Architectural Portfolio-Kiran Gutte by kiran gutte

KIRAN GUTTE

ARCHITECTURE

PORTFOLIO

MS. KIRAN GUTTE I, Ms. Kiran Gutte have pursued my Bachelor Degree of Architecture from Mumbai University Through these five years of degree I have enjoyed the process of design. I am an enthusiastic learner and always eager to learn new things. I hope to achieve my goals through sheer hard work and I am always looking forward to new opportunities.

Education Indian Eduacation Society College of Architecture, Mumbai. Bachelor of Architecture (B.Arch)

(2022)

Parle Tilak Vidyalaya Association’s Sathaye College, Mumbai. Higher School Certificate (H.S.C.)

(2017)

Indian Education Society, Mumbai. Secondary School Certificate (S.S.C)

(2015)

8355851570

Certified Cources kirangutte28@gmail.com

A3/33, Marol Police Camp, Marol Maroshi Road, Andheri (E)- 400059

BIM Architecture Professional Course NOVATR

(2023)

Workshops

Achievements & Competitions

kiirangutte

Cob Workshop at Dahanu Leewardists Workhop Bamboo Workshop Rhino Workshop Dynamo Workshop

2019 2019 2018 2020 2023

LIK (Citation) INTACH

2018 2020

Skills

LANGUAGE

AutoCad

SketchUp

Revit

Naviswork

Lumion

Photoshop

InDesign

Illustrator

- Marathi - English - Hindi

Twinmotion

CONTENTS 01 02

ENZYME-Capstone Project, Hong Kong.

03 04 05 06 07

Sports Authority Gujarat.

NOVATR

Jawaharlal Nehru Stadium, Shillong. Collage Design Ltd. ,Mumbai Collage Design Ltd. ,Mumbai

Design Dissertation - Latur. Organic Farming Training and Awareness Center.

Airport Hotel, Navi Mumbai. Sem IX, Architectural Design

Working Drawings. Sem VI

Competitions.

Novatr Capstone Project, Hong Kong

01 NOVATR

CAPSTONE BIM PROJECT It is a Redevelopment Project of a building which was built in 70’s but the building doesn’t maximize the currently allowed GFA for the plot so we need to utilize the unused GFA to build a building that can give a better return of investment while making the building a landmark in the urban point.

ROAD

QUEENS ROAD CENTRAL 30000 4050

6000

8125

11825

N 816216420 E 833845457

---

ENTRY

LIFT LOBBY

ENTRANCE FROM U/G

-1245 1 A104

B A

1200 NE

RTY LI

PROPE

ENTRANCE LOBBY ENTRY PROPERTY LINE

1005

G101 A105

0.0M

SITE PLAN

PROJECT INFORMATION

Name- Enzyme Oneistox, Hong Kong.

Tools used for Project :

Buildig Type- Mixed Used Office and Service Apartment

For Modelling - Revit -

Site Area- 203.7 Sq.m.

For Clash Test - Navisworks

Site

1 :Gross 100 Floor Area- 2811.1 Sq.m.

Height- 21 Storey Floor Area Ratio- 13.8 FAR Achieved- 2800 Sq.m.

WELLINGTON STREET

For Renders & Presentation - Revit & Twinmotion Level of Detail : LOD 350

0.0M

20M

10M

20M

60006000 6000 6000 6000

81258125 8125 8125 8125

72007200 7200 7200 7200

2 2 2

46254625 4625 4625 4625

1 Room Room Room Schedule-L16 Room Room Schedule-L16 Schedule-L16 Schedule-L16 Schedule-L16 1 Name Name Name Number Number Number Area Area Level Level Name Number Number Area Area Area Level Level Level 1 Name By Room Number Legend

LiftLift Lobby Lobby 11 11 111111 15 15 m²15 m² L16L16L16 Lift Lift Lobby Lobby Lobby 15m² 15 m²m² L16 L16 11Lift LiftLift 1 Lift 12 3 m² L16 1 1 12 1Lift Lift 1 12 12 12 3 m² 3 3 m² m² 3 m² L16 L16 L16 L16 12 LiftLift 2 Lift 2 2 213 13 131313 3 m² 2Lift 3 m² 3 3m² m² 3 m²L16L16L16 L16 L16 13Lift - - - - -- - - Toilet 14 14 141414 2 m² Toilet Toilet Toilet 2 m² 2 2m² m² 2 m²L16L16L16 L16 L16 14Toilet Room 15 1 m² L16 Room 15 15 1515 1 m² Room Room Room 1 m² 1 1m² m² L16L16L16 L16 15 Staircase 16 16 161616 14 14 m²14 L16L16L16 Staircase Staircase Staircase m² 14m² 14 m²m² L16 L16 16Staircase Toilet 17 2 m² L16 Toilet 17 17 1717 2 m² Toilet Toilet Toilet 2 m² 2 2m² m² L16L16L16 L16 17 1 1 11 1 Room 18 18 181818 1 m² Room Room Room 1 m² 1 1m² m² 1 m²L16L16L16 L16 L16 18Room 2 2 22 2 Room 19 2 m² L16 Room Room 19 Room Room 19 19 19 2 m² 2 2 m² m² 2 m² L16 L16 L16 L16 19 3 3 3 3 3 Room 20 20 202020 2 m² Room Room Room 2 m² 2 2m² m² 2 m²L16L16L16 L16 L16 20Room 21 Office 2 21 33 m² L16 Office Office 2 2 21 Office Office 2 2 21 21 21 33 33 m² 33 m² 33 m² m² L16 L16 L16 L16 4 4 44 4 22 Office 1Office m²30 L16L16L16 11 Office 1 5 122 22 222222 30 30 m² 30m² 30 m²m² L16 L16 5Office 5Office 55 23Balcony Balcony 23 23 232323 5 m² Balcony Balcony Balcony 5 m² 5 5m² m² 5 m²L16L16L16 L16 L16

11 D1

D1 D1

---

CP CPCP CPCP

Balcony

Room

Toilet

Office 2

CP CPCP CPCP

D1 D1 D1 D1D1

Office Office Office Office Office Terrace Terrace Terrace Terrace Terrace

5 7 5 55 5 2 7 77

6 68 6 6 8 88 8

Staircase Staircase Staircase Staircase Staircase 4

9 99 9

4 44 4

BalconyR1 ---

B B A B A A

1---

A104

R1A104 1

A104 1 A104

---

Balcony

Office 171

Balcony

23 R1 ---

22 1 D1 D3 Office Office 1 D1 22 Room Toilet Room 22 18 17 19

23 Balcony Balcony --- 1 23 Office 23 --22-

Room

---

5 6000 6 6

4050

4 4 4

8125

Toilet

Room

2 2

56800 D1

Room Room

Lift-2

8125 2

7200

Staircase

Room

Room -

30000 6000

8125

1 1 A104 A104

Balcony Balcony 23 23

-----

CP CP

Office Terrace

9 99 9

20M

10M

By Room Number Legend

3 m² 3 m² 33m² 3m²m² L15L15 L15 L15 L15 14 m² 1414 m² 1414 m² m²m²L15L15 L15 L15 L15 2 m² 2 m² 22m² 2m²m² L15L15 L15 L15 L15 2 m² 2 m² 22m² 2m²m² L15L15 L15 L15 L15 2 m² 2 m² 22m² 2m²m² L15L15 L15 L15 L15 2 m² 2 m² 22m² 2m²m² L15L15 L15 L15 L15 1 m² 1 m² 11m² 1m²m² L15L15 L15 L15 L15 1 m² 1 m² 11m² 1m²m² L15L15 L15 L15 L15

