Rajamanickam by Raja G

R A JAMANICK AM A R C H I T E C T U R E

P O R T F O L I O

PROFESSIONAL PROJECTS • • • • •

Gated community villas (Godrej Gold County, India) Hostel (Amararaja properties, India) Vertical housing (Marigold properties, India) Educational (National institute of technology, India) Apartment (GSPL Properties, India)

UNDER GRADUATE ACADEMIC PROJECTS • Research park - thesis , chennai, India • Information technology building, India

WORKSHOPS • Creased Shell structure with Aluminum (Architecture Association Visiting School,India)

POST GRADUATE ACADEMIC PROJECTS • Autonomy of communication (Rundgang 2014, Frankfurt, Germany) • Orchestra depth of light (Luminale 2014, Frankfurt, Germany) • Visitors Center (Design Proposal, Germany)

CONTENTS OF SELCTED WORKS

PROFESSIONAL WORKS

This is a Gated Community Villa Project is Located in 12 acre site at Bangalore, India. There are 87 Villas with personal Landscaped Garden. The Villas are categorized in to 4 types based on the areas. The gated community also has a clubhouse in it.

In this process of doing detail drawings and coordinating in the site, I came to know the construction methodology on Ground and perceived the process of design getting converted in to reality

I was involved in the design development team for the 4 type of Villas and Club house. In addition to it, I also worked on the detailing, construction drawing, Bill of quantities and Digital model.

S1 S2

GODREJ GOLD COUNTY -VILLA, INDIA

LEGEND

100 MM RCC WALL Sec THICK 4 AR- 203

KEY PLAN

AR- 302

Sec 3 AR- 202

Sec 2 AR- 201

150 MM THICK RCC WALL

12000 S3

S3 S1

ELEVATION 3

PE4

Sec 1 AR- 200 S1

S3 S1

100 MM THICK BLOCK WORK WALL

400

1600

2700 150 MM THICK BLOCK WORK WALL

1100

2800

1670

1730

1600

400

PE3

PE4

2700

Sec 1 AR- 200

12000

ELEVATION 3 1100

Sec 2 AR- 201

AR- 302

1730 S3

1670

2800

PE2

Sec 3 AR- 202

Sec 4 AR- 203

PE3

S1 S2

200 MM THICK BLOCK WORK WALL

1440 SET BACK

5200

ROAD

AR- 300

900

750

1500

1900

300

1500

1300

900

1200

1300

900

1200

2200 2200

1200

1185

1300

900

1000

1200

2385

7002200 2200

1300

900

2200

W10

4730

3750

150

3900

600

1200

1000

2200

600

2200

2500 X 3650

DESCRIPTION PHE SHAFT

NAME

WIDTH OF OPENING

DEPTH OF OPENING

900 mm 1450 mm

400 mm

PHE SHAFT 3

400 mm

175 mm

PHE SHAFT 4

850 mm

450 mm

1000

PHE SHAFT 1 PHE SHAFT 2

250 mm

2500

1300

1150

500

400

200

750 2600

1200

200

PHE CONSULTANTS : 7900

PRISM CONSULTANCY

135/2, 11th Cross, First Floor, Malleshwaram, Bangalore - 560 003. BEDROOM 3 Tel : 080-23449432 / 2356 0141 5200 X 3800 E-mail ID: prismbangalore@gmail.com E-mail ID: prismconsultant@yahoo.co.in

5 HE 8 C K

600

450

M/s. P.G PATKI ARCHITECTS PVT LTD.,

1st Floor,Calcot House, 8, Tamarind Lane, Fort Mumbai-400 001.India Tel: + 91 22 61408888/22049182/22047014 / 22047015 Fax:+91 22 22047261 ELECTRICAL CONSULTANTS:

5200

#3306,8th Cross,12th Main, HAL 2nd Stage,Indira Nagar, Bangalore-560 008. E-MAIL: projects@proconengineers.com

DW1

TERRACE

PROJECT NAME:

5250 x 1350

GODREJ GOLD COUNTY

Villas on Residential Layout at SY.NOS - 52 - 68 Chikkabidarakalu Village, 5250 Dasanapura Hobli,Bangalore North Taluk, Karnataka. SLAB SUNK BY 50MM SCALE

DATE

1 : 50

14 - 04 - 12

DWG SPECIFIC NORTH

DRAWING STATUS:

PE1

CANOPY PROJECTION BELOW TO SEPARATE DETAIL

GOOD FOR CONSTRUCTION 1470

DRAWING TITLE:

PE4

C - TYPE SUNSHADE TO SEPARATE DETAIL

LANDSCAPE ARCHITECTS :

PROCON ENGINEERS

SCHEDULE OF OPENINGS FOR SHAFT

2260

2160

600

FGL : +00

2200

2050

1560

RWDP

2200

SSL : + 5070 150 2200 FFL :955 + 5120 1705

1000 2700

CANOPY PROJECTION ABOVE

ELEVATION 1

FGL : +00

PE3

ENTRANCE STEPS TO SEPARATE DETAIL

2160 SET BACK

SLOPE - 1: 12 STEPPED RAMP TO SEPERATE DETAIL

23 8 CH 0 EC K

PE1

600

FGL : +300

2200 2200

200

800

PHE SHAFT 3

2260

SLAB PROJECTION LINE

2200 2200 2500 2200 SUNK BY 325MM 2200 SLAB

1000 900

1900

1000

1375 # G - 11 & 12 No. 37 Ramanashree Chambers, Cubbon Road, Bangalore - 560 001. PH : +91 80 22215666 / 22270153 1400

5300

UP CONSULTANTS PRASAD

2500

2400

1500

2400

600

270

SUNKEN SLAB ABOVE

700

1200

W10

2200

3200

WALK IN WARDROBE

1400

350

2200

150

TOILET

1200

900

SLAB SUNK BY 325MM900 W8 900 1000 C - TYPE SUNSHADE VENTILATORS TO SEPARATE DETAIL

150

STRUCTURAL CONSULTANTS:

ELEVAT

1000

3800

2200

Sec 8 AR- 207

200

1500 2050

3400

1350

SSL : +450 FFL : + 500

Sec 8 AR- 207

3200 X 4400

2250

2700 SET BACK

5200 X 4700

WINDOWS

1825

4700

1825

3350

200

1875

8200 5500

LIVING ROOM

SSL : +450

2050

1550

PHE SHAFT 4

FGL : +150

2050

2900

DW3

3125

LINTEL LEVEL

5200

DW2

DOORS

5000

2450

1650

DW1

SILL LEVEL

3650

600

2700

1875

DESCRIPTION

MID LANDING WIDTH OF HEIGHT OF LVL : OPENING + 5070 OPENING

NAME

600

1500

225

FAMILY ROOM

1st Floor,Calcot House, 8, SSL : + 3750 Tamarind Lane, DN FFL :001.India + 3800 Fort Mumbai-400 Tel: + 91 22 61408888/22049182/22047014 / 22047015 Fax:+91 22 22047261

SCHEDULE OF OPENINGS

C - TYPE GLAZED SUNSHADE TO DOOR SEPARATE DETAIL

PHE SHAFT 3

C - TYPE SUNSHADE TO SEPARATE DETAIL

GODREJ PROPERTIES LIMITED

InFORM ARCHITECTS PVT. LTD

950

350

300

STAIRCASE TO SEPERATE #422,Second Floor,9th Main Road Banashankari IInd Stage 29 DETAIL Bangalore-560 070.Ph/Fax: 080-26713360/61/62 27 25 23 Email: 21 ggc@informarchitects.com

1450

3125

3250 x 2450

GENERAL NOTES:

1. WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. 2. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. DW2 3. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. 4. WRITTEN DIMENSIONS TO BE FOLLOWED. 5. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. 6. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . 7. DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

M/s. P.G PATKI ARCHITECTS PVT LTD.,

Sec 6 AR- 205

1200

850

600

1000 1200

200

SLAB FOLD LINE ABOVE

GARAGE SLAB BELOW

TERRACE

RWDP

IMPORTANT

ABBREVIATIONS: PFL - PLOT FORMATION LEVEL LVL - LEVEL SSL - STRUCTURAL SLAB LEVEL FFL - FINISHED FLOOR LEVEL D - DOOR W - WINDOW DW - DOOR CUM WINDOW V - VENTILATOR GL - GLAZING SK - SKYLIGHT ELEV - ELEVATION RWDP - RAIN WATER DOWN PIPE FFL TO BE CONSIDERED AT +50MM FROM SSL ALL ARCHITECTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH RELEVANT STRUCTURE AND SERVICES DRAWINGS AND ANY DISCREPANCIES TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT FOR RESOLUTION

302, Embassy Classic, 3rd Floor, 11, Vital Mallaya Road, Bangalore - 560 001. Tel: +91 200 80 67617800, +91 80 43545555 D2 SLAB SUNK BY 75MM

T = 275 MM R = 165 MM

200

SLAB SUNK BY 50MM

DESIGN DEVELOPMENT ARCHITECTS :

3500

300 PROJECT SPECIFIC NOTES:

100

850

900

200

AR- 303 ELEVATION 4AR- 301 ELEVATION 2

18000

900

3300

3500

STAIRCASE TO SEPERATE DETAIL

CONCEPT DESIGN ARCHITECTS :

Sec 5 AR- 204

DINING

S3 S1

3250

CLIENT:

NO OF RISERS - 20

4600 X 3500

PHE SHAFT 1

PHE SHAFT 2

1200

T = 275 MM R = 165 MM

2800

2800 X 1500

1200

TOILET

600

ION 4

Sec 6 AR- 205

3200

NO OF RISERS - 20

1700

1700 3200

650

600

3300

200

Sec 5 AR- 204

SEMI PEDESTAL WASH BASIN

SUNKEN SLAB ABOVE C - TYPE SUNSHADE TO SEPARATE DETAIL

3300

EXHAUST ABOVE

1000

850

1500

1800X 1500

200

250

200 100

PHE SHAFT 2

FFL : +200

S3 S1

475

1540 1850 5290

1650 3350

1650

450

1850 1700 1650

TOILET

S3 S1

1. • • • • • • • • • • • • 2. 3.

OPEN KITCHEN 3200 X 3200

1800 V1

Sec 7 AR- 206

1300

2200

FLAT TYPE SUNSHADE TO SEPARATE DETAIL

4500 X 3350

3500

SUNKEN SLAB ABOVE

1400

BEDROOM 2

4500 X 3350

2500 X 5290

900

1300

GARAGE

BEDROOM 1

1800 x 1650

800

4500

UTILITY ROOM

1300 x 1650

B Sec 7 AR- 206

TOILET

200

DATE 14.04.12

ISSUED AS GFC

FLAT TYPE SUNSHADE TO SEPARATE DETAIL 200

4500

500

2500

C - TYPE SUNSHADE TO SEPARATE DESCRIPTION DETAIL

REVISIONS: SL.NO

800

60 30 K EC CH

UP W9

LEVEL INDICATOR

200

FFL : +300

200

FGL : +150

1000 SET BACK

53 17 C K E CH

1540

RCC COLUMN

RETAINING WALL AS PER STRUCTURAL DETAIL

GROUND FLOOR PLAN

PE1

ELEVATION 1

PE3

VILLA TYPE 1

S2a

PLOT NO

DRAWING NO 3

AR- 300

GGC/S2/WD/ AR-100

REVISION5

PE4

GODREJ GOLD COUNTY -VILLA, INDIA

LEGEND

KEY PLAN 100 MM THICK RCC WALL 150 MM THICK RCC WALL

S3 S1

CIVIC AMENITIES

S3 S1

R O A D

S1 S1

S2 S1

R O A D

S2 S2

S1 S1

W I D E

S3 S3

15 M

150 MM THICK BLOCK WORK WALL

R O A D

W I D E

1 3.1

FUTURE DEVELOPMENT

PLOT FOR SERVICES

1 3 .1 0M W I D E

100 MM THICK BLOCK WORK WALL

S1 S2

200 MM THICK BLOCK WORK WALL

R O A D

W I D E

R O A D

1 2 M

W I D E

R O A D

W I D E

R O A D

1 5 M

S3 S3

14.04.12

ISSUED AS GFC

W I D E

1 3. 1 0 M

O.S.

