 1 buildability issues to the Project Manager. would be deemed that they have understood and accepted the drawing/design and own full responsibility 1975 2050 975 for the works carried out accordingly.

COUNTER AS/DESIGN 600

HT: 75-BOFC

AS/DET

400

AS/DET

2045

DRAWING TITLE:

COUNTER TOP +LVL 850 (FROM FFL)

1975

2' SG HT: 0-75

6650

390

SECTION B 1:25 SK

AS/DET

P2A

GOOD FOR CONSTRUCTION

FFL +104.613

400

4 A802

1975

6650

NOTE:0

UNDER-COUNTER BASIN AS/SELECTION

Flooring Layout - Plan D 2

1500

PILLAR COCK AS/SELECTION

EXECUTIVE WASHROOM - FLOORING LAYOUT 125 MM FILLING IN SUNKEN AREA 1:25

2 A802

2050

HAND-DRYER AS/SELECTION

850

2050

P1A

Het Shah - Selected Works 37

VDF

MIRROR AS/SELECTION

MT CL

1455

F.T.

300

390

1485

WF TLP HT: 75-BOFC

1500

PRE-LAM PARTITION AS/APPROVED SHOP DWG

12MM DROP

SG HT: 0-75 WF

3015

WF TLP

Top of Beam +7240 (107.240M)

FFL +104.613

Top of Tie Beam +7755 (107.550M)

VDF

900

PARTITION SCHEDULE

1000

Top of Angular Beam +7800 (107.800M) 2

2050

U.T. 150

1975

1 A802

130

400

600

AS/DET

390

150

995

AS/DET

650

F.T.

8380

975

1000

DW1

305

995

1400

1975

CL 2000

1400

AS/SITE

VENTILATOR SCHEDULE

1975

495

305

2050

1910

2310

975

1400

AS/SITE

8380

300

450

AS/SITE

8380

650

5440

3110

EXECUTIVE TOILET 2985X4840 MM

305

First Floor FFL +4625 (104.625M) First Floor T.O.S +4525 (104.525M) Top Of Beam +4400(104.400M)

Top Of Beam +4400(104.40

GOOD FOR CONSTRUCTION SECTION E 6 A802

1:25

DRAWING TITLE: EXECUTIVE TOILET DETAIL SHEET 1 DRAWN BY : KK DWG NO :

CHECKED BY :

800

DOOR WINDOW SCHEDULE

6 7

SR SCALE:

Toilet Details

JAMB FINISH AS/DESIGN

DETAIL 10X10MM PRECOATEDVENDOR MS SOLID BAR BEADING WELDED TO MS FRAME 50MMx25MM M.S. FRAME

MS COVERING PLATE BOLTED TO SHUTTER FRAME AS/ OPENING

50MMx25MM M.S. FRAME HINGE AS/SELECTION

DETAIL 04

OUTSIDE 10X10MM PRECOATED

MS SOLID BAR BEADING Fixing 05 Detail 02 FIXING DETAIL 07 FIXING DETAIL FIXED BY 0204

HE 25 25 25

750

250 25 750

HEIGHT AS/DOOR SCHEDULE

25 25 BALANCE

BALANCE

250 HEIGHT AS/DOOR SCHEDULE 25

BALANCE

HEIGHT AS/DOOR SCHEDULE

250

50MMx25MM M.S. FRAME

Scale: 1:2

DETAIL D5AS/SELECTION HINGE ELEVATION FOR DOOR 100 Scale: 1:20

SECTION A

10 25 10 10 25 10

Scale: 1:10

DETAIL FOR DOOR D3

Scale: 1:20

2MM SPACING FOR RUBBER GASKET JAMB FINISH AS/DESIGN AS/VENDOR

50MMx25MM M.S. FRAME

ELEVATION INTERIOR CLADDING AS/DESIGN SGL PANEL (6MM THK) AS PER APPROVED SPECS 10X10MM PRECOATED MS SOLID BAR 5MMx5MM GROOVE FILLED WITH PUTTY BEADING FIXED BY COUNTERSUNK SCREW MS SOLID BAR 10X10MM PRECOATED JAMBTO FINISH AS/DESIGN MSWELDED FRAME BEADING TO MS FRAME 50MMx25MM M.S. FRAME 250x100x50 M.S. HANDLE AS/VENDOR DETAIL 2MMBOXED SPACING FOR RUBBER GASKET 50MMx25MM M.S. FRAME 200x25 CUTOUT IN M.S. BOXING FORAS/VENDOR GRIP AS/DESIGN MS COVERING PLATE BOLTED TO SHUTTER 10X10MM PRECOATED MS SOLID BAR BEADING FIXED BY FRAME (SINGLE SIDE) COUNTERSUNK SCREW TO SPECS MS FRAME SGL PANEL (6MM THK) AS PER APPROVED 10 25 10 2MM SPACING FOR RUBBER GASKET AS/VENDOR 10X10MM PRECOATED MS SOLID BAR SGL PANELBEADING (6MM THK) AS PER APPROVED SPECS 10 25 10 WELDED TO MS FRAME 10X10MM PRECOATED MS SOLID BAR BEADING WELDED 50MMx25MM M.S. TOFRAME MS FRAME 200x25 CUTOUT IN M.S. BOXING FOR GRIP AS/DESIGN MS COVERING PLATE50MMx25MM BOLTED TO SHUTTER M.S. FRAME FRAME MS COVERING PLATE BOLTED TO SHUTTER FRAME LGFS WALL AS/ VENDOR

Fixing Detail 03 0805 06 FIXING FIXING DETAILDETAIL 05

Scale: 1:4Scale: 1:2

Scale: COUNTERSUNK Scale:1:2 1:10 SCREW TO MS FRAME (INSIDE) & WELDING (OUTSIDE)100

MS COVERING PLATE BOLTED TO SHUTTER

10X10MM PRECOATED MS SOLID BAR BEADING WELDED TO MS FRAME

PLINTH FIN LVL + 675

BEADING FIXED BY COUNTERSUNK SCREW TO MS FRAME

10X10MM PRECOATED MS SOLID BAR BEADING WELDED TO MS FRAME

750

FIXING DETAIL 02

SECTION B

FFL LVL + 700

LGFS WALL AS/ VENDOR 10X10MM PRECOATED MS SOLID BAR INTERIOR CLADDING AS/DESIGN BEADING FIXED BY COUNTERSUNK SCREW 5MMx5MM GROOVE FILLED WITH PUTTY TO MS FRAME

5MMx5MM GROOVE FILLED WITH 10X10MM PUTTY PRECOATED MS SOLID BAR

SGL (6MM THK) AS/ PER APPROVED SPECS SGL PANEL AS/ APPROVED SPECS INSIDE SGL PANEL (6MM THK) AS PER APPROVED SPECS DETAIL 05 250 x 100 x 50 M.S. BOX HANDEL AS/

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

Scale: 1:10

50MMx25MM M.S. FRAME

50MMx25MM M.S. FRAME AS/ APPR. (EXTERNAL FRAME) 2MMFINISH SPACING FOR RUBBER GASKET 2MM SPACING FOR RUBBER GASKET AS/VENDOR 50MMx25MM AS/VENDOR M.S. FRAME AS/ APPR. FINISH(SHUTTER)

SECTION A SGL PANEL AS/ APPROVED SPECS

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

250 750

FFL M.S. 50MMx25MM FRAME 2MM SPACING FOR RUBBER GASKET AS/VENDOR HINGE AS/SELECTION

FIXING DETAIL 04

INTERIOR CLADDING AS/DESIGN 50MMx25MM M.S. FRAME

10X10MM PRECOATED MS SOLID BAR BEADING FIXED BY COUNTERSUNK SCREW AS/DESIGN JAMB FINISH TO MS FRAME

750

BALANCE

25 25 25

25 250 25 25

HEIGHT AS/DOOR SCHEDULE

25 925

(6MM THK)