By Room

By R By R 2

CP CP

7200 Lift Lobby

2 CP

Room

3Lift-23 3 33 3 Lift-2 Lift-2 Lift-2 Lift-2 4Staircase Staircase 4 4 44 4 Staircase Staircase Staircase 5Room Room 5 5 55 5 Room Room Room 6 Room 6 6 66 6 Room Room Room Room 7 Toilet Toilet Toilet Toilet Toilet7 7 77 7 8Room Room 8 8 88 8 Room Room Room 9 Room 9 9 99 9 Room Room Room Room 10 Room 10 1010 Room Room Room Room 1010

1 4625

56800 Lift Lobby A105 G101 1 D1 D1 Lift Lobby 11 D1 D1 11 D1Lift-1 D1 Room Room 56800 D2 Toilet Room Lift-2 D1 D1 Office CP D1 D1 5 CP 6 8 7 Toilet 2 3 D1 D1 Room Room Toilet OfficeOffice 1 Lift 1 Lift 2 Room Toilet D3 2 D3 Toilet Room Lift 1 Lift Office 1 14 Terrace 19 20 17 13 14 22 19Staircase 12 20 17 12 13 Room D3 22 Room D3 Lift Lobby D2 56800 D3 D3 4 Staircase 10 9 D1 1 D1 Room Staircase Room Room Room 16 D1 D1 18 16 15 Room Room 56800 D2 Toilet Room18 Lift-1 Lift-2 15 7

8 88 8

By Room Num By R 11 By11R By R 12 12 11 By13Room Num 11 13 12

1 1

-----

4625

--R1 ---

56800

7 77 7

11 15

Office

12 14 13 13 15 Office 2 14 12 16 CP 14 16 15 21 2 13 Office CP 17 15 17 Office 2 16 14 18 21 CP 16 18 21 17 CP 15 19 17 19 18 16 20 CP 18 20 19 17 21 19 21 20 18 22 20 22 21 19 23 21 23 1 22 Room Schedule-L16 20 1 22 23 21 Name Number Area G101 A105 1 23 A105 G101 22 1 - 10M 11 15 m² 20M 20M 20M 20M 5M 5M 10M 5M 0.0M 10M 10MLift Lobby 0.0M 0.0M 5M 0.0M 23 A105 G101 Lift 1 12 3 m² 1 A105 G101 Lift 2 13 3 m² Toilet 14 2 m²20M A105 G101 5M 10M 0.0M Room 15 1 m² Staircase 16 14 m² Toilet 17 2 m² Room Room Room Room Schedule-L15 Room Schedule-L15 Schedule-L15 Schedule-L15 Schedule-L15 Room 18 1 m² Room 19 2 m² -Name Name Name Name Name Number Number Number Area Area Number Number Area Area AreaLevel Level Level Level Level Room 20 2 m² Office 2 21 33 m² 1Lift Lift Lift Lobby 1 1 11 1 15 m² L15L15 Lift Lift Lobby Lobby Lobby Lobby 1515 m² 15 m² m²m² L15 L15 L15 Office 1 15 22 30 m² 2Lift-12 2 22 2 Lift-1 3Balcony m² L15L15 Lift-1 Lift-1 Lift-1 3 m² 33m² 3m²m²23 L15 L15 L15 5 m²

0.0M

4625

6 66 6

30000 Lift-1

4050

10 10 101010

D3 D2

B B A A

3 CP

Office Terrace

C C

Lift Lobby

6000

A105 G101

CP CP

3 3

Lift Lobby

4050

7200

56800

---

TYPICAL FLOOR PLAN

CP CPCP CPCP ---

CP CP

30000

5 5

A104

---

Lift 11 Lobby D1 D1 D1 Lift Lobby D1 11 Toilet D1 Room Office 2 Lift 1D1 D1 Lift 2 11 D1 Lobby Toilet Lift Room Room Toilet Lift 1 Lift 2 14 D1 D1 20 21 D1 D1 12 13 14 Toilet 1 1 1- 1201 11 17 Room 19 Toilet Room D1 D1 121 132 Lift D3 Lift Toilet D1 Toilet Room Room 14 D3 D3 Lift 1 Lift 2 - 20 17 Staircase 19 A105G101 A105 A105 A105 A105 G101 G101 G101 G101 12 13 D1 14 Staircase Room Toilet 17 19 20 D3 Office 2 Room 16 Lift 1 D3 Lift 2 12 Room 13 Room D3 D3 15 16 Staircase 14 20 1812 Room 13 15 21 Room Staircase 16 Room D3 Room 18 15 16 Staircase 18 15 Room

Toilet Room

CP CPCP Office 1CPCP

---

56800 56800 56800 56800 56800 Office Office Office Office Office CP

10 10 101010

D1 D1

---

CP Room Room Room Room Room Lift Lobby CP

CP -

D3 D3 D3 D3D3 CP

D3 D3 D3 D3D3

Room Room D2 D2Room D2 D2Room D2Room 9

3 33 3 6 CP

2 22 2 3

Room

D1 D1 D1 D1D1

D256800 D2 Toilet D2 D2D2 Room Room Room Room Room Room Room Room Room Room Room Room Room Room 56800 56800 56800 56800 Toilet Toilet Toilet Toilet Lift-1Lift-1 Lift-1 Lift-1 Lift-1 Lift-2Lift-2 Lift-2 Lift-2 Lift-2

ByBy Room By By By Room Room Room Room Number Number Number Number Number Legend Legend Legend Legend Legend

Staircase

16 Lift Lobby LiftLift Lobby LiftLift Lobby Lobby Lobby 18 56800 56800 56800 56800 56800 1 1 11 1 D1 D1 D1 D1D1

D1 D1 D1 D1D1

C C C

Lift 2

Room

---

A104

Lift 1

Toilet Room

Office 1

Staircase 4

CP CP

ATYPICAL FLOOR PLAN CP

Office

3 4 5

56800 Office 2 Office 2 21 21

7 1 8 2 9 3 10 4

CP CP

56800 1

Room 10

G101 A105

Name

5 6 7 8 9

1 Schedule-L15 Room 1

Number A105 G101

5M 10M 5M A10510M G101 0.0M 0.0M 5M 0.0M 5M 5M 10M 10M10M 0.0M 0.0M Lift Lobby Lift-1 0.0M Lift-2 1 Staircase