S3 S1

S3 S2

DATE

4060

CLUB HOUSE

DESCRIPTION

1825

REVISIONS: SL.NO

1875

PE1

3500

3350

3390

PE2

LEVEL INDICATOR

OPEN SPACE

1 3 .1 0M

15 M

OPEN SPACE

1 3 .1 0M W I D E

RCC COLUMN

1 2

W I D E

R O AD

OPEN SPACE

O.S.

F. K. ESTATE

710 950

TERRACE

1980 3300

3300

920

M/s. P.G PATKI ARCHITECTS PVT LTD.,

950

1st Floor,Calcot House, 8, Tamarind Lane, Fort Mumbai-400 001.India Tel: + 91 22 61408888/22049182/22047014 / 22047015 Fax:+91 22 22047261

150

DESIGN DEVELOPMENT ARCHITECTS :

MASTER BED SSL 5070

InFORM ARCHITECTS PVT. LTD #422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: ggc@informarchitects.com

CONCEALED BEAM AS PER STRUCTURAL DETAIL

SCHEDULE OF OPENINGS

225

900

CONCEPT DESIGN ARCHITECTS :

GLASS RAILING TO SEPARATE DETAIL

2075

1300 900

3300

1300

2050 1050

150

302, Embassy Classic, 3rd Floor, 11, Vital Mallaya Road, Bangalore - 560 001. Tel: +91 80 67617800, +91 80 43545555

DW1

DESCRIPTION

CANOPY PROJECTION TO SEPARATE DETAIL

INV BEAM AS PER STRUCTURAL DETAIL

GLAZED DOOR

2000 4620

DOORS

2050

2400

D1 WINDOWS

LIVING ROOM 450

OPEN KITCHEN

DINING

150

UTILITY ROOM

800

1200

450

GROUND FLOOR SSL 450

3300

2000

1000

2200

RETAINING WALL AS PER STRUCTURAL DETAIL

EXHAUST

2200

3300

GARAGE ROOF SSL 2800

4620

450

PLOT FORMATION LEVEL 0

GROUND FLOOR SSL 450

VENTILATORS

HEIGHT OF OPENING

SILL LEVEL

DW1

5200

2050

150

2200

DW2

2900

2050

150

2200

DW3

1550

2050

2200

1200

2400

1000

2200

1000

900

2200

800

2200

2700

2050

150

900

750

955

1705

1500

1900

300

2200

1500

1300

900

2200

1200

1300

900

2200

1200

1185

2385

900

1300

900

1000

1200

600

1300

900

2200

W10

4730

3750

150

3900

600

1200

1000

2200

NAME

WIDTH OF OPENING

2200

LINTEL LEVEL

2200 2200 2200 2200

2200 2200

PE1

STRUCTURAL CONSULTANTS:

PRASAD CONSULTANTS # G - 11 & 12 No. 37 Ramanashree Chambers, Cubbon Road, Bangalore - 560 001. PH : +91 80 22215666 / 22270153 PHE CONSULTANTS :

PRISM CONSULTANCY

135/2, 11th Cross, First Floor, Malleshwaram, Bangalore - 560 003. Tel : 080-23449432 / 2356 0141 E-mail ID: prismbangalore@gmail.com E-mail ID: prismconsultant@yahoo.co.in LANDSCAPE ARCHITECTS :

M/s. P.G PATKI ARCHITECTS PVT LTD.,

1st Floor,Calcot House, 8, Tamarind Lane, Fort Mumbai-400 001.India Tel: + 91 22 61408888/22049182/22047014 / 22047015 Fax:+91 22 22047261 ELECTRICAL CONSULTANTS:

PLOT FORMATION LEVEL 0

PROCON ENGINEERS SCHEDULE OF OPENINGS FOR SHAFT

PE2

GENERAL NOTES: 1. WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. 2. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. 3. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. 4. WRITTEN DIMENSIONS TO BE FOLLOWED. 5. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. 6. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . 7. DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

GODREJ PROPERTIES LIMITED

CLEAR GLASS FIXED WINDOW WITH GRILL

FAMILY ROOM

IMPORTANT

CLIENT:

955

150

GYM

TERRACE

FIRST FLOOR SSL 3750

TERRACE SILL TO SEPARATE DETAIL

WOODEN FALSE CEILING TO SEPARATE DETAIL

900

1050

3300

DW2

1. • • • • • • • • • • • • 2. 3.

MASTER BED ROOF SSL 8370

DW2

RAILING TO SEPARATE DETAIL

PROJECT SPECIFIC NOTES:

GLASS RAILING TO SEPARATE DETAIL

UTILITY

BALCONY

SECOND FLOOR SSL 7050

1300

750

3300

RAILING TO SEPARATE DETAIL 2050

3300

750

2280

600

TERRACE SSL 10350

300

710

ROOF OVER STAIR SSL 11060

DESCRIPTION PHE SHAFT

NAME

WIDTH OF OPENING

DEPTH OF OPENING

PHE SHAFT 1

900 mm

PHE SHAFT 2

1450 mm

400 mm

PHE SHAFT 3

400 mm

175 mm

PHE SHAFT 4

850 mm

250 mm

450 mm

#3306,8th Cross,12th Main, HAL 2nd Stage,Indira Nagar, Bangalore-560 008. E-MAIL: projects@proconengineers.com PROJECT NAME:

GODREJ GOLD COUNTY Villas on Residential Layout at SY.NOS - 52 - 68 Chikkabidarakalu Village, Dasanapura Hobli,Bangalore North Taluk, Karnataka. SCALE

DATE

1 : 50

14 - 04 - 12

DWG SPECIFIC NORTH

DRAWING STATUS:

GOOD FOR CONSTRUCTION DRAWING TITLE:

SECTION 1 VILLA TYPE

S2a

PLOT NO

DRAWING NO

GGC/S2/WD/ AR- 200

REVISION

GODREJ GOLD COUNTY -VILLA, INDIA











 













 

 









 

 













  

Villa Type - S2 (Ground Floor Plan)



   

Villa Type - S2 (First Floor Plan)



   

Villa Type - S2 (Second Floor Plan)

 

Villa Type - S2 (Front Elevation)

GODREJ GOLD COUNTY -VILLA, INDIA

W I

PROJECT SPECIFIC NOTES:

15 M

PARK & OPEN SPACE-1 ELEVATION - A 154593.98

10 EQUAL SUBDIVISIONS

6 EQUAL SUB DIVISIONS

96.43

8 EQUAL SUBDIVISIONS

REFER TO PLAN - A

REFER TO PLAN - B

96.52

96.50

96.52

96.55

96.60

96.62

96.64

96.67

96.69

96.79

1. • • • • • • • • • • • • 2. 3.

IMPORTANT

GENERAL NOTES:

1. WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. 2. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. 3. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. 4. WRITTEN DIMENSIONS TO BE FOLLOWED. 5. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. 6. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . 7. DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

LEGEND

PLAN

SCALE - 1:250

40 154593.98

10 EQUAL SUBDIVISIONS

6 EQUAL SUB DIVISIONS

8 EQUAL SUBDIVISIONS

REVISIONS: SL.NO DESCRIPTION R0 ISSUED TO SITE

TOP OF RETAINING WALL

DATE 26-06-12

TOP OF RETAINING WALL

FGL (REFER TO PLAN)

STAIRCASE AS PER LANDSCAPE DETAIL

FGL (REFER TO PLAN)

STAIRCASE AS PER LANDSCAPE DETAIL

ELEVATION - A SCALE - 1:250

6 EQUAL SUB DIVISIONS

FENCE TO SEPARATE DETAIL TOP OF RETAINING WALL

300

STAIRCASE AND RAILING AS PER LANDSCAPE DETAIL DRAWING

2 x EQ

FGL (REFER TO PLAN)

RETAINING WALL AS PER STRUCTURAL DRAWING

UP LIGHT AS PER ELECTRICAL CONSULTANT DETAIL DRAWING CONDUIT

TYPICAL ELEVATION SCALE - 1:50

CONDUIT

CLIENT: 18578.2

12000.0

9 EQUAL SUB DIVISIONS EQ

6 EQUAL SUB DIVISIONS EQ

1000.0

EQ1

1000.0

EQ1

16015.8

6 EQUAL SUB DIVISIONS EQ1

EQ1

150.0

EQ1

1000.0

2175.0 9

LANDING

STAIRCASE AS PER LANDSCAPE DETAIL

LANDING

96.46

96.43

96.73

EQ2

1000.0

EQ2

150.0

EQ2

302, Embassy Classic, 3rd Floor, 11, Vital Mallaya Road, Bangalore - 560 001. Tel: +91 80 67617800, +91 80 43545555

2175.0

1000.0

GODREJ PROPERTIES LIMITED

8 EQUAL SUB DIVISIONS

1000.0

150.0

12000.0

STAIRCASE AS PER LANDSCAPE DETAIL

PLAN - A

96.76

96.99

SCALE - 1:100

M/s. P.G PATKI ARCHITECTS PVT LTD., 1st Floor,Calcot House, 8, Tamarind Lane, Fort Mumbai-400 001.India Tel: + 91 22 61408888/22049182/22047014 / 22047015 Fax:+91 22 22047261

96.79

96.69

CONCEPT DESIGN ARCHITECTS :

PLAN - B

97.09

DESIGN DEVELOPMENT ARCHITECTS :

SCALE - 1:100

InFORM ARCHITECTS PVT. LTD REFER PLAN

EQ1

1000.0

EQ1

1000.0

EQ1

150.0

EQ1

P1 5

LANDING

FENCE AS PER DETAIL

STAIRCASE AS PER LANDSCAPE DETAIL DRAWING

100

REFER TO DETAIL - B

FFL

300

900

SSL ( Refer to Plan) 300

1000.0

2175.0 10

500

6 EQUAL SUB DIVISIONS

EQ1

FFL(as per landscape)

FGL

FGL (Refer To Plan)

40X40 2NOS L ANGLE

TOP OF FENCE

300

NGL

FGL

FFL(as per landscape) FGL (Refer to Plan)

FGL

RETAINING WALL AS PER STRUCTURAL DETAIL

8SWG GI CHAIN LINK

SECTION 02 SCALE - 1:20

135/2, 11th Cross, First Floor, Malleshwaram, Bangalore - 560 003. Tel : 080-23449432 / 2356 0141 E-mail ID: prismbangalore@gmail.com E-mail ID: prismconsultant@yahoo.co.in

1st Floor,Calcot House, 8, Tamarind Lane, Fort Mumbai-400 001.India Tel: + 91 22 61408888/22049182/22047014 / 22047015 Fax:+91 22 22047261

ELECTRICAL CONSULTANTS:

PROCON ENGINEERS

40X40 2NOS L ANGLE

8SWG GI CHAIN LINK

PLAN - P1 SCALE - 1:10

GODREJ GOLD COUNTY

SCALE

40X40 2NOS L ANGLE

100

50X50 2NOS L ANGLE

SECTION - 03 SCALE - 1:20

PROJECT NAME:

Villas on Residential Layout at SY.NOS - 52 - 68 Chikkabidarakalu Village, Dasanapura Hobli,Bangalore North Taluk, Karnataka.