FIXING DETAIL 04

JAMB FINISH AS/DESIGN

DETAIL 05

JAMB FINISH AS/DESIGN

50MMx25MM M.S. FRAME M.S. PLATE COVERING LGFS WALLPRECOATED AS/ VENDORMS SOLID BAR 10X10MM BEADING FIXED BY COUNTERSUNK SCREW INTERIOR CLADDING AS/DESIGN SGL PANEL (6MM THK) AS PER APPROVED SPECS TO MS FRAME 5MMx5MM GROOVE FILLED WITH PUTTY DETAIL 06 10X10MM PRECOATED MS SOLID BAR BEADING WELDED TO MS FRAME 2MM SPACING FOR RUBBER GASKET HEAT STRENGTHENED SGL HEAT STRENGTHENED SGL JAMB FINISH AS/DESIGN AS/ APPROVED SPEC. AS/ APPROVED SPEC. AS/VENDOR 50MMx25MM M.S. FRAME (6MM THK) (6MM THK) 375 375 50MMx25MM M.S. FRAME 10X10MM MS SOLID MS COVERING PLATE BOLTED TO SHUTTER SGL PANELPRECOATED AS/ APPROVED SPECSBAR 50 50 BEADING FIXED BY COUNTERSUNK SCREW FRAME 10X10MM PRECOATED MS SOLID BAR HEAT STRENGTHENED SGL HEAT STRENGTHENED SGL TO MS FRAME AS/ APPROVED SPEC. AS/ APPROVED SPEC. BEADING WELDED TO MS FRAME (6MM THK)

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

200

5MMx5MM GROOVE FILLED WITH PUTTY

925

BALANCE

25 250 750 25

INTERIOR CLADDING AS/DESIGN

5MMx5MM GROOVE FILLED WITH PUTTY

HEAT STRENGTHENED SGL 50 AS/ APPROVED SPEC. (6MM THK)

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

INTERIOR CLADDING AS/DESIGN

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

2MM SPACING FOR RUBBER GASKET HEAT STRENGTHENED SGL AS/ APPROVED SPEC. AS/VENDOR (6MM THK) 455

0504 Fixing Detail

LGFS WALL AS/ VENDOR

10X10MM PRECOATED MS SOLID BAR BEADING FIXED BY COUNTERSUNK SCREW TO MS FRAME HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

ELEVATION

DETAIL FOR DOOR D2

Scale: 1:20

JAMB FINISH AS/DESIGN

Scale: 1:20

PLINTH FINISH LVL + 675

DETAIL 0

SECTION B

FFL LVL + 700

250 x 100 x 60 M.S. BOX HAND AS/ VENDOR DETAIL

MS COVERING PLATE BOLTED TO SHUTTER DETAIL 02

LGFS WALL AS/ VENDOR

50MMx25MM M.S. FRAME

SECTION A

Scale: 1:10

DETAIL FOR DOOR D3 ELEVATION

SECTION B

750

FIXING DETAIL 01

SECTION A

Door Detail - Plans, Sections, Elevation 01

25 25

250

MS COVERING PLATE BOLTED TO SHUTTER

HEAT STRENGTHENED SGL 10X10MM PRECOATED AS/ APPROVED SPEC. THK) MS SOLID BAR(6MM BEADING FIXED BY COUNTERSUNK SCREW ELEVATIONTO MS FRAME (INSIDE) & WELDING (OUTSIDE) HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

50 HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

Scale: 1:10

BALANCE 25

5MMx5MM GROOVE FILLED WITH PUTTY

DETAIL 05

750

450

DETAIL 04

250

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

INTERIOR CLADDING AS/DESIGN Detailed Plan 04 FIXING DETAIL 01

AS/ OPENING

DETAIL 05

750

BALANCE

375

750

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

250

25 250

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

750

HEIGHT AS/DOOR SCHEDULE

50MMx25MM M.S. FRAME AS/ APPR. FINISH(SHUTTER) SGL (6MM THK) AS/ PER APPROVED SPECS HEAT STRENGTHENED SGL HEAT STRENGTHENED SGL AS/ APPROVED SPEC. AS/ APPROVED SPEC. HANDEL AS/ 250 x 100 x 50 M.S. BOX (6MM THK) (6MM THK) VENDOR DETAIL DETAIL 06

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

HEIGHT AS/DOOR SCHEDULE

50MMx25MM M.S. FRAME AS/ APPR. FINISH (EXTERNAL FRAME)

25 925 250

HEIGHT AS/DOOR SCHEDULE

BALANCE BALANCE HEIGHT AS/DOOR SCHEDULE

JAMB FINISH AS/DESIGN

OUTSIDE

925

HEIGHT AS/DOOR SCHEDULE

25 25

5MMx5MM GROOVE FILLED WITH PUTTY

10X10MM PRECOATED FIXING DETAIL 01 BAR BEADING MS SOLID FIXED BY Scale: 1:10 COUNTERSUNK SCREW TO MS FRAME (INSIDE) & WELDING (OUTSIDE)