11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23

By6 Room

N NN

- - -

N NN

- - - - --

3 3 3 CP

30000 30000 30000 30000 30000

4 4 4

Lift Lobby

04050 4050 4050 4050

5 5 5

6 6 6

---

1 2 5M 3 4

Area

Level

20M 20M 20M20M 20M

15 m² 3 m² 10M 3 m² 14 m²

L15 L15 L15 L15

20M

L5 L6 19800 23500 L4 L5 16100 19800 L3 L4 12400 16100 L2 L3 8700 12400 L1 L2 5000 8700 L1 L0 5000 0 B1 L0 -3407

3700

OFFICE 2

3700 3700

56800 mm 61316 L15 L 15

3700 3700

56800 mm 61316

3700 3700

DETAILED SECTION-A Section Detail

SS1-200MM

L 15L2 56650 m

Section Detail

Curtain Wall

1 : 50

1-2 1

Architectural Floor

Beam

200 150

1-2 1

600

60500 mm 65016 675

200 L16 L 16 60500 mm 65016

Room 10

False Ceiling Room

CALLOUT SECTION-1LL1515

56800 mm 61316 L15 L 15

Structural Wall

Section Detail 1 : 50

Architectural Wall Structural Wall

CALLOUT SECTION-2 250

200

250

Stairs Architectural Floor

LONGITUDINAL SECTION

10M

20M

CALLOUT SECTION-3

OFFICE

56800 mm 61316

2600 50 300 600 50 300 600

L16 L 16

2600

3700 3700

300

Structural Floor

0.0M

Longitudinal Section

SS1-200MM

L 15L2 56650 m

1 : 50

Structural Floor

1 : 200

3700

L15 L 15

-3407

Longitudinal Section

3700

2700

OFFICE 2

L 16L2 60350 m

2700

2600

250 600 250 600

2600 50 300 50 600300 600

3700 3700 3700 3700 3700 3700 3700 3700

3700 3700

L6 L7 23500 27200

Room

177 177 177 177

L7 L8 27200 30900

200 150

L8 L9 30900 34600

Room

L 16L2 60350 m

SS1-200MM

675

L9 L10 34600 38300

60500 mm 65016

SS1-200MM

L16 L 16

3700 3700

L10 L11 38300 42000

60500 mm 65016

3700 3700

L11 L12 42000 45700

L16 L 16

3700 3700

L12 L13 45700 49400

1-2 1

3700 3700

L13 L14 49400 53100

3700 3700

L14 L15 53100 56800

3700 3700

L15 L16 56800 60500

3700 3700

L16 L17 60500 64200

3700 3700

L17 L18 64200 67900

3700 3700

L18 L19 67900 71600

1-2 1

3700 3700

L19 L20 71600 75300

3700 5000

L20 L21 75300 79000

5000 3407

L21 L22 79000 82700

3407

82700

L22

OFFICE

1 L22

45700 L10 L11 38300 42000 L9 L10 34600 38300 L8 L9 30900 34600 L7 L8 27200 30900 L6 L7 23500 27200 L5 L6 19800 23500 L4 L5 16100 19800 L3 L4 12400 16100 L2 L3 8700 12400 L1 L2 5000 8700 L1 L0 5000 0 B1

3700

1 : 75

South Elevation Detail 1 : 75

L21

L21 79000

L20 75300

2 2

3407

South Elevation 1 : 200

South Elevation Detail

79000

-3407

900

3700

3700 3700

75300

-3407 L0 0

900

3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700

L20

Horizontal Mullion -25X140M

3700 3700

49400 L11 L12 42000

DETAILED ELEVATION-A

3700 3700

53100 L12 L13 45700

L21 L20 79000 75300

Vertical Mullion -50X500M

3700 3700

56800 L13 L14 49400

Curtain Wall

3700 3700

60500 L14 L15 53100

2 A105

L22 L21 82700 79000

3700 3700

64200 L15 L16 56800

2 A105

3700 3700

67900 L16 L17 60500

3700 3700

71600 L17 L18 64200

3700 3700

75300 L18 L19 67900

3700 3700

79000 L19 L20 71600

3700 3700

82700 L20 L21 75300

3700 5000

L21 L22 79000

5000 3407

82700

3700

L22

82700

0.0M

SOUTHERN ELEVATION

10M

20M

South Eleva 1 : 75

1 59450 59450

50 50

59450

30000 7200

4625

2600

L15

1 : 100

30000 8125

7200 -

B A

2600 2600

8125

100 100

4625

1 : 25

59400

CEILING-C2

1 : 25

59450 59450

59400

N NN C1

59400

26002600

G101 A105

59400

5M 10M10M 0.0M 5M 10M10M 5M 10M 5M 0.0M 0.0M 0.0M 5M 0.0M

REFLECTED CEILING LAYOUT OF TYPICAL FLOOR

0.0M

20M20M 20M 20M 20M 20M

10M

2 1 G101 A105

100

59450

NAVISWORKS CLASH DETECTION 100

50 2600

59450

1 : 25

CEILING-C1 3

1 : 25

AEC AEC AEC

50mm thk. Layer of Grass

1208, IFC, 1208, 1208, IFC, IFC, West Kowloon West West Kowloon Kowloon Hong Kong Hong Hong Kong Kong

70 70 70

AEC Engineering Co AEC AEC Engineering Engineering Co Co

Structural Engineer Structural Structural Engineer Engineer

AEC Engineering Co AEC AEC Engineering Engineering Co Co

AEC AEC AEC

Firefighting Consultant Firefighting Firefighting Consultant Consultant

ABC Design Consultancy ABC ABC Design Design Consultancy Consultancy

ABC ABC ABC

Terrace Floor Detail

2100 2100 2100

2030 2030 2030

AEC AEC AEC

1208, IFC, 1208, 1208, IFC, IFC, West Kowloon West West Kowloon Kowloon Hong Kong Hong Hong Kong Kong

Local Architect Local Local Architect Architect

ABC Design Consultancy ABC ABC Design Design Consultancy Consultancy 806, Arion Commercial Center, 806, 806, Arion Arion Commercial Commercial Center, Center, 2-12 Queen's Road West 2-12 2-12 Queen's Queen's Road Road West West Sheung Wan, Hong Kong Sheung Sheung Wan, Wan, Hong Hong Kong Kong

ABC ABC ABC

25mm thk. Floor Finish 75mm thk. Foam Seal Insulation

2 50

250

Lead Design / BIM Consultant Lead Lead Design Design / BIM / BIM Consultant Consultant

50mm thk. Concrete

ABC ABC ABC

1:5

806, Arion Commercial Center, 806, 806, Arion Arion Commercial Commercial Center, Center, 2-12 Queen's Road West 2-12 2-12 Queen's Queen's Road Road West West Sheung Wan, Hong Kong Sheung Sheung Wan, Wan, Hong Hong Kong Kong

Client Client Client

Terrace Floor Detail

Owner Owner Owner

1:5

SECTION Sliding Sliding SlidingDoor Door DoorSection Section Section 999 111: :10 :10 10

200mm thk. Decking Slab

Flooring Detail

Enzyme APD Ltd Enzyme Enzyme APD APD Ltd Ltd

1:5

FLOORING DETAIL

Project Name Project Project Name Name

15mm thk. Gypsum Wall Board

ENZYME - -ONEISTOX ENZYME ENZYME ONEISTOX - ONEISTOX

Sliding Door Frame

1197 1197 1197

415

586 586 586

Sliding Door

70mm thk. Cellulose 1:5

Queens Road Central, Central Queens Queens Road Road Central, Central, Central Central District District District Sheung Wan, Sheung Sheung Wan, Wan, Hong Kong Hong Hong Kong Kong NN22° 17' 5.40'' N22° 22° 17' 17' 5.40'' 5.40'' EE114° 9'9'12.12'' E114° 114° 9'12.12'' 12.12''

425

Drawing Title Drawing Drawing Title Title

ELEVATION Sliding Sliding SlidingDoor Door DoorElevation Elevation Elevation 888 111: :10 :10 10

ABC Design Consultancy ABC ABC Design Design Consultancy Consultancy

100MM THICK WALL

200

250

Interior Designer Interior Interior Designer Designer

Project Status Stage: Project Project Status Status Stage: Stage:

SLIDING DOOR PLAN

Sliding Sliding SlidingDoor Door DoorPlan Plan Plan 777 111: :10 :10 10 100MM THICK WALL

100MM THK WALL

Date: 09/21/23 Date: Date: 09/21/23 09/21/23

Drawn: Author Author Drawn: Drawn: Author

Drawing No: Drawing Drawing No: No:

380

Scale: Project Number Project No: @@A1 Scale: Scale: AsAsindicated Project Project Number Number Project Project No: No: @ A1A1 As indicated indicated

Check: Check: Check: Checker Checker Checker

380

Assembly Sheets for your Assembly Assembly Sheets Sheets for for your your walls, floors and doors walls, walls, floors floors and and doors doors

Rev. Rev. Rev.