8SWG GI CHAIN LINK

40X40 2NOS L ANGLE

RETAINING WALL AS PER STRUCTURAL DETAIL FGL

TYPICAL SECTION SCALE - 1: 20

150 MM BUTT HINGE

PLAN - P2 SCALE - 1:20

REFER TO DETAIL A2

EQ EQ

FGL

SECTION 01 SCALE - 1:20

SLOPE 6.00

6.00

50X50 2NOS L ANGLE

PHE CONSULTANTS :

PRISM CONSULTANCY

#3306,8th Cross,12th Main, HAL 2nd Stage,Indira Nagar, Bangalore-560 008. E-MAIL: projects@proconengineers.com

TYPICAL ELEVATION OF GATE SCALE - 1:20 1000 GATE

RETAINING WALL AS PER STRUCTURAL DETAIL FGL

40X40 2NOS L ANGLE

FGL

F.G.L

200

REFER TO DETAIL A1

EQ EQ

FGL

# G - 11 & 12 No. 37 Ramanashree Chambers, Cubbon Road, Bangalore - 560 001. PH : +91 80 22215666 / 22270153

M/s. P.G PATKI ARCHITECTS PVT LTD., 40X40 2NOS L ANGLE 50X50 2NOS L ANGLE

GATE DETAILS AS PER VENDOR DRAWINGS

TOP OF RETAINING WALL

FFL

8SWG GI CHAIN LINK

900

1000 GATE

500

PLOT BOUNDARY

REFER PLAN

40X40 2NOS L ANGLE 50X50 2NOS L ANGLE

STRUCTURAL CONSULTANTS:

LANDSCAPE ARCHITECTS :

8SWG GI CHAIN LINK

900

CENTRAL PARK OR OPEN SPACE

40X40 2NOS L ANGLE

300 100

TYPICAL PLAN

SCALE - 1:100

TYPICAL ELEVATION SCALE - 1:20

RETAINING WALL AS PER STRUCTURAL DETAIL VERTICAL GROOVES IN RETAINING WALL TO SEPERATE DETAIL

TOP OF RETAINING WALL F.G.L

#422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: ggc@informarchitects.com

PRASAD CONSULTANTS

900

EQ1

15.00

20 mm THICK POLISHED SADARAHALLI GRANITE WITH BEVELED EDGE 6 X 6 M PLASTER GROOVE RETAINING WALL AS PER STRUC. DETAIL

GRANITE EDGE DETAIL SCALE - 1:5

OUT

SCALE AS SPECIFIED

50X50 2NOS L ANGLE 20 mm THICK POLISHED SADARAHALLI GRANITE WITH BEVELED EDGE AS PER DETAIL

SLOPE

EQ EQ

DETAIL - A1 SCALE - 1:10

RETAINING WALL AS PER STRUCTURAL DETAIL

SLOPE

100

EQ1

TOP OF FENCE

500

EQ1

PROPERTY LINE

900

6 EQUAL SUB DIVISIONS 150.0

PLOT NO. REFER TO PLAN

12000.0

300 100

12000.0

NORTH

DATE 26 - 06 - 2012

DRAWING STATUS:

GOOD FOR CONSTRUCTION OUT

EQ EQ

DETAIL - A2 SCALE - 1:10

DRAWING TITLE:

CENTRAL PARK FENCE DETAIL DRAWING

DRAWING NO

REVISION

GGC/WD/AR-004

GODREJ GOLD COUNTY -VILLA, INDIA

Villa Type - S2 (Interior Shots)

GODREJ GOLD COUNTY -VILLA, INDIA

Villa Type - S1 (Rendered)

Villa Type - S2 (Rendered)

Villa Type - S2 (Built on site)

Villa Type - S3 (Rendered)

Villa Type - L4 (Rendered)

Villa Type - S2 (Built on site)

GODREJ GOLD COUNTY -VILLA, INDIA

This is an upcoming Hostel project at Tirupathi,India. The site is located in the Educational Campus. I was involved in handling the Designing and execution of this project.The design started with planning Individual dormitory space and then it was taken off to the further steps. The Drawing below shows the various possibilities of the modules tested and formed.

Proposed|WIP|Built 97

116 109 109

Boys Hostel Zone

109

109 114

102 98 100

Area Total site

- 384049 sqm 95 acre Boys hostel - 16540 sqm Girls hostel - 3627 sqm

Contours

100

Girls Hostel Zone

Road Network

Site Survey Plan

AMARARAJA HOSTELS, INDIA

MASTER PLAN

PROJECT SPECIFIC NOTES:

ROAD LVL: 105.01 m

ROAD LVL: 104.65 m

ROAD LVL: 104.30 m

ROAD LVL: 103.95 m

1. • • • • • • • • • • • • • 2. 3.

ROAD LVL: 103.59 m

9 m WIDE MAIN ROAD RETAINING WALL [AS PER STRUCTURAL DETAIL]

RETAINING WALL [AS PER STRUCTURAL DETAIL]

STAIRCASE -1 [TO SEPARATE DETAIL]

3800

D1 D1 D1 SLAB PHE SHAFT - 7 ABOVE [TO SEPARATE DETAIL] SUNK BY D1 D1 D1 100 mm

PHE SHAFT - 13 [TO SEPARATE DETAIL]EFL : 103.450 m 450 mm WIDE STORM TRENCH SLOPE @ 1:400 [ AS PER PHE DRAWING]

RETAINING WALL [AS PER STRUCTURAL DETAIL]

03 03A

03B

04A 05 05A

MS GRILL [TO SEPARATE DETAIL]

FFL : 103.350 m SSL : 103.300 m

PHE SHAFT - 10 [TO SEPARATE DETAIL] SLAB SUNK ABOVE BY 275 mm

PHE SHAFT - 14 [TO SEPARATE DETAIL]

SLAB SUNK ABOVE BY 275 mm D8

3 5 7

PHE SHAFT - 6 [TO SEPARATE DETAIL]

TV ROOM

ELEC. SHAFT - 1

19 17 15

NO. OF RISERS = 24 T = 300 mm R = 150 mm

08A

AR 300

D5 W5

750

ELECTRICAL PANEL ROOM

SLAB ABOVE SUNK BY 425 mm D8

D8 W7

W10

11A

1175

W10

SCHEDULE OF OPENINGS

EAST ELEVATION

12B

GLAZED DOOR

AR 300 DOORS

E WINDOWS

WIDTH OF OPENING

HEIGHT OF OPENING

SILL LEVEL

LINTEL LEVEL

GD 1

1800

2200

GD 2

2000

2200

750

1800

1850

114

750

2200

1000

2200

1500

2200

1500

2200

1800

2200

900

2200

600

900

1800

1600

2200

450

1000

2150

3200

450

1750

200

1950

750

1000

2150

3200

750

1750

200

1950

750

2950

200

3150

NAME

COUNT

6 45

1000

1150

1750

3050

1000

2050

200

3100

1175

950

2150

1950

1175

1000

1450

2400

W10

1175

200

2550

W11

1175

2350

200

3050

W12

1340

950

2150

2550

W13

1340

2350

200

3900

W14

3300

1100

200

3900

3100

1150

2450

3600

3100

1300

1850

3150

750

1000

2150

3150

VENTILATORS

20 3

CLIENT:

M/s. AMARA RAJA INFRA PVT. LTD.

EFL : 103.450 m

12A

31.07.2013

4325

1175

W10

18.07.2013

ARCHITECTURAL LAYOUT UPDATED

4325

Kadapa Road, Karakambadi, Tirupathi.

STONE PITCHING @ 30° [TO SEPARATE DETAIL]

10A

4325 4000

1500

4750

4.75 m x 8.45 m

1175

ADDITIONAL SHAFTS PROVIDED FOR THE TOILET

DESCRIPTION

EFL : 102.850 m

MS GRILL [TO SEPARATE DETAIL]

4850 1175

PHE SHAFT - 18 [TO SEPARATE DETAIL]

MS GRILL [TO SEPARATE DETAIL]

WARDEN'S ROOM

4.85 m x 8.45 m

SOUTH ELEVATION

07A

650

FGL : 103.450 m

2000

STAIRCASE -1 [TO SEPARATE DETAIL]

9.8 m X 8.45 m

1500

300

1600

FIRE SHAFT -1

1900

3300

300

27.22 m

3925

4325

3925

1500

MS GRILL [TO SEPARATE DETAIL]

FFL : 103.950 m SSL : 103.900 m

650

PHE SHAFT - 12 [TO SEPARATE DETAIL]

PHE SHAFT - 17 [TO SEPARATE DETAIL]

EFL : 102.850 m

2000

MS GRILL [TO SEPARATE DETAIL]

PHE SHAFT - 16 [TO SEPARATE DETAIL]

PHE SHAFT - 15 [TO SEPARATE DETAIL]

STONE PITCHING @ 30° [TO SEPARATE DETAIL]

SLAB SUNK ABOVE BY 100 mm

1600

PHE SHAFT - 5 [TO SEPARATE DETAIL]

SLAB PROJECTION ABOVE PHE SHAFT - 11 [TO SEPARATE DETAIL]

MS GRILL [TO SEPARATE DETAIL]

PHE SHAFT - 4 [TO SEPARATE DETAIL]

300 2000

3.5M WIDE CORRIDOR

DATE 17.06.2013

3300

PHE SHAFT - 3 [TO SEPARATE DETAIL]

NO. OF RISERS = 04 T = 300 mm STAIRCASE - 2 R = 150 mm UP

FFL : 103.950 m SSL : 103.900 m

1500

MS GRILL [TO SEPARATE DETAIL] 1400

PHE SHAFT - 9 [TO SEPARATE DETAIL]

SLOPE

RETAINING WALL [AS PER STRUCTURAL DETAIL]

4700

CUT-OUT ABOVE

PHE SHAFT - 8 [TO SEPARATE DETAIL]

TOILET (TO SEPARATE DETAIL )

300

8.9 m X 4.225 m SLAB ABOVE SUNK BY 275 mm

1400

PHE SHAFT - 2 [TO SEPARATE DETAIL]

STORE ROOM

NO. OF RISERS = 04 T = 300 mm R = 150 mm

FFL : 103.350 m SSL : 103.300 m

RAMP (SLOPE 1:12) [TO SEPARATE DETAIL]

8450

PHE SHAFT - 1 [TO SEPARATE DETAIL] MS GRILL [TO SEPARATE DETAIL] SLAB ABOVE SUNK BY 275 mm

SHAFT ABOVE

PLANTER BOX [TO SEPARATE DETAIL]

MAIN ENTRY

GD1

4700

SLAB ABOVE SUNK BY 300

8450

ALUMINUM CHANNEL PARTITION [TO SEPARATE DETAIL]

4700

LOBBY

HAND WASH TROUGH WITH TAPS [TO SEPARATE DETAIL]

4700

3925

NO. OF RISERS = 24 T = 300 mm R = 150 mm

LEVEL INDICATOR

RAMP (SLOPE 1:9) UP [TO SEPARATE DETAIL]

ALUMINUM CHANNEL PARTITION GD1 [TO SEPARATE DETAIL]

3925

1800

PHE SHAFT -19 [TO SEPERATE DETAIL]

4200

GD2

4300

9.25 m X 3.925 m

600

CANOPY ABOVE

1250

HOSTEL OFFICE

400

PLATE WASHING AREA

STAIR WELL ABOVE

700 D3

GD2

SLOPE

1900

GD2

FFL : 103.350 m SSL : 103.300 m

SLOPE

FIRE SHAFT -2

400

ALUMINUM CHANNEL PARTITION [TO SEPARATE DETAIL]

4225

4300

CUT-OUT ABOVE

600

4700 FLOOR DRAIN

STAIRCASE - 2

275

1500 1500

ELEC. SHAFT - 2 ABOVE

STAIR WELL ABOVE

RWDP - 1

3300 1

FFL : 103.950 m SSL : 103.900 m

2000

4300

4700

W10

9200

1500

4700 FLOOR DRAIN

3750

3700

4750

OPEN TO SKY COURTYARD [TO SEPARATE DETAIL] ALUMINUM D7 CHANNEL PARTITION [TO SEPARATE DETAIL]

4200

700 4700

RAMP (SLOPE 1:12) [TO SEPARATE DETAIL]

FFL : 103.950 m SSL : 103.900 m

575

LOADING DECK SSL : 103.300 m

DB FOR KITCHEN [AS PER ELEC. DRAWING]

4750

3925

4700

1500

RWDP - 1

WEST ELEVATION

400

2800

1.8 m WIDE CORRIDOR

650

1575 W11

4550

LANDSCAPE

SSL : 103.750 m GD2

RWDP - 2

HAND WASH TROUGH WITH TAPS [TO SEPARATE DETAIL]