DETAIL 02 25

DETAIL 02

INTERIOR CLADDING AS/DESIGN

INSIDE

250 x 100 x 60 M.S. BOX HANDEL AS/ VENDOR DETAIL

SECTION A

25 HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

02 OUTSIDE

(REF. DETAILScale: 01) 1:20

OUTSIDE

DETAIL 02

10X10MM PRECOATED MS COVERING PLATEHEAT STRENGTHENED SGL AS/ APPROVED SPEC. CL MS SOLID BAR CL BEADING CLBOLTED TO SHUTTER 25 25 25 (6MM THK) FIXED 04 BY DETAIL M.S. PLATE COVERING DETAIL 06DETAIL 02 COUNTERSUNK SCREW DETAILTO FOR DOOR D3 MS FRAME PLAN AT (INSIDE) LVL: +900 & WELDING (OUTSIDE) Scale: 1:20 A

DETAIL 02

250 x 100 x 60 M.S. BOX HANDEL AS/ VENDOR DETAIL

DETAIL FOR DOOR D2 PLAN AT LVL: +900

M.S. PLATE COVERING

EQUAL

OUTSIDE

250 x 100 x 60 M.S. BOX HANDEL AS/ VENDOR DETAIL

EQUAL

DETAIL 05

250 x 100 x 60 M.S. BOX HANDEL 250 x 60 DETAIL AS/x 100 VENDOR M.S. BOX HANDEL AS/ VENDOR DETAIL

1700 25 25 ELEVATION PLAN AT LVL: 100 100+900 (REF. DETAIL 01) AS/ OPENING

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

M.S. PLATE COVERING

OUTSIDE INSIDE

250 925

25 OUTSIDE

HEIGHT AS/DOOR SCHEDULE

SECTION B

1050M.S. FRAME 50MMx25MM AS/ APPR. FINISH(SHUTTER) DETAIL 25 03 25 SGL (6MM THK) AS/ PER APPROVED SPECS BALANCE 100 AS/ OPENING PLAN AT LVL: +600 HEAT STRENGTHENED HEAT STRENGTHENED SGL 250 AS/ x APPROVED 100 x 50 M.S. BOX HANDEL AS/ SGL AS/ APPROVED SPEC. SPEC. 25 25 (6MM THK) (6MM THK) VENDOR DETAIL DETAIL 04

INSIDE

DETAIL 04

SECTION A

50MMx25MM M.S. FRAME AS/ APPR. FINISH (EXTERNAL FRAME)

PLINTH FINISH LVL + 675

250

HEIGHT AS/DOOR SCH

HEIG 25 250 25 750

INSIDE

DETAIL 06

25 25 ELEVATION PLAN 100AT LVL: +900

AS/ APPROVED SPEC.

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. 25 (6MM25 THK)

FFL LVL + 700

OUTSIDE

DETAIL 02

HEIGHT AS/DOOR SCHEDULE

BALANCE

INSIDE

AS/ APPROVED SPEC.

(6MM THK) M.S. FRAME (6MM THK) 50MMx25MM AS/ FINISH(SHUTTER) INTERIOR CLADDING AS/DESIGN 375 375APPR. 1700 SGL (6MM THK) AS/ APPROVED SPECS 25 PER 25 25 5MMx5MM 25 GROOVE FILLED WITH PUTTY DETAIL 02 50 DETAIL 05 250 x 100 x 50 M.S. 50 BOX HANDEL AS/ EQUAL EQUAL PLAN AT LVL: +600 VENDOR DETAIL JAMB FINISH AS/DESIGN

750

EQUAL

100

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

1050 M.S. PLATE COVERING

HEIG

250

100

BALANCE

EQUAL PLAN AT LVL: +600

INSIDE DETAIL 04

1050

5MMx5MM GROOVE FILLED WITH PUTTY 25 25 HEAT25STRENGTHENED SGL HEAT STRENGTHENED SGL AS/ APPROVED SPEC. AS/ APPROVED SPEC. 02 DETAIL EQ (6MM THK) EQ (6MM THK) JAMB FINISH AS/DESIGN DETAIL 06 50MMx25MM M.S. FRAME AS/ APPR. FINISH (EXTERNAL FRAME) HEAT STRENGTHENED SGL HEAT STRENGTHENED SGL

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

INSIDE

250 x 100 x 60 M.S. BOX HANDEL AS/ VENDOR DETAIL

1700 25 25

OUTSIDE

PLAN AT LVL: +600

INSIDE

DETAIL 03 50 DETAIL 02

INSIDE

HEAT STRENGTHENED SGL AS/ APPROVED SPEC.