1:5

Project Number - -ENZ - -ARC - -G102 Project Project Number Number ENZ - ENZ ARC - ARC -G102 G102

1175

1165

1 : 10

Fire Door Section 1 : 10

2100

Fire Door Elevation

2100

2030

380 10 2000

380 20

900

425

415

2000

TERRACE FLOORING DETAIL

1 AEC :AEC 5AEC Engineering Co Engineering Engineering Co Co

1:5

Electrical Engineer Electrical Electrical Engineer Engineer

Sliding Door

Terrace Floor Detail

200

250mm thk. Concrete Floor 425

250

1208, IFC, 1208, 1208, IFC, IFC, West Kowloon West West Kowloon Kowloon Hong Kong Hong Hong Kong Kong

415

Sliding Door Frame

Mechanical Engineer Mechanical Mechanical Engineer Engineer

Sliding D 1 : 10

1000

1165 900

Fire Door Elevation 1 : 10

300

Fire Door Plan

1 : 10

DOOR FAMILY - 900 X 2100 5

400

1175

300

Slid

1 : 10

DOOR FAMILY - 900 X 2100-PROPERTIES 6

Fire Door Section 1 : 10

Sliding Door Elevation 1 : 10

Sliding Door S 1 : 10

Jawaharlal Nehru Stadium, Shillong

COLLAGE DESIGN LTD.

JAWAHARLAL NEHRU STADIUM-SHILLONG Upgradation of Existing Football Stadium in Shillong with the seating capacity of 30,000 Spectators. Also Introducing Tennis Indoor Sport Complex, Practice Courts and A Indoor Sports Building.

LEGEND FOP

UGT

BLEACHERS

INDOOR TENNIS COMPLEX

NORTH STAND

PRACTICE GRIUNDS

SOUTH STAND

PROPOSED PRACTICE ATHLETIC TRACK

PROPOSED INDOOR SPORTS BUILDING

5M 0.0M

E C FA TO D AM NE BE LIG ING A L T AL IS W F EX O

W-04

TOP AT L WALL 0M LV +100.9

540 50

ELECTRICAL ROOM

FD1 +99.70M

N17

450

W-0

NP-ST +101.35.-03 M

2800 AL

450 AL

425

150

NP-S

555

150

W-04

W-03

500

565

1200

2860

FD2

F.R +99 .L. .15M

.-02

120

WALL ALIGN FACE OF BEAED TO M

T.O.C.

W-03

N18

GZ-02

FD1 D5

NS WARDE ROOM

W-03

WALL TO +101.50 P AT M LVL

250

TOC +

11 2

123

LVL

F.R.L. +99.15M LVL.

W-03

500 2800

AL AL

150

AL AL

GT01

2100

375

550

1650

1315

450

375

165

W-04 W-04

540

880

150

AL AL

246

1060

M .40 99 C+ TO

10 0

90 0

79 W 0 +1 ALL 01 TO .95 P A 90 M T 0 LV M L TO TO ALE C + ILE 99 T .70 M

5 33

00 29

90 18

50 18

W-03 D TO ALIGNE WALL OF BEAM FACE

330

0 142 NED TOT AT

LIG T-OU U LL A WA E OF C EDG FLOOR 1ST

570

WALL ALIGNED TO FACE OF BEAM

1550

N30

N24 W OF AL EX L AL IST IG IN NE G D BE TO AM F A

AL AL

330

N16

N28

72 5

N25

N23

N19

540

65 01

N26

0 75

14 C

65 38

0 29

0 103

0 425 N22

N21

N20

WALL +10 TOP A 1.50 M LV T L

9 UP 9.05M

82 10

5 298

T PA TO LVL LL WA 0.90M AL +10

400

2400

AT OP LVL LT AL 0M W 00.6 +1

200

100

855

200

770

2890

1320

0 W-0

500

1200

3205

FD2 160

165

475

W-0

400

T.O +99 .C. .85M

IT RACK

TO IGNED WALL AL BEAM FACE OF

FA PANEL

DORMITO

FEMALE

2230

0 210 RACK

W-0

P AT WALL TO LVL 0M +101.5

1200

FFL +9 TOC +99.75M 9.70M

LOUNGE

450

2250

500

450

NS WARDE OFFICE

1900

330

100

OP14

835

RMITOR

D1 GT01

LE DO

GZ-06

N15

FEMA

AT OP LVL LL T WA 1.50M +10

GZ-03

AL 390

150

N14

1770

N13

.40

C+

W +1 ALL 01 TO .9 P 5 M AT LV TO C+ L 99 .40 M

177

N12

T.O +99 .C. .70M

GT0

TO IGNED WALL AL BEAM FACE OF

220

KER

LOC

1060

FE +9 TO MAL 9.40 M ILE E T

LOCKER

W-

W FA ALL CE AL OF IGN BE ED AM T O

W-

N11

W-

177

0 1A5L

W +1 ALL 01 TO .95 P A M T LV L

KER

D3 KER

LOC

N10

2020 210

AT OP VL LL T M L WA 01.95 +1

O ED T LIGN LL A EAM WA E OF B FAC

N09

N08

5 D2 8

0M T 99.4 ILE C + TO TO ALE FEM

D5 IN WA KING TE R

396

ING INK DR TER WA

-0

-S

N07

00 4250

KIT

ME E RO TIN OM G

H A DIS ARE SH

E AG OR ST AREA

TR A RO ININ OM G

H DIS OP DR EA AR

-0

W +1 ALL 01 TO .80 P M AT LV L

TO D NE M LIG EA LA FB AL O W ACE F 6 .-0 -ST 5M NP 01.3 +1

ES H E AC C O FI C OF

N IO SS U A C E IS AR

N29

+9 TO 9. C 85 M

Z-0 4

N06

N27

35 AL

2 W

20M

10M

Y NC GE ER XIT EM E

FF TO L +9 C + 9. 99 75M .70 M

-0

N05

+9 GZ

1400

O DT NE M ALIG BEA LL F WA CE O FA

S20

123

.15 TO +99 ED T AT LIGN T-OU U LL A WA E OF C EDG FLOOR 1ST

S18

S12

450

P AT WALL TOM LVL +101.50

FD2

0 21 10

S21

450

160

6 34

S19

W-0

3000 3

OP14

300

5550

2800

SP-ST. +101.35-04 M

500 AL

FHC

+99.70M LVL.