FLOOR DRAIN

NO. OF RISERS = 03 T = 300 mm R = 150 mm

1025

SLAB ABOVE SUNK BY 300

GRATING [TO SEPARATE DETAIL] W11

ENTRY - 2

GRASS / STONE PITCHING

200 mm SOLID MASONRY WALL

W10

4325

1975 1800

FFL : 103.350 m SSL : 103.300 m

W11

1350

STAIRCASE - 4

1175

SLOPE

1575

32.2 M X 12.575 M

W11

5200

10.20 m X 6.45 m

DINING

1175

3150 2450

1050

STRUCTURAL SLAB BEAM AND COLUMN

300 mm SOLID MASONRY WALL

1575

KITCHEN AND SERVERY TO SEPARATE DETAIL

KITCHEN AND SERVERY

900

BUILDING PROFILE ABOVE

100 mm SOLID MASONRY WALL

400 mm SOLID MASONRY WALL

W10

1175

400

FLOOR DRAIN

300

RWDP - 2

1175

W10

2300

1340

W10

1175

2300

FLOOR DRAIN

1340

W10

W11

750

1340

W11 1175

W11

SLOPE

1550

FLOOR DRAIN

1175

W11

3925

1175

W13

1700

1175

W13

RWDP - 1

1175

W11

RWDP - 1

1175

W11

2550

1175

W11

EFL : 103.450 m

SSL : 102.850 m

725

1175

W11

SUNKEN SLAB ABOVE

875

1175

EFL : 102.850 m

W11

LEGEND

150 mm SOLID MASONRY WALL

NORTH ELEVATION EFL : 102.850 m

W11

5100

3950

1175

5100

3750

W11

5100

REVISIONS: SL.NO DESCRIPTION R0 DRAWINGS ISSUED TO SITE

400

W11

AR 300

W11

AR 300

7100

3925

1175

W11

5100

SLAB ABOVE

W11

5100

300

7100

4325

450 mm WIDE STORM TRENCH SLOPE @ 1:400 [ AS PER PHE DRAWING]

SSL : 105.370 m

5100

3925

NO. OF RISERS = 11 T = 1000 mm R = 140 mm

RETAINING WALL [AS PER STRUCTURAL DETAIL]

5100

1400

STAIRCASE -3

5100

6 m WIDE PROPOSED PATHWAY

SLOPE

5100

1550

5100

STONE PITCHING 14 [TO SEPARATE DETAIL] 15

750

7100

RAMP (SLOPE 1:9) [TO SEPARATE DETAIL]

82.50 m

RETAINING WALL [AS PER STRUCTURAL DETAIL]

SERVICE ENTRY

2300

300

5100

3925

5100

1125

STONE PITCHING 06 [TO SEPARATE DETAIL] 07

2625

SLOPE

IMPORTANT

ABBREVIATIONS: PFL - PLOT FORMATION LEVEL EFL - EARTH FORMATION LEVEL LVL - LEVEL SSL - STRUCTURAL SLAB LEVEL FFL - FINISHED FLOOR LEVEL D - DOOR W - WINDOW DW - DOOR CUM WINDOW V - VENTILATOR GD - GLAZED DOOR SK - SKYLIGHT ELEV - ELEVATION RWDP - RAIN WATER DOWN PIPE FFL TO BE CONSIDERED AT +50MM FROM SSL ALL ARCHITECTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH RELEVANT STRUCTURE AND SERVICES DRAWINGS AND ANY DISCREPANCIES TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT FOR RESOLUTION

PH: +91-877-2265000 Ext: 7191 Fax: +91-877- 22856000 DESIGN CONSULTANTS:

InFORM ARCHITECTS

GROUND FLOOR - WD 1 : 150

#422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: projects@informarchitects.com STRUCTURAL CONSULTANTS:

VISDA ENGINEERING THOUGHTS VISION STRUCTURAL DESIGN AID, #72, 3RD FLOOR, 50 FEET ROAD, HANUMANTH NAGAR, BENGALURU - 560019 MEP CONSULTANTS :

MECA PROJECT ENGINEERS Pvt. Ltd.

BUILDING SERVICES CONSULTANTS SLJ TOWERS, # 297, 2ND FLOOR, (ABOVE ALAHABAD BANK)100FT RING ROAD, BSK 3RD STAGE, 4TH PHASE, NEAR DEVEGOUDA PETROL BUNK, BANGALORE – 560 085 PROJECT NAME:

BOY'S HOSTEL FOR AMARARAJA AT PETAMITTA. SCALE

DATE

PROJECT NORTH N

As indicated

17.07.2013

DRAWING STATUS:

GOOD FOR CONSTRUCTION DRAWING TITLE:

GROUND FLOOR PLAN DRAWING NO

ARH/BH/WD/ AR - 100

REVISION

AMARARAJA HOSTELS, INDIA

5100

7100

5100

7100

5100

7100

5100

MASTER PLAN

5100

AR 300 NORTH ELEVATION 300 mm HIGH MASONRY PARAPET WALL

42400

W10

SLOPE

W10

SLOPE

W10

SLOPE

W10

4325

RWDP - 2

SLOPE

COURTYARD BELOW [TO SEPARATE DETAIL] W10

OPEN TERRACE

33 35

F W4

NO. OF RISERS = 24 T = 300 mm R = 150 mm

STAIRCASE -1 [TO SEPARATE DETAIL] MS GRILL [TO SEPARATE DETAIL]

D8 W10

W10

MS GRILL [TO SEPARATE DETAIL]

PHE SHAFT - 4 [TO SEPARATE DETAIL]

FFL : 107.550 m SSL : 107.400 m

PHE SHAFT - 14 [TO SEPARATE DETAIL]

HOT WATER POINTS

TOILET [TO SEPARATE DETAIL]

MS GRILL [TO SEPARATE DETAIL]

31 33 35

4325

3700

1700

RWDP - 1

4800

HOT WATER POINTS

MS GRILL [TO SEPARATE DETAIL]

SUNKEN SLAB ABOVE

100 mm SOLID MASONRY WALL

400 mm SOLID MASONRY WALL

STRUCTURAL SLAB BEAM AND COLUMN

300 mm SOLID MASONRY WALL

GRASS / STONE PITCHING

200 mm SOLID MASONRY WALL

LEVEL INDICATOR

150 mm SOLID MASONRY WALL

REVISIONS: SL.NO DESCRIPTION R0 DRAWINGS ISSUED TO SITE

DATE 17.06.2013

ADDITIONAL SHAFTS PROVIDED FOR THE TOILET

18.07.2013

ARCHITECTURAL LAYOUT UPDATED

31.07.2013

D2 F

DORMITORY TO SEPARATE DETAIL

PHE SHAFT - 18 [TO SEPARATE DETAIL]

LEGEND

AR 300

STAIRCASE -1 [TO SEPARATE DETAIL]

IMPORTANT

PHE SHAFT - 12 [TO SEPARATE DETAIL]

PHE SHAFT - 17 [TO SEPARATE DETAIL]

EAST ELEVATION

NO. OF RISERS = 24 T = 300 mm R = 150 mm

4800

450

D8 ELEC. SHAFT - 1

SLOPE

110Ø RW SPOUT FREE DISCHARGE FROM CANOPY

450

1800

1500

1700

9050

8450

W2 W5

SLAB SUNK BY 425 mm

PHE SHAFT - 16 [TO SEPARATE DETAIL]

PHE SHAFT - 15 [TO SEPARATE DETAIL]

25 27

PHE SHAFT - 6 [TO SEPARATE DETAIL] MS GRILL [TO SEPARATE DETAIL] FFL : 107.550 m SSL : 107.075 m

FFL : 107.550 m SSL : 107.075 m

PHE SHAFT - 11 [TO SEPARATE DETAIL]

3300 UP

FIRE SHAFT -1

PHE SHAFT - 5 [TO SEPARATE DETAIL]

MS GRILL [TO SEPARATE DETAIL]

1500

PHE SHAFT - 10 [TO SEPARATE DETAIL]

SLAB SUNK BY 275 mm

2000

1. • • • • • • • • • • • • • 2. 3.

4800

CUT-OUT ABOVE

500

1700

FFL : 107.550 m SSL : 107.225 m

SLAB SLAB SUNK BY 275 mm SUNK BY 100 mm

PHE SHAFT - 9 [TO SEPARATE DETAIL]

6700 MS GRILL [TO SEPARATE DETAIL]

FFL : 107.550 m SSL : 107.225 m

PHE SHAFT - 8 [TO SEPARATE DETAIL]

PHE SHAFT - 3 [TO SEPARATE DETAIL] FFL : 107.550 m SSL : 107.225 m

8450

FFL : 107.550 m SSL : 107.250 m

TOILET [TO SEPARATE DETAIL]

PHE SHAFT - 13 [TO SEPARATE DETAIL]

4700

PHE SHAFT - 2 [TO SEPARATE DETAIL]

SLAB SUNK BY 100 mm HOT WATER POINTS

DORMITORY TO SEPARATE DETAIL

W10

8450

PHE SHAFT - 7 [TO SEPARATE DETAIL]

G W10

SLOPE

8450 D8

PHE SHAFT - 1 [TO SEPARATE DETAIL] FFL : 107.550 m FFL : 107.550 m FFL : 107.550 m SSL : 107.225 m SSL : 107.400 m SSL : 107.225 m SLAB SUNK BY 275 mm SLAB SUNK BY 275 mm

6600

DRY AREA [TO SEPARATE DETAIL]

4800 W2

FFL : 107.550 m SSL : 107.500 m

10700 CUT-OUT BELOW

WASH AREA [TO SEPARATE DETAIL]

8450

6600

4325

4800

8700

FIRE SHAFT -2

1.8 m WIDE CORRIDOR

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL]

1600

FFL : 107.550 m SSL : 107.500 m

CUT-OUT BELOW

SLAB LINE ABOVE

RWDP - 1

CUT-OUT ABOVE

SLO

4800

PROJECT SPECIFIC NOTES:

8450

6600

SSL : 107.200 m

1500

ELEC. SHAFT - 2

2000

4800 W2 PHE SHAFT -19

6700 W4

1500

SLAB LINE ABOVE

300 mm HIGH PARAPET WALL

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL]

RWDP

8450

4800

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL] CUT-OUT ABOVE

FFL : 107.550 m SSL : 107.500 m

1500

3300 UP 25

600

4800

275

1500 D8

4800

600

1700

3700 D5

FFL : 107.550 m SSL : 107.500 m

450

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL] CUT-OUT ABOVE

275

4800

500

1700

RWDP - 1

450

STAIRCASE -5 D1 NO. OF RISERS = 04 T = 300 mm R = 150 mm

4800 SLAB LINE ABOVE

RWDP - 1

WEST ELEVATION FGL : 107.00 m

4800

4225

4800

AR 300

8450

5100

DORMITORY TO SEPARATE DETAIL

SSL : 107.200 m

DORMITORY TO SEPARATE DETAIL

SLOPE

DORMITORY TO SEPARATE DETAIL

4225

DORMITORY TO SEPARATE DETAIL

SLOPE

DORMITORY TO SEPARATE DETAIL

300 mm HIGH MASONRY PARAPET WALL ABOVE CANOPY

W10

4325

RWDP - 2

W10

600 (AS PER STRUC. DETAIL)

5600

W10

STRUCTURAL SLAB EXTENT

SLOPE

4325

W10

SLOPE

W10

SLOPE

4325

SLOPE

SLO

TOILET [TO SEPARATE DETAIL]

W10

SOUTH ELEVATION

03A

03B

04A 05 05A

07A

08A

AR 300

10A

11A

12A

12B

SCHEDULE OF OPENINGS DESCRIPTION

FIRST FLOOR - WD

GLAZED DOOR

1 : 150

DOORS

AR 300 NORTH ELEVATION

WINDOWS

5100 W10

5100

W10

7100

5100

W10

5100

W10

5100

W10

5100

W10

7100

5100

W10

5100

W10

7100

5100

W10

5100

W10

4325

5100

W10

8450

F W4

SLAB SUNK BY 275 mm

PHE SHAFT - 7 [TO SEPARATE DETAIL]

G W10

W10

PHE SHAFT - 13 [TO SEPARATE DETAIL]

FFL : 111.150 m SSL : 110.825 m MS GRILL [TO SEPARATE DETAIL]

PHE SHAFT - 14 [TO SEPARATE DETAIL]

HOT WATER POINTS

TOILET [TO SEPARATE DETAIL]

53 55 57 59

FFL : 111.150 m SSL : 110.825 m

PHE SHAFT - 10 [TO SEPARATE DETAIL]

PHE SHAFT - 6 [TO SEPARATE DETAIL]

FFL : 111.150 m SSL : 110.825 m

3700

RWDP - 1

5600

1500

3200

ELEC. SHAFT - 1

69 67

4800

SLAB SUNK BY 275 mm

PHE SHAFT - 17 [TO SEPARATE DETAIL]

DORMITORY TO SEPARATE DETAIL

W10

SECOND FLOOR - WD 1 : 150

03A

03B

04A 05 05A

07A

08A

AR 300

2200

1500

2200

1500

2200

1800

2200

900

2200

600

900

1800

1600

2200

450

1000

2150

3200

450

1750

200

1950

750

1000

2150

3200

750

1750

200

1950

750

2950

200

3150

1000

1150

1750

3050

1000

2050

200

3100

1175

950

2150

1950

1175

1000

1450

2400

W10

1175

200

2550

W11

1175

2350

200

3050

W12

1340

950

2150

2550

W13

1340

2350

200

3900

W14

3300

1100

200

3900

3100

1150

2450

3600

3100

1300

1850

3150

750

1000

2150

3150

6 45

20 3

Kadapa Road, Karakambadi, Tirupathi.