DETAIL (6MM 04 THK) 25

OUTSIDE

450

Scale: 1:20

DETAIL 04

DETAIL 02

250 750

925

OUTSIDE

EQUAL

DETAIL 05

BALANCE

INSIDE

750

DETAIL 04

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

HEAT STRENGTHENED SGL 1050 AS/ APPROVED SPEC. (6MM THK)

25 25

1700

EQUAL

38 Sunstar - NAB OUTSIDE

HEAT STRENGTHENED SGL AS/ APPROVED SPEC. (6MM THK)

HEIGHT AS/DOOR SCH

INSIDE

DETAIL 04

FIXING DETAIL 01 Scale: 1:10

10 25 10 10 25 10

FIXING DETAIL 02

Door Detail

Scale: 1:2 25

100

SECT

EX COL EX

EXTERIOR FINISH NAB01 EX01

PANEL 01

D300

PANEL 29

PANEL 12

PANEL 29

EXTERIOR FINISH NAB01 EX02

GL1

MD1

EXTERIOR FINISH NAB01 EX01

GL1

EXTERIOR FINISH NAB01 EX01

EXTERIOR FINISH NAB01 EX02

Het Shah - Selected Works 39

ELEVATION A 1:75

1705

Top of Structural Ridge +11.250M (111.250M)

PANEL 11 (AS PER SITE)

PANEL 10 (AS PER SITE)

PANEL 08

PANEL 07

PANEL 09 (AS PER SITE)

PANEL 07

PANEL 09 (AS PER SITE)

PANEL 07

PANEL 11 (AS PER SITE)

PANEL 10 (AS PER SITE)

PANEL 07

GD 02

Top of Beam +8700 (108.700M)

GD 01

PANEL 08

4915

PANEL 25 (AS PER SITE)

EXTERIOR FINISH NAB01 EX03

GL1

Top of Beam +7240 (107.240M)

V2A

PANEL 05

First Floor FFL +4625 (104.625M)

EXTERIOR FINISH NAB01 EX06

PANEL 06

First Floor T.O.S +4525 (104.525M)

EXTERIOR FINISH NAB01 EX05

PANEL 04

PANEL 03

PANEL 04

EX PANEL 26 (AS PER SITE)

D3 PANEL 24

PANEL 02

PANEL 01

Top Of Beam +4400(104.400M)

GL1

EXTERIOR FINISH NAB01 EX07

EXTERIOR FINISH NAB01 EX03

EX COL EXTERIOR FINISH NAB01 EX04

EXTERIOR FINISH NAB01 EX07

Top of Tie Beam +7755 (107.755M)

PANEL 24

PANEL 06

EX CSB

EXTERIOR FINISH NAB01 EX03

Top of Angular Beam +7800 (107.800M)

EXTERIOR FINISH NAB01 EX06

3925

RD 01

Top of Beam +9740 (109.740M)

PANEL 02

Ground FFL Level +700 mm (100.700M) Top of Slab +525 (100.525M) Top of Plinth Beam +325 mm (100.325M) Proposed Landscape Level +300 mm (100.300M) 2

D301

ELEVATION B 1:50

Exsiting Road Level ±00 mm (100.0M)

NW Elevation - Finishes

Cladding Detail - Elevation

Selected Extras Images from other projects

For an in depth dive into the project follow the link:

https://www.behance.net/gallery/188082559/Space-making-Revival-of-Kaleshwari-Temple-Complex

Het Shah - Selected Works 41

Space Making through Natural Elements: Revival of Kaleshwari Temple Complex

Hidimba Forest, Gujarat Undergraduate Thesis (2023) Guided by Ar. Yatin Pandya

42 Selected Extras

Re-Imagining the Development Guidelines of Sector-22 Chandigarh, Punjab - Haryana Urban Design Studio (2022)

Executive Bungalow Dehradun, Uttarakhand Studio Lotus (2023)

Het Shah - Selected Works 43

44 Selected Extras

Cultivating the Urban Fabric

Vadodara, Gujarat NASA G - Sen Trophy (2021) Trophy Head

Portfolio Vol. 1

Het Shah - Selected Works 45

(2019 - 2021)

Link to the entire portfolio:

https://www.behance.net/gallery/188087049/Architecture-Portfolio-Vol-1

Het Shah Anand, Gujarat, India (+91) 88669 66303 hetshah2121@gmail.com