1600

4250

150

FD1 330

FD1

100

S11

W-04 WALL AL 6125 W-04 FACE OF IGNED TO BEAM

TOC +99.70M

NS RO

WARDE

VL ML

860

GZ-02 AL

ELECTRICAL ROOM 1400

425

T PA TO LVL LL WA 0.90M +10

2350

WALL AL IG FACE OFNED TO BEAM

WALL AL EDGE OF IGNED TO 1ST FLOO CUT-OUT AT R

S10

AL WALL W-04 ALI FACE GNED TO OF B EAM

360 FD2

6650

S09

S08

520

P AT WALL TOM LVL +101.50

TOP AT WALL M LVL +101.50

2230

W-

S23

850

FD2

S22

WALL ALIGNED TO FACE OF BEAM

+99

LE MA ET TOIL

GT0

.70

+99

185

W-0

LOUNGE

GZ-12

ENTRANCE LOBBY

TOC

2805

1700

WALL AL IG FACE OFNED TO BEAM

WALL TO +101.50 P AT M LVL

FICE

NS OF

WARDE

TOC

180

MALE Y ITOR DORM

2805

113

FFL +9 TOC +99.75M 9.70M

1700

S07

W-0 WA 4 4 FAC LL ALIG 900 EO F BE NED TO AM

MALE DORMITO

F TO FL + C 99 +9 .7 9. 5M 70 M

-0 1

N04

TO E D AG NE M OR LIG EA ST LA FB AL O W ACE F

OP REC 14 EP T

N03

TO D EA NE AR LIG EAM AL H A B AS LL F W A EO W C AT L ND FA OP LV HA L T 0M G AL .5 IN W 101 NN EA + DI AR

W A AR ITIN EA G

N02

S28

LL T

2800

S27

+10 OP 203 1.50M L AT 5 VL

GZ-0

S24

FHC

WA 200 EDG LL ALIG 0 1ST E OF C NED T FLO UT-O O OR UT AT

D TO ALIGNE WALL OF BEAM FACE 0 3

GZ-06

M .40

0 W1

WALL ALIGNED TO FACE OF BEAM

5700

0 43 00 23 25

+99

0 106

TOC

M .70

175

OP1

.-02

T P-S

150

S06

FD2

ERS

LOCK

WALL ALIGNED TO FACE OF EXISTING BEAM

LOCKER

180

175

AL ED IGN L AL NA LL TER EAM WAO EX F B T CE O FA

KER

LOC

240

D1 0 150 D3

AT OP LVL LL T WA 1.95M +10

1 60 0 30 2 AL 00 00 32 AL 60 94 W 0 1

-0

-S

S25

180

KER

LOC

KIT

WALL OF EX ALIGN ISTIN ED TO G BEA FACE M

LOC KER WA S FAC LL AL E O IGN F C ED OLU TO MN

D Y NE DR UN ALIG OF LL CE WA O FA M T BEA

S05

INK

550

15T 5 D4 0

E FAC TO NED M LIG BEA LL A TING A ING W EXIS INK R DR ATE OF

IN W D1 ATER G

ILE

JAN

S26

30 TO

D3 D4

W +1 ALL 01 TO .9 P 32 5M L AT VL 60

FFIC

AT OP LVL LT AL 5M W 01.9 +1

L TO AUN C D 32 5 +99.7RY 60 20 0M 0

0 TO D 49 NE AM LIG BE L A OF AL CE W FA O PT LU AL 0M W 00.6 630 2 +1

.-0

H AS W D EA AN AR

65 28

FF TO L +9 C + 9.7 99 5M .70 M

100

S04

-ST

H DIS SH WAREA 0 A 60

LL FA ALIG CE NE OF D BE TO AM

14 OP 300 C FH

A D1

SSIO

AT OP LVL LT AL 0M W 00.6 +1

S03

S02

DIS

M E RO ETI OM NG

C. O. M T. 9.85 +9 UP

S29

UP T02 G

S30

N NI

5M .7 0M 99 .7 GZ FL + +99 F C TO 01

-0

E PO NTR RC Y H

S01

00 24

NORTH STAND-GROUND FLOOR PLAN

W AL OF L A EX LIG IST NE IN D T G O BE FA AM CE

-0

20M

10M

0.0M

AL AL

PDB1 LDB PDB2

W FA AL CE L A OF LIG BE NE AM D T O

FHC

AL50

+9 +9 9.7 9. 5M 70 M

TR RO AIN OM ING

500 1265

F TO FL C

WA +1 LL T 00 .90 OP A M LV T L

15 0

N01

C FA TO D AM NE BE LIG NG L A TI AL XIS W FE O

20M

-0

80M 20M

10M 10M40M

SITE PLAN 15

20M 5M

0.0M

S17

S16

S15

S14

S13

SOUTH STAND-GROUND FLOOR PLAN

0.0M 0.0M

5M 5M

10M 10M

20M

D NE LIG AL L A RN AB AL TE SL W O EX OF T CE FA

OP -1 4

15 0

D NE LIG F M L A E O EA AL C B W O FA ING T IST EX

25 AL

W T AL EX O FA L AL IST CE IG IN O NE G F D BE AM

W T AL FA O EX L AL CE TE IG OF RN NED SL AL AB

N28 N27

10 38 D2

N24

AL 0 180 0 125

N23

167

0 106 AL

800

550

N22 N21

N20

N19

W1 1180

330

FHC N17

W T A FA O E LL A CE XT LIG OF ERN NE SL AL D AB

NP-ST.

OP-07

1140 AL

OP-02

NP-ST.-04

1100 1110 W1 W1 MALE TO 12005X ILET-01 4950 M M WALL FD2 +105.2TOP AT 5M LV L

OP-0

900

700

OP-16

110

100 AL 0

300

450

W T AL EX O FA L AL IST CE IG IN O NE G F D BE AM

-03

OP-14

OP-07

5810

WALL AL TO FACE IGNED EXISTIN OF G BEAM DN

275 1200

N16

20M

10M

N18

1100

TREAD= RISER=1 300MM WIDTH= 50MM, 4NO'S 3555MM

L ELECTRICA ROOM

450

AL W1

250

1250 1060

1100

ED WALL ALIGN TO FACE OF M EXISTING BEA

FD1

100

1100

AL 400

1100

2275

T-01 E TOILE FEMAL 4950MM 14405X

N15

FD2 W1

N14

W1 W1

T.-0

NP-S

N13

JANIT O S ROOMR'D4

550

OP-0

1750

3000

T OP A VL L LL T WA 5.25M +10 4850

N12

520

FD2 0

100

T.-0

180

NP-S

R'S ITO D4 JAN OM RO

1250

900

FE M 14 ALE 40 T 5X OIL 49 ET 50 -0 MM 1

WA +10 LL TO 5.2 P A 5M T 485 LVL 0

N11

1560

800

D2 4

JAN IT ROO OR'S M D

AL 1060

1750

2275

O AL

N10

550

N09

30 11 AL

155 0

N08

1 2 T-0 FD W1 ILE M TO 50M LE 49 MA 005X T 12 PA L TO LV LL 5M WA 05.2 +1

-02

125

W TO ALL EX FAC ALIG IST E NE ING OF D BE AM

N25

106

32 14

C FHP-14 O

6 .-0 ED -ST IGN AL F LL E O EAM WA FAC G B 'S O IN

-05

T.O.C. +105.425M

S30

2250

25 0 AL

-1

-0 OP

+102.30M

O 50 P-1

-S

5 OP

-1 LV

3300

.05

-05

156

600

485

110

160 AL

900

+103.05M LVL.