InFORM ARCHITECTS #422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: projects@informarchitects.com

VISION STRUCTURAL DESIGN AID, #72, 3RD FLOOR, 50 FEET ROAD, HANUMANTH NAGAR, BENGALURU - 560019

BUILDING SERVICES CONSULTANTS SLJ TOWERS, # 297, 2ND FLOOR, (ABOVE ALAHABAD BANK)100FT RING ROAD, BSK 3RD STAGE, 4TH PHASE, NEAR DEVEGOUDA PETROL BUNK, BANGALORE – 560 085

BOY'S HOSTEL FOR AMARARAJA AT PETAMITTA. SCALE

DATE

PROJECT NORTH

W10

As indicated

17.07.2013

DRAWING STATUS:

SOUTH ELEVATION

2200

1000

PROJECT NAME:

G W10

750

MECA PROJECT ENGINEERS Pvt. Ltd.

TOILET [TO SEPARATE DETAIL]

114

COUNT

MEP CONSULTANTS :

SLAB SUNK BY 275 mm

1850

VISDA ENGINEERING THOUGHTS

PHE SHAFT - 18 [TO SEPARATE DETAIL]

2200

STRUCTURAL CONSULTANTS:

NO. OF RISERS = 24 T = 300 mm R = 150 mm

PHE SHAFT - 12 [TO SEPARATE DETAIL]

HOT WATER POINTS

EAST ELEVATION

AR 300

4800

SLAB SUNK BY 100 mm

RWDP - 1

3300

PHE SHAFT - 5 [TO SEPARATE DETAIL]

PHE SHAFT - 16 [TO SEPARATE DETAIL]

PHE SHAFT - 15 [TO SEPARATE DETAIL]

PHE SHAFT - 11 [TO SEPARATE DETAIL]

SLAB SUNK BY 275 mm

FFL : 111.150 m SSL : 111.100 m

FIRE SHAFT -1

MS GRILL [TO SEPARATE DETAIL]

10300

1500

6700

FFL : 111.150 m SSL : 110.825 m

SLAB SLAB SUNK BY 275 mm SUNK BY 100 mm

PHE SHAFT - 9 [TO SEPARATE DETAIL]

PHE SHAFT - 4 [TO SEPARATE DETAIL] FFL : 111.150 m SSL : 111.000 m

2000

DRY AREA [TO SEPARATE DETAIL] D8

PHE SHAFT - 3 [TO SEPARATE DETAIL] FFL : 111.150 m SSL : 110.825 m

PHE SHAFT - 8 [TO SEPARATE DETAIL]

SLAB SUNK BY 100 mm HOT WATER POINTS

DORMITORY TO SEPARATE DETAIL

PHE SHAFT - 2 [TO SEPARATE DETAIL]

FFL : 111.150 m SSL : 110.825 m

SLAB SUNK BY 275 mm

STAIRCASE -1 [TO SEPARATE DETAIL]

4700

6600

CUT-OUT BELOW

4325

PHE SHAFT - 1 [TO SEPARATE DETAIL] FFL : 111.150 m FFL : 111.150 m SSL : 110.825 m SSL : 111.000 m

NO. OF RISERS = 24 T = 300 mm R = 150 mm

10700

WASH AREA [TO SEPARATE DETAIL]

CUT-OUT BELOW

W2 W5

2200

1800

DESIGN CONSULTANTS:

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL]

LINTEL LEVEL

2200

750

PH: +91-877-2265000 Ext: 7191 Fax: +91-877- 22856000

4800

4325

57 59

4800

8450

FIRE SHAFT -2

6600

CUT-OUT BELOW

SLAB LINE ABOVE

W2 PHE SHAFT -19

FFL : 111.150 m SSL : 111.100 m

1.8 m WIDE CORRIDOR

8700

4800

275

6600

4800

4225

4800

2000

SLAB LINE ABOVE

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL] CUT-OUT BELOW 8500

8300

FFL : 111.150 m SSL : 111.100 m

1500

RWDP - 1

ELEC. SHAFT - 2

1500

CUT-OUT BELOW

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL]

600

3300

UP 49

4800

4225

1500 D8

W2 W5

600

3700 D1

FFL : 111.150 m SSL : 111.100 m

4800

LOUVERS AS PER SPECIFICATION [TO SEPARATE DETAIL] 10300 CUT-OUT BELOW

SLAB LINE ABOVE

W2 W5

4800

275

4800

W2 RWDP - 1

4800

275

4800

SILL LEVEL

2200

2000

M/s. AMARA RAJA INFRA PVT. LTD. C

HEIGHT OF OPENING

1800

GD 2

CLIENT:

4325

8450

DORMITORY TO SEPARATE DETAIL

4325

DORMITORY TO SEPARATE DETAIL

8450

C S1

8450

DORMITORY TO SEPARATE DETAIL

8450

DORMITORY TO SEPARATE DETAIL

8450

DORMITORY TO SEPARATE DETAIL

VENTILATORS

WIDTH OF OPENING

GD 1

NAME

GOOD FOR CONSTRUCTION DRAWING TITLE: 10

10A

11A

12A

12B

FIRST AND SECOND FLOOR PLAN DRAWING NO

ARH/BH/WD/ AR - 101

REVISION

AMARARAJA HOSTELS, INDIA

MASTER PLAN C

NGL: 106.5 m

DORMITORY [TO SEPARATE DETAIL]

FINAL TERRACE 118.30 m

TOILET [TO SEPARATE DETAIL]

THIRD FLOOR 114.70 m

SECOND FLOOR 111.10 m

DORMITORY [TO SEPARATE DETAIL]

TOILET [TO SEPARATE DETAIL]

3600

2650

SECOND FLOOR 111.10 m

DORMITORY [TO SEPARATE DETAIL]

STAIRCASE - 2 [TO SEPARATE DETAIL] NO. OF RISERS = 04 T = 300 mm R = 150 mm

GROUND FLOOR 103.90 m

450

PROJECT SPECIFIC NOTES:

W10

STONE PITCHING [TO SEPARATE DETAIL]

THIRD FLOOR 114.70 m

DORMITORY [TO SEPARATE DETAIL]

W10

W11

300 mm HIGH MASONRY PARAPET WALL

RWDP -2

FIRST FLOOR 107.50 m

NGL: 106.0 m

W10

FINAL TERRACE 118.30 m

DORMITORY [TO SEPARATE DETAIL]

3600

1050

2650 W4

DORMITORY [TO SEPARATE DETAIL]

3450

1.8 m WIDE CORRIDOR

3600

STAIRCASE HEAD ROOM 120.95 m

1050 mm HIGH PARAPET WALL IN SOLID MASONRY

3450

3600

3450

PHE SHAFT -1

3600

DORMITORY [TO SEPARATE DETAIL]

3450

DORMITORY [TO SEPARATE DETAIL]

A 4325

STAIRCASE HEAD ROOM

STAIRCASE HEAD ROOM 120.95 m

1050 W9

B 4325

4325

1050 mm HIGH PARAPET WALL IN SOLID MASONRY

DORMITORY [TO SEPARATE DETAIL]

C 4325

17.50 m

4325

300 mm SUNKEN STRUC. SLAB [AS PER STRUC. DETAIL]

W11

3600

4325

27.22 m

5600

RETAINING WALL [AS PER STRUC. DETAIL]

3600

5600

E 4325

3450

4325

17.50 m

4325

F 4325

W11

FIRST FLOOR 107.50 m

1. • • • • • • • • • • • • • 2. 3.

LEGEND

GROUND FLOOR 103.90 m

F.G.L 103.45 m

IMPORTANT

STONE PITCHING [TO SEPARATE DETAIL]

450

D 27.22 m

3450

3750

F.G.L 103.45 m

SUNKEN SLAB ABOVE

100 mm SOLID MASONRY WALL

400 mm SOLID MASONRY WALL

STRUCTURAL SLAB BEAM AND COLUMN

300 mm SOLID MASONRY WALL

GRASS / STONE PITCHING

200 mm SOLID MASONRY WALL

LEVEL INDICATOR

150 mm SOLID MASONRY WALL

1 : 150

4325

F 4325

E 4325

SECOND FLOOR 111.10 m

W11

ALUMINUM GLASS PARTITION WITH DOOR [ TO SEPERATE DETAIL]

W11

STAIRCASE -1 [TO SEPARATE DETAIL]

STONE PITCHING [TO SEPARATE DETAIL]

STAIRCASE - 2 [TO SEPARATE DETAIL]

F.G.L 103.45 m

NO. OF RISERS = 04 T = 300 mm R = 150 mm

9.8 m X 8.45 m

GROUND FLOOR 103.90 m

W11

2650

FINAL TERRACE 118.30 m

DORMITORY [TO SEPARATE DETAIL]

W10

SCHEDULE OF OPENINGS

THIRD FLOOR 114.70 m

DORMITORY [TO SEPARATE DETAIL]

W10

SECOND FLOOR 111.10 m

DORMITORY [TO SEPARATE DETAIL]

W10

300 mm SUNKEN STRUC. SLAB [AS PER STRUC. DETAIL]

KITCHEN AND SERVERY

W11

300 mm HIGH MASONRY PARAPET WALL

RWDP -2

10.20 m X 6.45 m

DESCRIPTION GLAZED DOOR

RETAINING WALL [AS PER STRUC. DETAIL]

W11

DOORS

FIRST FLOOR 107.50 m WINDOWS

STONE PITCHING [TO SEPARATE DETAIL]

GROUND FLOOR 103.90 m F.G.L 103.45 m

1 : 150

31.07.2013

STAIRCASE HEAD ROOM 120.95 m

W11

18.07.2013

ARCHITECTURAL LAYOUT UPDATED

4325

DRAWINGS ISSUED TO SITE

3600

TV ROOM 450

SSL : 103.75 m

4325

FIRST FLOOR 107.50 m 3600

FGL : 105.37 m ROAD LEVEL : 105.00 m

1800

300 mm HIGH MASONRY PARAPET

TOILET [TO SEPARATE DETAIL]

3600

1.8 m WIDE CORRIDOR

3600

3450

3600

3450

3600

TOILET [TO SEPARATE DETAIL]

3425

THIRD FLOOR 114.70 m

3425

1.8 m WIDE CORRIDOR

4325

DATE -

1050 mm HIGH PARAPET WALL IN SOLID MASONRY

3450

TOILET [TO SEPARATE DETAIL]

3600

STAIRCASE HEAD ROOM

2650 4300 W4

PHE SHAFT -1

FINAL TERRACE 118.30 m

3600

3425

5600

STAIRCASE HEAD ROOM 120.95 m

27.22 m

3600

4325

17.50 m

5600

DESCRIPTION

3600

4325

3600

4325

450

4325

3450

3750

REVISIONS: SL.NO R0 -

VENTILATORS

1 : 150

WIDTH OF OPENING

HEIGHT OF OPENING

SILL LEVEL

LINTEL LEVEL

GD 1

1800

2200

GD 2

2000

2200

750

1800

1850

114

750

2200

1000

2200

1500

2200

1500

2200

1800

2200

900

2200

600

900

1800

1600

2200

450

1000

2150

3200

450

1750

200

1950

750

1000

2150

3200

750

1750

200

1950

750

2950

200

3150

1000

1150

1750

3050

1000

2050

200

3100

1175

950

2150

1950

1175

1000

1450

2400

W10

1175

200

2550

W11

1175

2350

200

3050

W12

1340

950

2150

2550

W13

1340

2350

200

3900

W14

3300

1100

200

3900

3100

1150

2450

3600

3100

1300

1850

3150

750

1000

2150

3150

NAME

COUNT

6 45

20 3

CLIENT:

M/s. AMARA RAJA INFRA PVT. LTD. Kadapa Road, Karakambadi, Tirupathi. G

F 4325

E 4325

5600

4325

PH: +91-877-2265000 Ext: 7191 Fax: +91-877- 22856000

4325

27.22 m

DESIGN CONSULTANTS:

5600

4325

InFORM ARCHITECTS

4325 300 mm HIGH MASONRY PARAPET WALL

D6 1.8 m WIDE CORRIDOR

3.5 m WIDE CORRIDOR

W11

W10

W11

S6 1 : 150

RWDP -2

300 mm SUNKEN STRUC. SLAB [AS PER STRUC. DETAIL]

W11

W14

W14 D6

RETAINING WALL [AS PER STRUC. DETAIL]

FIRST FLOOR 107.50 m

RETAINING WALL [AS PER STRUC. DETAIL] STONE PITCHING [TO SEPARATE DETAIL]

STONE PITCHING [TO SEPARATE DETAIL]

GROUND FLOOR 103.90 m F.G.L 103.45 m

1.8 m WIDE CORRIODR

2650 300 mm HIGH MASONRY PARAPET WALL

MS GRILL AS PER SPEC. [TO SEPARATE DETAIL] W8

W14 STAIRCASE - 1 [TO SEPARATE DETAIL] W11

W11

S9 1 : 150

VISION STRUCTURAL DESIGN AID, #72, 3RD FLOOR, 50 FEET ROAD, HANUMANTH NAGAR, BENGALURU - 560019 MEP CONSULTANTS :

SECOND FLOOR 111.10 m

BUILDING SERVICES CONSULTANTS SLJ TOWERS, # 297, 2ND FLOOR, (ABOVE ALAHABAD BANK)100FT RING ROAD, BSK 3RD STAGE, 4TH PHASE, NEAR DEVEGOUDA PETROL BUNK, BANGALORE – 560 085 PROJECT NAME:

BOY'S HOSTEL FOR AMARARAJA AT PETAMITTA. SCALE

RETAINING WALL [AS PER STRUC. DETAIL]

STRUCTURAL CONSULTANTS:

MECA PROJECT ENGINEERS Pvt. Ltd.

3600

SECOND FLOOR 111.10 m V2

300 mm HIGH MASONRY PARAPET WALL

THIRD FLOOR 114.70 m 1.8 m WIDE CORRIODR

DORMITORY [TO SEPARATE DETAIL]

450

W10

3600

THIRD FLOOR 114.70 m

17500

1.8 m WIDE CORRIODR

W10

DORMITORY [TO SEPARATE DETAIL]

3600

3600 W1

ALUMINIUM CHANNEL PARTITION [TO SEPARATE DETAIL]

3450

STONE PITCHING [TO SEPARATE DETAIL]

W14

3600

#422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: projects@informarchitects.com

VISDA ENGINEERING THOUGHTS FINAL TERRACE 118.30 m

450

1050 mm HIGH PARAPET WALL IN SOLID MASONRY

3600

TOILET [TO SEPARATE DETAIL]

1.8 m WIDE CORRIDOR

FINAL TERRACE 118.30 m

DORMITORY [TO SEPARATE DETAIL]

3600

17.50 m

3600

1.8 m WIDE CORRIDOR

STAIRCASE HEAD ROOM 120.95 m

4300

1050 D8

TOILET [TO SEPARATE DETAIL]

3450

MS GRILL [TO SEPARATE DETAIL]

3450

TOILET [TO SEPARATE DETAIL]

STAIRCASE [TO SEPERATE DETAIL]

2650

1050 mm HIGH PARAPET WALL IN SOLID MASONRY

3600

PHE SHAFT -1

STAIRCASE HEAD ROOM 120.95 m

3600

STAIRCASE HEAD ROOM

3600

4325

1800

4325

FIRST FLOOR 107.50 m

DATE

PROJECT NORTH N

As indicated

17.07.2013

DRAWING STATUS:

GOOD FOR CONSTRUCTION

STONE PITCHING [TO SEPARATE DETAIL]

GROUND FLOOR 103.90 m F.G.L 103.45 m

DRAWING TITLE:

SECTIONS DRAWING NO

ARH/BH/WD/ AR - 201

REVISION

AMARARAJA HOSTELS, INDIA

MASTER PLAN 16

5100

7100

5100

7100

5100

7100

5100

2650

STAIRCASE HEAD ROOM 120.95 m

FINAL TERRACE 118.30 m W9

3600

W10

THIRD FLOOR 114.70 m W9

3600

W10

SECOND FLOOR 111.10 m W9

3600

W10

FIRST FLOOR 107.50 m W8

W12

W8 GD2

W10

W11

W13

W11

450

1. • • • • • • • • • • • • • 2. 3.

WHITE PAINT AS PER SPEC. [OF APPROVED MAKE] TEXTURED PAINT AS PER SPEC. [OF APPROVED MAKE]

GROUND FLOOR 103.90 m

GLASS AS PER SPEC. [OF APPROVED MAKE]

REVISIONS: SL.NO R0 -

NORTH ELEVATION 1 : 150 02

5100

03A 1800

03B 3500

04A

1800

4150

05A 1900

4150

5100

07A 4150

08A 1900

4150

10A

7100

4150

11A

1900

4150

12A 1800

12B 3500

1800

5100

LEGEND

F.G.L 103.45 m

IMPORTANT

3600

PROJECT SPECIFIC NOTES:

DESCRIPTION

DATE -

DRAWINGS ISSUED TO SITE

18.07.2013

ARCHITECTURAL LAYOUT UPDATED

31.07.2013

5100

2650

STAIRCASE HEAD ROOM 120.95 m

FINAL TERRACE 118.30 m W9

W14

3600

W10

SCHEDULE OF OPENINGS

W10

THIRD FLOOR 114.70 m W9

DESCRIPTION GLAZED DOOR

3600

W10

SECOND FLOOR 111.10 m W9

W14

3600

DOORS

W10

FIRST FLOOR 107.50 m V2

W14

W10

WINDOWS

W10

450

3600

W14

GROUND FLOOR 103.90 m F.G.L 103.45 m VENTILATORS

SOUTH ELEVATION 1 : 150

WIDTH OF OPENING

HEIGHT OF OPENING

SILL LEVEL

LINTEL LEVEL

GD 1

1800

2200

GD 2

2000

2200

750

1800

1850

114

750

2200

1000

2200

1500

2200

1500

2200

1800

2200

900

2200

600

900

1800

1600

2200

450

1000

2150

3200

450

1750

200

1950

750

1000

2150

3200

750

1750

200

1950

750

2950

200

3150

1000

1150

1750

3050

1000

2050

200

3100

1175

950

2150

1950

1175

1000

1450

2400

W10

1175

200

2550

W11

1175

2350

200

3050

W12

1340

950

2150

2550

W13

1340

2350

200

3900

W14

3300

1100

200

3900

3100

1150

2450

3600

3100

1300

1850

3150

750

1000

2150

3150

NAME

COUNT

6 45

20 3

CLIENT:

M/s. AMARA RAJA INFRA PVT. LTD. G

4325

5600

4325

B 4325

4325

5600

Kadapa Road, Karakambadi, Tirupathi.

4325

PH: +91-877-2265000 Ext: 7191 Fax: +91-877- 22856000 DESIGN CONSULTANTS:

InFORM ARCHITECTS

2650

STAIRCASE HEAD ROOM 120.95 m 2650

STAIRCASE HEAD ROOM 120.95 m D4

FINAL TERRACE 118.30 m W1

3600

SECOND FLOOR 111.10 m

FIRST FLOOR 107.50 m

W10

BUILDING SERVICES CONSULTANTS SLJ TOWERS, # 297, 2ND FLOOR, (ABOVE ALAHABAD BANK)100FT RING ROAD, BSK 3RD STAGE, 4TH PHASE, NEAR DEVEGOUDA PETROL BUNK, BANGALORE – 560 085 PROJECT NAME:

SCALE

EAST ELEVATION

WEST ELEVATION

1 : 150

DATE

PROJECT NORTH N

17.07.2013

DRAWING STATUS:

W10

450

MECA PROJECT ENGINEERS Pvt. Ltd.

As indicated

GD1

450

F.G.L 103.45 m

W3 GD1

3600

VISION STRUCTURAL DESIGN AID, #72, 3RD FLOOR, 50 FEET ROAD, HANUMANTH NAGAR, BENGALURU - 560019

BOY'S HOSTEL FOR AMARARAJA AT PETAMITTA.

3600

SECOND FLOOR 111.10 m

VISDA ENGINEERING THOUGHTS

MEP CONSULTANTS : THIRD FLOOR 114.70 m

3600

THIRD FLOOR 114.70 m

GROUND FLOOR 103.90 m

STRUCTURAL CONSULTANTS: FINAL TERRACE 118.30 m

#422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: projects@informarchitects.com

GROUND FLOOR 103.90 m F.G.L 103.45 m

GOOD FOR CONSTRUCTION DRAWING TITLE:

ELEVATIONS DRAWING NO

ARH/BH/WD/ AR - 300

REVISION

AMARARAJA HOSTELS, INDIA

MASTER PLAN

REFER PART PLAN - A N

PROJECT SPECIFIC NOTES:

KEY PLAN A

1. • • • • • • • • • • • • • 2. 3.

PART PLAN A_ ORTHOGRAPHIC VIEW

1 : 500

IMPORTANT

GENERAL NOTES: 1. WHILE EV ERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AV OID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRA CTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. 2. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. 3. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. 4. WRITTEN DIMENSIONS TO BE FOLLOWED. 5. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. 6. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERV ICES DRAWING . 7. DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

ABBREVIATIONS: PFL - PLOT FORMATION LEV EL EFL - EARTH FORMATION LEV EL LV L - LEV EL SSL - STRUCTURAL SLAB LEV EL FFL - FINISHED FLOOR LEV EL D - DOOR W - WINDOW DW - DOOR CUM WINDOW V - V ENTILATOR GD - GLAZED DOOR SK - SKYLIGHT ELEV - ELEV ATION RWDP - RA IN WATER DOWN PIPE FFL TO BE CONSIDERED AT +50MM FROM SSL ALL ARCHITECTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH RELEVANT STRUCTURE AND SERVICES DRAWINGS AND ANY DISCREPANCIES TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT FOR RESOLUTION

LEGEND

5100

7100

5100

7100

5100 2350

REVISIONS: SL.NO

5100

2350

2112

4234 3500

03A

4234

1800

4234

4150

03B

950 04A

950

1400 4234

4234 4150

MS GRILL [TO SEPARATE DETAIL]

1400

5100

05A

4700

4234 4150

950 07A

4234 950

4150

4234

7100

08A

4150

10A

950 11

1700

ELEC. SHAFT - 1

4234

11A

3500 12A

1800

1700 4000 750

SCHEDULE OF OPENINGS

4234

GLAZED DOOR

DOORS

WARDEN ROOM

650

DESCRIPTION

450

3713

5100

12B

850

REFERENCE LINE

2550

ELECTRICAL PANEL ROOM

1800

850

200

1700

700

4150

REFERENCE LINE

2000 700

1600

4234

950

31.07.2013

REFERENCE LINE

1600

1500

STARICASE - 2 [TO SEPARATE DETAIL] NO. OF RISERS = 04 TREAD = 300 mm RISER = 150 mm

TV ROOM

4234

300

MS GRILL [TO SEPARATE DETAIL]