175

W1 1100

1100

330

1180

2275

OP-14 285 1470

FHC

160

S21

S20

S23

S22

650

S25

S24

0.0M 0.0M

5M 5M

20M 20M

10M10M

S16

S15

S14

S13

S17

20M

OP02A

OP-07

S18

OP-16

300

SP-ST.-03

S19

OP-02

W1 W1

T.-0

SP-S

OP-0

FD2

1060

1140

ED ALIGN WALL CE OF TO FA NG BEAM EXISTI

ELECTRIC ROOM

1250

1100

T-01 E TOILE FEMAL 4950MM 14405X

AT OP VL L LL T WA 5.25M +10

SOUTH STAND-FIRST FLOOR PLAN

450 3025

+106.475M T.O.C. +106.325M

3000

T.O.C. +105.425M

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

3300

+102.30M T.O.C. +101.50M

+100.05M

GZ-10

650

STAIRCASE-01&02

+108.160M

MEZZANINE FLOOR F.F.L. +106.05M T.O.C. +106.00M

PLINTH LVL F.F.L. +99.75M T.O.C. +99.70M GROUND LVL F.F.L. +99.15M T.O.C. +99.05M

DN WALL AL TO FACE IGNED EXISTING OF BE SP-ST.-0 AM 4

MALE TO 12005X ILET-01 4950M M

1107

FD1

TREAD= RISER=1 300MM WIDTH= 50MM, 4NO'S 3555MM

S12

S11

10M

250

S10

900

5650 WALL TO +105.25 P AT M LVL

FD2

3000

D4JANITOR'S ROOM

AL 550

700

S09

S08

1060

OP-0

1250

UPPER BOWL F.F.L. +109.075M T.O.C. +109.025M

T.-0

100

0.0M

156

SP-S

180

1750

800

167

110

S07

SECTION B-B

0 WA +10 LL TOP 5.25 AT ML VL

106

AT 1 OP LVL T-0 LT M ILE M AL 5 TO 50M W 05.2 LE 49 +1 MA 005X 2 1 W1 FD

0 125 0 180

100

R'S ITO JAN OM D4 RO

800

167

493

550

160

AL 227

550

FD2

250

175

JAN IT ROO OR'S M

126 5

129 0

S06

'S OR NIT M JA ROO

FE M 14 ALE 40 TO 5X 49 ILET 50 -01 MM

-02

S05 OP

+100.05M

TR RIS EAD WID ER= =300 T 150 M

DN H=355MM, M 5M 4N W M O'S TO ALL A EX FAC LIGN IST E O ED ING F B SP EA -ST M .-0 6

30 00 STAIRCASE-01&02

-1

S04

1ST FLR MID-LANDING F.F.L. +104.520M T.O.C. +104.500M

S26

PLINTH LVL F.F.L. +99.75M T.O.C. +99.70M GROUND LVL F.F.L. +99.15M T.O.C. +99.05M

-0

TOC +101.50M

S03

S02

S27

-S

S28

-0

5 73 AL

-0

S29

N07

T IST MM 4NO , 0 X DNE AD=3050MM5MM 1 5 E TR ER= =35 RIS IDTH W

0.0M

3025

N26

-0

-1

NORTH STAND-FIRST FLOOR PLAN

T.O.C. +106.325M

160

20M

.05

+1 AL

+106.475M

D NE L LIG NA B L A ER LA AL T S W O EX OF T CE FA

N29

W T AL EX O F L A IST AC LIG IN E O NE G F D BE AM

N06

-0

-S

P-

N05

3000

-S

N04

-0

N02

N03

-0

N01

75 M LVL.

+103.05

S01

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

+108.125M

D NE LIG F M L A E O EA AL C B W O FA TING T IS EX

UPPER BOWL F.F.L. +109.075M T.O.C. +109.025M

1ST FLR MID-LANDING AL F.F.L. +104.520M T.O.C. +104.500M

MEZZANINE FLOOR F.F.L. +106.05M T.O.C. +106.00M

N30

0 +1

SECTION-AA’

0.0M 0.0M

1.5M 5M

3M 10M

6M 20M

KEY PLAN :

302

194

UPPER BOWL F.F.L. +109.075M T.O.C. +109.025M LEGEND

MEZZANINE FLOOR F.F.L. +106.05M T.O.C. +106.00M

INSIDE

T.O.C. +106.325M

450

STAIRCASE-05

T.O.C. +105.425M

DETAIL-Y

3000

05 04 03 02 01 00 11.04.2023

STATE SPORTS COUNCIL MEGHALAYA

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

ARCHITECHT

COLLAGE DESIGN PVT

+102.30M

200 125

650

63 125

+100.05M 1

100

7 6

FACADE CONSULTANT

FACADE CONTRACTOR

3300

www.collagedesign.net

150

904

STAIRCASE-03

DETAIL-Z

300, Sai Sampanna, Station Vikhroli East, Mumbai 400 +91 22 2574 0842 / 43 / 4 3/7, Gr. Floor, Sarvapriya V Hauz Khas, New Delhi 110 +91 11 4512 0207

ARCHITECTURE | INTERIORS | PMC

PLINTH LVL F.F.L. +99.75M T.O.C. +99.70M GROUND LVL F.F.L. +99.15M T.O.C. +99.05M

ISSUED FOR APPROVAL

CLIENT

250

1ST FLR MID-LANDING F.F.L. +104.520M T.O.C. +104.500M

781

OUTSIDE

+106.475M

3025

DETAIL-W

125

150

SECTION A-A

200

PROJECT

UPGRADATION OF JN MAIN STADIUM, SHILLONG, MEGHALAYA

KEY PLAN :

DRAWING NAME:

3600

01 PE - 05

474 12

474

A-A

3600

SLOPE

200

100 50 150

DT-22

ACP CLADDING DETAIL IN SECTION

PE-06

SCALE

1:7

7 6

PARTIAL SECTION 2

B-B PE - 05

PARTIAL SECTION

B-B PE - 05

PARTIAL SECTION

1) 2)

05 04 03 02 01 00 11.04.2023

ISSUED FOR APPROVAL

2) STATE SPORTS COUNCIL

CLIENT

MEGHALAYA

ARCHITECHT

COLLAGE DESIGN PVT. LT

www.collagedesign.net

300, Sai Sampanna, Station Rd Vikhroli East, Mumbai 400 083 +91 22 2574 0842 / 43 / 44 / 4 3/7, Gr. Floor, Sarvapriya Vihar Hauz Khas, New Delhi 110 016 +91 11 4512 0207

FACADE CONSULTANT

50 FLOOR 1STFLR MID LANDING 1ST A-A SECTIONF.F.L.+103.05M F.F.L.+104.520M T.O.C.+103.00M T.O.C.+104.500M 150

1ST FLOOR F.F.L.+103.05M T.O.C.+103.00M PLINTH LVL F.F.L.+99.75M T.O.C.+99.70M

GROUND LVL PLINTH LVL F.F.L.+99.15M F.F.L.+99.75M T.O.C.+99.05M T.O.C.+99.70M

LEGEND 2)

ARCHITECTURE | INTERIORS | PMC

7 6

125 375000

452

LEGEND

LANDING 1ST FLR MID FLOOR MEZZANINE 2) F.F.L.+104.520M F.F.L.+106.05M T.O.C.+104.500M T.O.C.+106.00M

SLOPE

GROUND LVL F.F.L.+99.15M T.O.C.+99.05M

FACADE CONTRACTOR

PROJECT

UPGRADATION OF JN MAIN STADIUM, SHILLONG, MEGHALAYA DRAWING NAME:

ACP CLADDING DETAIL IN SECTION

05 04 AFS-JNS-TD-DT-22 R0 03 02 01 05 00 11.04.2023 04 03 02 CLIENT 01 00 11.04.2023 KP

DESIGNED :

CHECKED :

DRAWN :

APPROVED :

SCALE (A1) :

1:7

DATE :

11.04.2023

DRAWING NO:

REV No:

STATE MEGH

194

CLIENT ARCHITECH

STATE S MEGHA

449

ARCHITECHT

ARCHITECTURE | I

www.colla

781

SECTION A-A OUTSIDE

ARCHITECTURE CO FACADE| INTE

INSIDE

www.collaged

3600

N14 N15

3600

01 DE-21

N14 N15 +100.05M

FD1

FACADE CON

05 04 03 02 01 00 11.04.2023

ISSUED FOR APPROVAL

CLIENT

STATE SPORTS COUNCIL MEGHALAYA ARCHITECHT

COLLAGE DESIGN PVT. L

www.collagedesign.net

FACADE CONSULTANT

325

300, Sai Sampanna, Station R Vikhroli East, Mumbai 400 0 +91 22 2574 0842 / 43 / 44 / 3/7, Gr. Floor, Sarvapriya Vih Hauz Khas, New Delhi 110 016 +91 11 4512 0207

FACADE CO

ARCHITECTURE | INTERIORS | PMC

585

RACK

FD1

FA PANEL

+106.475M

162

RACK

3600

01 3600 DE-21

30 62

T.O.C. +106.325M

465

T.O.C. +105.425M

3600

FACADE CON FACADE CONTRACTOR

STAIRCASE-07

NP-ST.-04

3025

125

LEGEND

VL.

NP-ST.-04

3000

452

SLOPE

DE-20

+99.70M L

03 3300

N30

KEY PLAN :

+99.70M L VL.