1700

1500 700

D8 FIRE SHAFT -1

RWDP - 1

3500

2000

1600

450

RWDP - 1

CUT-OUT ABOVE

300

STORE

EQ 700

Elevation 1 - c

1600

1900

1500

4700

CUT-OUT ABOVE

FIRE SHAFT -2

TOILET

7200

SHAFT ABOVE

PR - 107

18.07.2013

ARCHITECTURAL LAYOUT UPDATED

1700

300

900

1700

Elevation 1 - a

2900

FFL : 103.950 m SSL : 103.900 m

4700

D1 1500

-17.06.2013

ADDITIONALISSUED DRAWINGS SHAFTSTO PROVIDED SITE FOR THE TOILET

D 3100

3.5M WIDE CORRIDOR

RAMP (SLOPE 1:12) [TO SEPARATE DETAIL]

FFL : 103.350 m SSL : 103.300 m

1500

7200 EQ

FFL : 103.350 m SSL : 103.300 m

4700

MS GRILL [TO SEPARATE DETAIL]

800

ALUMINUM CHANNEL PARTITION [TO SEPARATE DETAIL]

RAMP (SLOPE 1:12) [TO SEPARATE DETAIL]

200

WINDOWS

PART PLAN - A 1 : 100 03A

03B 3500

04A

1800

4150

950

05A

4150

07A

5100

4700

4150

4700

950

08A 950

4700

4150 4700

10A

7100

4150

6700

4700

11 950

11A

950

4150

12A 1800

12B 3500

4700

1800

5100

6700

4700

VENTILATORS

WIDTH OF OPENING

HEIGHT OF OPENING

SILL LEVEL

LINTEL LEVEL

GD 1

1800

2200

GD 2

2000

2200

750

1800

1850

114

750

2200

1000

2200

1500

2200

1500

2200

1800

2200

900

2200

600

900

1800

1600

2200

450

1000

2150

3200

450

1750

200

1950

750

1000

2150

3200

750

1750

200

1950

750

2950

200

3150

1000

1150

1750

3050

1000

2050

200

3100

1175

950

2150

1950

1175

1000

1450

2400

W10

1175

200

2550

W11

1175

2350

200

3050

W12

1340

950

2150

2550

W13

1340

2350

200

3900

W14

3300

1100

200

3900

3100

1150

2450

3600

3100

1300

1850

3150

750

1000

2150

3150

NAME

COUNT

20 3

CLIENT:

350

FIRST FLOOR 107.50 m

950

4700

325

5000

DATE

-DRAWINGS ISSUED TO SITE

REFERENCE LINE

1700

1500

STARICASE - 2 [TO SEPARATE DETAIL] NO. OF RISERS = 04 TREAD = 300 mm RISER = 150 mm

1000

1700

300

500

GD2

FLOOR DRAIN

LOBBY

6700 STARICASE - 1 [TO SEPARATE DETAIL] NO. OF RISERS = 24 TREAD = 300 mm RISER = 150 mm

300 2900

1500

2000 500

5200

3500

MS GRILL [TO SEPARATE DETAIL]

REFERENCE LINE

880

870

1000

FFL : 103.950 m SSL : 103.900 m

870

3900

FFL : 103.950 m SSL : 103.900 m

880

REFERENCE LINE

GD2

600

FLOOR DRAIN

300

FLOOR DRAIN

REFERENCE LINE

PHE SHAFT -19 [TO SEPERATE DETAIL] 200

ALUMINUM CHANNEL PARTITION [TO SEPARATE DETAIL]

W11

800

GD2

4700

3800

1112

4700 1300

3925

DINING

STARICASE - 1 [TO SEPARATE DETAIL] NO. OF RISERS = 24 TREAD = 300 mm RISER = 150 mm

1500

ENTRY - 2

DESCRIPTION

1113

600

ALUMINIUM CHANNEL PARTITION [TO SEPARATE DETAIL]

900

750

600

450 300

GD2

Kadapa Road, Karakambadi, Tirupathi. PH: +91-877-2265000 Ext: 7191 Fax: +91-877- 22856000

2300

GD2

GROUND FLOOR 103.90 m

3600

2800

2250

GD2

1400

850

M/s. AMARA RAJA INFRA PVT. LTD.

3.5 m WIDE CORRIDOR

DESIGN CONSULTANTS:

InFORM ARCHITECTS

STAIRCASE NO: 2 [TO SEPARATE DETAIL] NO. OF RISERS = 04 T = 300 mm R = 150 mm

#422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: projects@informarchitects.com

STAIRCASE NO: 2 [TO SEPARATE DETAIL] NO. OF RISERS = 04 T = 300 mm R = 150 mm

STRUCTURAL CONSULTANTS:

VISDA ENGINEERING THOUGHTS

Elevation 1 - a 1 : 100 13 5100

12B 1800

12A 3500

11A

1800

MS GRILL [TO SEPARATE DETAIL]

FIRST FLOOR 107.50 m

12 4150

11 950

10A

950

4150

MS GRILL [TO SEPARATE DETAIL]

09 7100

08A 4150

950

07A 950

MS GRILL [TO SEPARATE DETAIL]

07 4150

MS GRILL [TO SEPARATE DETAIL]

06 5100

05A 4150

950

04A 950

04 4150

03B 1800

03A 3500

VISION STRUCTURAL DESIGN AID, #72, 3RD FLOOR, 50 FEET ROAD, HANUMANTH NAGAR, BENGALURU - 560019 MEP CONSULTANTS :

MECA PROJECT ENGINEERS Pvt. Ltd. BUILDING SERVICES CONSULTANTS SLJ TOWERS, # 297, 2ND FLOOR, (ABOVE ALAHABAD BANK)100FT RING ROAD, BSK 3RD STAGE, 4TH PHASE, NEAR DEVEGOUDA PETROL BUNK, BANGALORE – 560 085

MS GRILL [TO SEPARATE DETAIL]

275

3150

PROJECT NAME: W5

BOY'S HOSTEL FOR AMARARAJA AT PETAMITTA.

1000

750

600

STARICASE - 1 [TO SEPARATE DETAIL] NO. OF RISERS = 24 TREAD = 300 mm RISER = 150 mm

450

200

GROUND FLOOR 103.90 m

1000

STAIRCASE NO: 2 [TO SEPARATE DETAIL] NO. OF RISERS = 04 T = 300 mm R = 150 mm

STARICASE - 1 [TO SEPARATE DETAIL] NO. OF RISERS = 24 TREAD = 300 mm RISER = 150 mm

SCALE

DATE

PROJECT NORTH N

As indicated

17.07.2013

DRAWING STATUS:

GOOD FOR CONSTRUCTION DRAWING TITLE:

TYPICAL CORRIDOR DETAIL-GF

Elevation 1 - c 1 : 100

DRAWING NO

ARH/BH/WD/ PR - 107

REVISION

Author

AMARARAJA HOSTELS, INDIA

MASTER PLAN

750

1500

1000

STRUCTURAL LINTEL LVL

1500 STRUCTURAL LINTEL LVL

1600

1000

500

STRUCTURAL LINTEL LVL

750

1. • • • • • • • • • • • • 2. 3.

2150

2200

2150

2200

2150

2200

2150

2200

1850 1800

2200 2150

PROJECT SPECIFIC NOTES:

GENERAL NOTES:

IMPORTANT

1. WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. 2. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. 3. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. 4. WRITTEN DIMENSIONS TO BE FOLLOWED. 5. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. 6. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . 7. DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

LEGEND

FINISHED FLOOR LVL

ELEVATION

FINISHED FLOOR LVL

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

OUTSIDE

INSIDE

1500

OUTSIDE

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION

INSIDE

1000

FINISHED FLOOR LVL

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION

700 OUTSIDE

FINISHED FLOOR LVL

DOOR SHUTTER AS PER SPECIFICATION

INSIDE

750

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION INSIDE

FINISHED FLOOR LVL

OUTSIDE

DOOR FRAME AS PER SPECIFICATION INSIDE

OUTSIDE

REVISIONS: SL.NO

1500

1500 OUTSIDE

DESCRIPTION

DATE

114

SCHEDULE OF OPENINGS DESCRIPTION GLAZED DOOR

DOORS

NAME

WIDTH OF OPENING

GD 1

2000 750

750

1000

1500

1800

1600 EQ

STRUCTURAL LINTEL LVL

2000

1800

STRUCTURAL LINTEL LVL

WINDOWS

2150

2200

2150

2200

2150

VENTILATORS

1800

2200

2150

2200

900

2200

1850

114

2200

1800

2200 2200

600

900

1600

2200

COUNT

2200

900

LINTEL LEVEL

2200

900

1800

2200

450

1000

2150

3200

450

1750

200

1950

750

1000

2150

3200

750

1750

200

1950

750

2950

200

3150

1000

1150

1750

3050

1000

200

3100

1175

950

2150

1950

1175

1000

1450

2400

W10

1175

200

2550

W11

1175

W12

1340

2050

2350

200

950

3050

2150

2550

20 3

W13

1340

2350

200

3900

W14

3300

1100

200

3900

3100

1150

2450

3600

3100

1300

1850

3150

750

1000

2150

3150

CLIENT:

M/s. AMARA RAJA INFRA PVT. LTD. 900

Kadapa Road, Karakambadi, Tirupathi.

FINISHED FLOOR LVL

ELEVATION

2200

D8 W1

STRUCTURAL LINTEL LVL

SILL LEVEL

2200 1800

1500

D6 D7

HEIGHT OF OPENING

1800

GD 2 D1

FINISHED FLOOR LVL

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

FINISHED FLOOR LVL

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION

FINISHED FLOOR LVL

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION

FINISHED FLOOR LVL

ELEVATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION

DOOR SHUTTER AS PER SPECIFICATION

DOOR FRAME AS PER SPECIFICATION

PH: +91-877-2265000 Ext: 7191 Fax: +91-877- 22856000

DESIGN CONSULTANTS:

InFORM ARCHITECTS #422,Second Floor,9th Main Road Banashankari IInd Stage Bangalore-560 070.Ph/Fax: 080-26713360/61/62 Email: ggc@informarchitects.com STRUCTURAL CONSULTANTS:

VISDA ENGINEERING THOUGHTS INSIDE

INSIDE

1800 OUTSIDE

INSIDE

900

OUTSIDE

INSIDE

1500 OUTSIDE

VISION STRUCTURAL DESIGN AID, #72, 3RD FLOOR, 50 FEET ROAD, HANUMANTH NAGAR, BENGALURU - 560019

INSIDE

1800

OUTSIDE

MEP CONSULTANTS :

OUTSIDE

GD1

GD2

MECA PROJECT ENGINEERS Pvt. Ltd.

BUILDING SERVICES CONSULTANTS SLJ TOWERS, # 297, 2ND FLOOR, (ABOVE ALAHABAD BANK)100FT RING ROAD, BSK 3RD STAGE, 4TH PHASE, NEAR DEVEGOUDA PETROL BUNK, BANGALORE – 560 085 PROJECT NAME:

PROPOSED BOY'S HOSTEL FOR AMARARAJA AT PETAMITTA. SCALE

1:25

DATE

PROJECT NORTH N

31/07/2013

DRAWING STATUS:

GOOD FOR CONSTRUCTION DRAWING TITLE:

Door- Window Schedule DRAWING NO

ARH/BH/WD/ AR-600

REVISION

AMARARAJA HOSTELS, INDIA

The Final design is achieved by articulating the punctures in the facade evenly to bring maximum light and Ventilation for each room.

Key Plan

FOR REFERENCE ONLY AMARARAJA HOSTELS - BOY'S HOSTEL

GROUND FLOOR PLAN

08.04.2013

GROUND FLOOR PLAN

08.04.2013

1 : 250

Ground floor - Orthogonal cut View Boys Hostel | Ground Floor View

3.6 m

3.7 m

Section I

Section III

Boys Hostel | Section

First floor plan - Orthogonal cut View Boys Hostel | First Floor View

North East - Perspective View

Front Elevation Second floor plan - Orthogonal cut View

Boys Hostel | View 01

Boys Hostel | Second Floor View

Boys Hostel | View 02

South West Perspective View

South East Perspective View

Terrace floor plan - Orthogonal cut View Boys Hostel | View from NE

Boys Hostel | View 03

Boys Hostel | View 04

AMARARAJA HOSTELS, INDIA

This Vertical Neighborhood project is coming at Bangalore,India. There are Totally 76 dwelling Units each of which are planned in such a way, each unit gets good ventilation and Lighting inside. I was involved in the Facade designing of the project along with the Guidance of chief architect Kiran Venkatesh. The main idea of designing the facade is to keep it as simple to the Indian Context , at the same time to Innovate new design idea for the Building.