NP-S T .-

03 PLINTH LVL F.F.L. +99.75M

A-A PE - 05

PARTIAL PLAN

MEZZANINE FLOOR F.F.L.+106.05M INSIDE T.O.C.+106.00M 250

3025

766

01 +100.05M

3025

200

DE-20

3600

SLOPE

200

325

UPPER BOWL F.F.L.+109.075M INSIDE T.O.C.+109.025M

NA N29

IT RACK

NP-S T .-

MAL 120 E TOIL E 0 5 X 4950 T-01 MM MAL 12 E TOIL 0 0 5 X495 ET-01 0MM

N13 NORTH STAND-PARTIAL PLAN

73 766

325

A-A

UPPER BOWL F.F.L.+109.075M INSIDE T.O.C.+109.025M

OUT SIDE

NB N28

SLOPE

N27

200

OUT SIDE

N26

FA PANEL

3600

OUT SIDE

N23

N24

200

IT RACK

3600

N13

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

N22

125

200

OUTSIDE

F HC F HC ELECETLREICA TRL ICAL ROOR MOOM

3600

OUT SIDE

N21

3600

PDB1 LDB PDB2

3600 3600

N19

N25

PDB1 LDB PDB2

1ST FLR MID-LANDING F.F.L. +104.520M T.O.C. +104.500M N12

N18

N20

ACP CLADDING PART ELEVATION

3600 3600

N12

595

SLOPE

UPPER BOWL F.F.L. 36 +109.075M 0 T.O.C.0+109.025M

MEZZANINE FLOOR F.F.L. +106.05M T.O.C. +106.00M

N30

N17

194

ACPPECLADDING PART ELEVATION - 05

360 0

D2 D2

200

ACP CLADDING PART ELEVATION

INSIDE

NA N29

3600

INSIDE

NB N28

3600

SECTION A-A 01

N26

N27

3600 3600

3600

N25

N16

GZ-01

3600

D2 N24

150

STUDY AREA

N11

N12

N13

3600

N23

N14

GZ-01

3600

N10

130

3600

N22

N15

3600

N21

100

3300

3600LVL PLINTH F.F.L. +99.75M T.O.C. +99.70M GROUND LVL F.F.L. +99.15M T.O.C. +99.05M

STUDY AREA

3600

N20

N08

N09

KEY PLAN :

3600

+102.30M

N17

N07

3600

3600 3600

GZ-01

N17

650

GZ-05

N06

N19

100

3600

N05

3600

N01

N02 N03

N04

N18

OP02A

3600

OP05

3600 3600

3600

T.O.C. +105.425M

GZ-01

3600

N17

1800 TYP

3580

3600

250MM SUNK

GZ-05

3600

N13

N14

N15

N16

N17

1800 TYP 3600

3580

N07

N08

N09

N10

N11

N12

3300

1ST FLOOR F.F.L. +103.05M 3600 T.O.C. +103.00M

3600

N06

375000

OP05

3600

OP04

3600

KEY PLAN :

N17 N17 PARTIAL SECTION

N17

OP02A

3600

MALE TOILET

3600

OP04

3000

1ST FLR MID-LANDING F.F.L. +104.520M W1 3600 T.O.C. +104.500M

FIRE TANK 25KLD 3600

3580

3600 3600

3600

REV N

3300 650

MEZZANINE FLOOR W1 3600 F.F.L. +106.05M T.O.C. +106.00M

3600

900 1525

3025

3580

N16

3600 3600

3600

3580

3600

N01

450

3600

VK 11.04.2023

N02

3580

900

UPPER BOWL F.F.L. +109.075M T.O.C. +109.025M

3600

N14 N15

3600 3600

3600

B-B

3600

3600 3600

3600

NA 3600

3600

N16

CHECKED :

3600

DATE :

450

3600

3600 3600

1:7

3600 3600

SCALE (A1) : DRAWING NO:

1:7

N03

591 787

3600 3600

APPROVED :

SCALE

SECTION E-E 3600

3600

PE-06

N04

1697 1328 1697 1303 1697 1328 1697 910 787 910 787910 787 910 787 904 781 12 591 787

3600

DRAWN :

N05

465 1303

3600

N13

ACP CLADDING DETAIL IN SECTION

DESIGNED :

AFS-JNS-TD-DT-23

465

N12

3600

N14 N15

450

3600

450

3600

ACP CLADDING DETAIL IN SECTION

DT-23

B-B

N13

N12

6M 20M

3M 10M

650

SECTION-BB’

1.5M 5M

200

0.0M 0.0M

PROJECT

UPGRADATION OF JN MAIN STADIUM, SHILLONG, MEGHALAYA DRAWING NAME:

PROJECT

ACP CLADDING DETAIL IN SECTION

DT-20

ACP CLADDING DETAIL IN SECTION

PE-05

SCALE

1:7

DESIGNED :

CHECKED :

UPGRAD AFS-JNS-TD-DT-20 STADIUM

DRAWN :

APPROVED :

SCALE (A1) :

1:7

DATE :

DRAWING NO:

11.04.2023

REV No:

3600

N16 N16

3600

N17

+102.30M

PROJECT

ACP CLADDING DETAIL-01

NAM DRAWING UPGRADAT

STADIUM, ACP C

DRAWING NAME DESIGNED :

N17

P ACP CLA K (N

DRAWN :

SOUTH STAND-PART GROUND FLOOR RCP LAYOUT 156

N17

N16

N15

N18

N14

BAL

N13

3000(5 FULL TILES)

N12

BAL

1800

N22

1000

1350

FA PANEL

BAL

NP-S T

.-02

1800

1000

EQ 1000

1600

FE M

ALE

0 60

N25

L BA

EQ EQ

KIT

N26

BA L

N27

0 30

80 0(3 TIL FU ES LL )

0 60 0

MEST E RO TIN OM 30

ING

FU LL

TIL

-S

-0

1 25 800 00

14 00 00 14

0 40

N29 N30

+9 TO 9. C 85 M

TIL

)

18 BA00 L

SL T

RE0 600

10 00

TIL

ES )

25 00

L BA

25 50

22 00

CE P

TI ON 36 1000 00

W 1200 A AR ITIN 1 EA G 200 W

AIT

N30

N IO SS U A C E IS AR

DIS

50 0

0 27

N29

E AR

0B A

)

TIL

BA L

L BA

G IN NN DI

N28

ES H AC O C900

ST 0

N28

N27

G IN NN A DI ARE

TR A RO ININ TO RA ININ G M

60 0 EQ

OO M

NC GE ER XIT M E E

LA UN DR Y

ST EQ

AC UN INDO IT OR

DR WA IN INK WAG TEEQ T IN R ER G

EQ INK

N26

AC UN INDO IT OR

6 .-0 -ST 5M NP 01.3 +1

N HE

ND HA HING S 00 WA 1A8REA

OIL ET

C FH

N25

1900

GE RA

WT TOILE T WP 1 1

BAL

FE MA LE T

BA L

ILE TO

BAL

1800

FV 3 CP 1

O ST

BAL

KER

TILE

A FEM

BAL

1800

1350

1700

1900

1350

N24

1900

1350

T.O +99 .C. .85M

1350

1800

N24

600

1800

1320 BA 0(L22 FULL

BAL

1800

1350

1800

ITORY

RY RMITO

1800

BAL

1800

BAL

1800

2000

E DO FEMAL

1500

1950

1600

1800

DORM

1800

NS WARDE E OFFIC

1350

1800

BAL

LOUNGE

1500

2400

1800

N23

BAL

2350

1350

KER

2400

FEMALE DORM ITORY

FEMAL E

1800

BAL

600 300

2350

1300

1800

BAL

2350

1050

BAL

1050

1000

1800

900

N21

1000

N20

3000

BAL

NS WARDE ROOM

2000

1800

1900

BAL

2350

FEMALE DORMITORY

N09

4200(7 FULL TILES)

600

1900

L TILES)

N09

300

600 300

RACK

3600(6 FULL TILES) BAL

BAL

20 FUL

N08

ST BAL

600

BAL

12000(

N08

LOUNGE 1500

BAL 600

300

N10

N19

BAL

1250

300

ELECTRICAL ROOM

BAL

N19

N11

EQ 600 EQ

BAL S)

FULL TILE

2400(4 FULL TILES)

BAL

EQ IT RACK

1800(3 FULL TILES)

BAL

N10

NS WARDE ROOM

3000(5

600

NS WARDE OFFICE FULL 3001(4 TILES)

600

ERS

LOCK

BAL

LOC

N07

FEMALE ORY DORMIT

L TILES)