MARIGOLD PROPERTIES - APARTMENTS, INDIA

Series of renders showing the facade design all around the building. The Zig -Zag Pattern wrapped around the Building gives each apartment its own Identity from Exterior. The beauty of the Mass is played with cut and fill in the Vertical strips, which in turn makes it more easier to play with the color

MARIGOLD PROPERTIES - APARTMENTS, INDIA

The site is located in National Institute of Technology, Rourkela one of the prestigious institutions in India. As a competition project it had a lot of scope in playing with the mass and spatial design of the building, which was really helpful for me in understanding the characters of the building. I along with the few Architects were involved in the Facade design of the Building.

NIT - GOLDEN JUBLIEE BUILDING (EDUCATIONAL CAMPUS) , INDIA

This project is a design proposal at Bangalore, India. I was one of the lead in designing the Coneptual and Facade Design of the Building with a Team of Architects . The main idea behind the working was to stack each and every apartment of the building with notion of Deconstructing the regular box forms . The details around the extended edge of the facade makes each and every level of the building to stand out.

GSPL PROPERTIES - APARTMENTS, INDIA

ACADEMIC

UNDER GRADUATE WORKS

DESIGN BRIEF: Research park is a group of high-tech manufacturing firms and research organizations that are located near the leading research university and use the benefits of interaction with the university. Research parks formed near the universities, but independent from them, on the one hand ensure the commercialization of scientific developments, and provide additional income for teachers and students. On the other hand, creating structure of commercial activities, prevent over-commercialization of the universities themselves.

IIT EDUCATIONAL CAMPUS

FUTURE PHASE

PROPOSED SITE

UPCOMING INFORMATION TECHONOLOGY COMPLEX

MAIN ROAD ( IT CORRIDOR EXPRESS WAY) SECONDARY ROAD SITE BOUNDARY INTERNAL CIRCULATION POSSIBLE ENTRY

SITE ANALYSIS: The site is located in chennai capital city of Indian state, Tamilnadu. It is located near the Indian Institute of Technology (IIT) one of the most prestigious institutions of India. The city has a tropical wet and Dry Climate. As it lies on the Thermal Equator it records maximum temprature during the Summer. The Site plan shows the proposed site is in midst of dense green forest and High Rise building . It has entry on two side one from the 50 feet road abutting the IIT campus and other sub road connecting the site to Artery Road of the city.

THESIS - RESEARCH PARK

Mass developed based on the site constraints and program components was analyzed and a Solar study was done to check the sunâ&#x20AC;&#x2122;s Intensity and Radiation.

January 13th

February 13th

July 13th

August 13th

March 13th

April 13th

September 13th

October 13th

May 13th

June 13th

November 13th

December 13th

THESIS - RESEARCH PARK

Based on the site study and data collected from the site. The Geometry of the building was tweaked a little. The main idea was to keep the flow of the Vertical and Horizontal Movement. The Vertical mass consists of Office space, Transit hotel, shops, restaurants and Conference halls stacked up. The Horizontal mass consists of Research modules and Incubations center spread over. The main concept is to make Building climate Responsive , So skin of the Facade is made up two Glazed curtain wall inside and Horizontal Louvre strips outside. The louver strips acts a responsive material. It is achieved by distortion of depth in the Louvre is by a simple 90 degree twist which makes it to reveal the Elements there behind. This also act as Screening by Blocking the Sun rays entering the building. Each and Every point of the Louvre is connected to the sensor and can be manipulated easily according to the temperature.

Typical Sectional View of Louver and Glass

Site Zoning - With Building Foot print

Mass Development

Building Components

Final Mass Design

Parametrically Controlled Louvers.

THESIS - RESEARCH PARK

View of the Building From Exterior Road

View of the Building From Inside Courtyard

THESIS - RESEARCH PARK

PROJECT DESCRIPTION: The objective of the design should satiate the purposes of spatial flexibility, energy efficiency and visual impact. The site is Located in the IT Hub of Chennai, India. The goal is to design the Building which makes it the Iconic Structure of that place.

36.30 m

FORM EVOLUTION: The Design expanded with the evolution of form for the Building , as the form defines the space inside the Building. • Based on the given criteria - the maximum height and setback of the Building, a rectangle box with void was extruded. • The program components required a very less space , so a part of the Extrusion was subtracted. • An addition of semi-cylinder to Form gives a enormous view to the city.

85.80

INFORMATION TECHONOLOGY BUILDING

FIRE EXIT

UP GENTS TOILET

OFFICE 250 SQ M SERVICE ENTRY

LADIES TOILET

FIRE EXIT

AHU UNIT

AHU, HUB & UPS UNIT 160 SQ M

ELECTRICAL UNIT

SERVICE LIFT

UPS UNIT

SECURITY CHECK

STALL 1 ---

SERVICE ENTRY STALL 2

CINEMATIC PROJECTED AUDITORIUM

UP UP

The Structurally Glazed Wall are Inclined helps in deflecting the sun radiation. The service core, lift well and stair well are placed centrally for easy and smooth vertical circulation.

STALL 3

+ 1.2 m

STALL 4

STALL 5

The Skin of the Building is made up of Double Glazed Glass to prevent the heat to penetrate in the East and West Direction as the city is more prone to heat during Summer.

CAFETERIA AND FOOD COURT

STALL 6

STALL 7

STALL 8

Ground Floor Plan UP

FIRE EXIT

AHU, HUB & CPU UNIT 160 SQ M

+ 3.7 m

---

CINEMATIC PROJECTION AUDITORIUM

235 SEATING

SHOPPING AREA 1900 SQ.M.,

First Floor Plan

PANTRY

CABIN DN

FIRE EXIT

CABIN 2

MEETING ROOM

ELECTRICAL ROOM, AHU ROOM, CPU ROOM

TOILET (G)

ELECTRICAL ROOM

TOILET (L)

AHU ROOM

OFFICE PARTITION 2

DCR ROOM

8.39

7.29

WAITING AREA ---

OFFICE PARTITION 1 DN

PANTRY OFFICE PARTITION 3

MEETING ROOM

BOSS CABIN

PANTRY

CABIN

MEETING ROOM

Typical Floor Plan

INFORMATION TECHONOLOGY BUILDING

This workshop intends to explore Computer Aided Design (CAD) as a means to enable architectural creativity whilst still responding to complex spatial and material performance constraints. Experts from Zaha Hadid Architects, London, AA School of Architecture, SCI - Arc, Los Angeles and Sasaki Engineers, Tokyo etc., Everyday briefed us with the thought process of fabrication method and Techniques in the Design studio. We were taught to design the Creased Shell Structure (Background Image). We were exposed to the design techniques and analysis methods to design and build the prototype. The Workshop aimed to continue both the exploration and streamlining of the multi-stage process of concept to physical manifestation and the agenda of exploring physics-based design methods, integration of form and structure, computational methods of optimization for fabrication, and adaptation to local means, methods and craft .

ARCHITECTURE ASSOCIATION VISITING SCHOOL INDIA - WORKSHOP

PROTOTYPE DESCRIPTION: The prototype objective was to establish a design pipe-line that enabled a rigorous work flow between physical material behaviors and digital constraints. By articulating the materials with creases and folds we found that the shell structures were able to achieve higher strengths and larger spans. To test out the performance, Tutors designed the installation with a thin 1mm sheet of aluminum that resulted in two cantilevering shells. In total, 15 standard sheets of aluminum were laser cut at a local manufacturer in Bangalore. The assembly time took 3.5 hours per shell and was constructed by us, a team of 30 Students in one night.

coutesy of john-klein.com

Courtesy of john-klein.com

ARCHITECTURE ASSOCIATION VISITING SCHOOL INDIA - WORKSHOP

The workshop design started with Basic exercise on curves . With the curves a pattern was created on flat plane to check Gaussian Curve. The pattern was created manually with papers to understand the crease, valley and mountain of the folds. The paper modeled origami shape was converted digitally in Maya.

ARCHITECTURE ASSOCIATION VISITING SCHOOL INDIA - WORKSHOP

The design was to create a shading element for the Roof top terrace in the building, where the workshop was conducted. The final design of the Digital prototype was appreciated by the Juries . One of the key points mentioned by the Tutors was the stability of the paper model. The Ribs running through panels made by the pinch holds the panels together with out any vertical support. The thin shell on the whole with weak and strong joints was a good experiment for the understanding of structure with architecture.

ARCHITECTURE ASSOCIATION VISITING SCHOOL INDIA - WORKSHOP

ACADEMIC

POST GRADUATE WORKS

AUTONOMY OF COMMUNICATION: Fragility is one of the fundamentals in Architecture. ‘A space for interaction’ becomes a precursor for our project to support the narrative of communicative hierarchy and its tacit play of strong and fragile association within that environment. The project aims to explore this condition in a thickened surface which is often read as a layer of uniformly condensed network creating a specific degree of division within itself. For us ‘the wall’ no longer functions as partition but as base, it encapsulates, envelopes everything that takes place within. It keeps the ambiguity of inside and the outside intact within its layered composition. The system of such association oscillates in the gradation of strong and fragile, thus giving rise to a multitude of spaces formed within the house. We tend to investigate the project within a hierarchy of specified matrix of volume, structure and linkage. By cutting, folding, bending and layering the two dimensional surface deforms into three dimensional creating possibilities of stable and unstable fragments between its matrix. The act of ‘the wall-house’ is yet communicative and orderly as much as it gestures to be unruled and in chaos.”

RUNDGANG 2014 - WALL

ORCHESTRATING THE DEPTH OF LIGHT: Actively participated in making this mammoth prototype for LUMINALE, Light festival in Frankfurt. The Project was short-named as Orchestra. ‘Orchestrating the Depth of Light’ (ODL) is an installation that pushes the boundaries of what embedded media technology in architecture is. Installed at Roßmarkt in central Frankfurt, ODL forms an intersection of the historical and contemporary commercial urban context, advanced light technology, computer programming and architecture. ODL uses the media technology to animate the complex depth of the architectural surface while inviting passers-by and visitors to engage with ODL’s interactive lighting system, which is triggered by camera flashlights.

Picture Courtesy Satish saklani

ORCHESTRA - LUMINALE 2014

Church Open Ground Green Space Proposed Site For Visitors Center - 1070 Sq.m ENTRY

Pﬀarhaus

VISITOR’S CENTER - DESIGN PROPOSAL

Admin - 37.5 sq.m

Shop - 75 sq.m

Restroom- 37.5 sq.m

Locker - 37.5 sq.m

Cafetria - 100 sq.m

Permanent Display Space 200 sq.m

Temporary Display Space 200 sq.m

VISITOR’S CENTER - DESIGN PROPOSAL

nEllipses Ellipse

Varying Radius

Varying Angles of Each Plane

Connecting Corresponding Ellipse to Form The Spiral Path

Formed Spiral Path (Regulated with the above parameters)

VISITORâ&#x20AC;&#x2122;S CENTER - DESIGN PROPOSAL

Adding Skin to the Spiral Path

Line Profile Following the spiral path

Rectangular Profile Following the spiral path

Polygonal Profile Following the spiral path

Sectional Cut through the Geometry Looking in to the Interior Path and Flow of the Profile

VISITORâ&#x20AC;&#x2122;S CENTER - DESIGN PROPOSAL

VISITOR’S CENTER - DESIGN PROPOSAL

22.2M

4.6 M GL

Section A

22.2M

8.5M 3.9M GL

Section B 22.2M

Plan 8.5M 3.9M GL

Section C

VISITOR’S CENTER - DESIGN PROPOSAL

R A JAMANICK AM GOVINDAR A JAN argram30@gmailcom

+49 15218819261