20 FUL

12000(

TILE

LOC

FULL

KER

LOC

KING DRIN ER

WAT ING INK DR TER WA

N07

ST 300

1 WT 1 ILET E TO WPFEMAL

ALE FEM ITORY DORM

BAL

(15

9000

BAL

)

TIL

KIT

1800

LL FU (3 00 ILES) T

N06

)

TIL

0 60 0 30

N06

NIN

DIN

N05

40 0

)

TIL

N04

G IN NN EA DI AR

N02

0(2

BA 00

N03

36 L

)

TIL

N02 N03

EQ L

N05

T LL

FU 4 (1 00 84

N01

EQ BA

IN INN

N01

) S ILE

N11

0.0M

10M

3 FV 1 CP

ND ING HA ASH W REA A

Y NC EQ GE ER XIT EM QE

L BA

N12

0 60

N13

4 131 67

T LL FU

(3 00 27

NC Y

LL FU (4 S) 00 TILE

A DIN NIN G

AR E

EQ EQ

00 22

00 14

0 100

BA L

TIL

FU LL

00 10

ES )

42 00 (7

CALCIUM SILICATE FALSE CEILING AC INDOOR UNIT 90

0 60

TO RA GE

E EX ME IT RG E

EQ AL B

S) ILE

EQ EQ

L BA

119 QTY

0 30 0 30 0 30

LL FU (12

FE UF EQ

EQ EQ

(7 00 42

D HANHING S WA 18R00EA A

DESCRIPTION

L BA 0 90

0 90

0 90 0 90

0 60

LL FU (3 S) 00 18 TILE L

EQ 50

L BA EQ

L BA

00 10

EQ EQ

) ES TIL

LL FU

BAL

1600

) ES TIL

LES) LL TI

1900

BAL

20M LEGEND

1500

20M

2100

1000

L TILES) 19 FUL

BAL

5400(9

BAL BAL

750

2350

FU 0(20

300 600

3000

2350

BA L

10M

FAN-900MM AC INDOOR UNIT

1200MM TUBE LIGHT-28W LED DOWN LIGHT-18W

2000

2100

1000

750

11400(

BAL

FULL 1800(2 TILES)

2100

1900

1200

FULL TILE

950

1500

EQ 1500

0 0(2 00 12

300

600

BAL

600

300

600

BAL 600 600

2400(4 FULL TILES)

BAL 300 600

BAL 600

600MM TUBE LIGHT MIRROR LIGHT

300

600

BAL

3000(5 FULL TILES)

PDB1 LDB PDB2

ELECTRICAL ROOM FHC

900

2700(3 FULL TILES) BAL

600

6600(11 FULL TILES)

600

UP 600 720012 FULL TILES)

BAL

0 60

60 0

BA L

60 0

12 00 (2 TIL FU ES LL 60 )

BA L

00 (7 TIL FU ES LL )

60 0

42 00 (7 TIL FU ES LL )

EQ 27

24 27

TIL ES )

BAL

EQ EQ

BAL

900 900 700

1200 0(20 600 FULL TILE S)

2700 BAL

FULL TILE

900

LES) LL TI (3 FU

S) TIL E LL

FU (1

BA L 0 60

NP-ST.-03 +101.35M

BAL

N30 NA

12000( 20

N29 N28

N27

EQ 0 20

FU LL

FH C

0 60

TIL ES ) FU LL

(5 00 45

BA L

0 90

0 45 0 90

JN-STADIUM VIEW SOUTH STAND-PART GROUND FLOOR FLOORING LAYOUT

0.0M BAL

GRANITE PATTI HATCH DESCRIPTION TYPE 600X600X10MM THK. VITRIFIED TILES 600X600X10MM THK. ANTISKID VITRIFIED TILES 900X1800X18MM THK. GRANITE FLOORING THRESHOLD

N26

EQ 00 EQ

N25

0 40

.-06 -ST NP 1.35M +10 EQ

N24

600

120

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

GENERAL NOTES NB

NA 150

NC 9000(15 FULL TILES)

600 515

1050

1. ALL DIMENSIONS IN MILLIMETERS AND LEVELS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT PRIOR TO COMMENCEMENT OF EXECUTION. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. THIS DRAWING TO BE READ IN CONJUNCTION WITH THE RELEVANT SERVICES AND STRUCTURAL DRAWINGS.

485

600

BAL

950

600

BAL

950

REVISIONS

N06

REV R0

600

N06

150

ST 950

950

WASH BASIN

COUNTER TOP WASH BASIN

850

FV3 CP1

WT1 WP1

TOC +99.40M FEMALE TOILET

HATCH DESCRIPTION TYPE 600X600X10MM THK. ANTISKID VITRIFIED FLOOR TILES 600X300X10MM THK. DADO TILES THRESHOLD

E TOC +99.70M LAUNDRY

150MM WIDE GRANITE PATTI

CLIENT

STATE SPORTS COUNCIL MEGHALAYA ARCHITECT COLLAGE DESIGN PVT. LTD

BAL

600

300

TOC +99.70M DRINKING WATER

10MM TILE DROP

MEP CONSULTANT MEPCON DESIGN STUDIO.

701 BUMI HEIGHTS SECTOR 4 KHARGHAR. T. 9870145936 E. projects@mepcondesign.co.in

150

BAL

S CPL

600

150

600

FFL +99.615M

600

1065

3000(5 FULL

565

975

975 TILES)

3000(5 FULL TILES)

600

NC NC

TILES)

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

DRAWING TITLE

GENERAL NOTES

JN-NS-TOILET DETAIL FEMALE TOILET-01

TOILET LAYOUT

WP1

1800(3 FULL TILES)

600

BAL NB

300

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

3000(5 FULL

UPGRADATION OF JN MAIN STADIUM, SHILLONG, MEGHALAYA

WP1

NA W1

975

BAL

600

250 MM SUNK

BAL

1800(3 FULL TILES) NC

600

BAL

WP1

BAL

1200(2 FULL TILES)

600

BAL

SHOWER

1050

BAL

SHOWER PLINTH LVL CUBICAL F.F.L. +99.75M

LEGEND

REVISIONS HATCH

1050

900 950

PILLAR DESCRIPTION DATE TYPE DESCRIPTION COCK REV R0 FIRST ISSUE 05-10-2023 EXISTING WALL COUNTER TOP 150MM THK. LEDGE WALL TOP WASH AT +102.10M LEVEL BASIN 175MM THK. RAISED FLOOR STOP COCK 150MM THK. PARTITION WALL BOTTLEKEY PLAN MIRROR TOP AT +102.10M LEVEL TRAP 150MM THK. LEDGE WALL TOP LEGEND AT +101.20M LEVEL 150MM THK. LEDGE WALL TOP HATCH PILLAR DESCRIPTION AT +100.06M LEVEL TYPE COCK 150MM THK. LEDGE WALL TOP EXISTING WALL COUNTER AT +100.90M LEVEL TOP 150MM THK. LEDGE WALL TOP WASH AT +102.10M LEVEL HATCH BASIN DESCRIPTION TYPE 175MM THK. RAISED FLOOR STOP 600X600X10MM THK. ANTISKID COCK VITRIFIED FLOOR TILES 150MM THK. PARTITION WALL BOTTLE TOP AT +102.10M LEVEL 600X300X10MM THK. DADO TILES TRAP 150MM THK. LEDGE WALL TOP AT +101.20M LEVEL THRESHOLD 150MM THK. LEDGE WALL TOP 150MM WIDE AT +100.06M LEVELGRANITE PATTI 150MM THK. LEDGE WALL TOP CLIENT AT +100.90M LEVEL

LAUNDRY 175 MM RAISED

950

900 950

1500 900

BAL

LAUNDRY 175 MM RAISED

02 1:20

175 MM RAISED

300 MM SUNK

ELEVATION AA'

FEMALE TOILET 1

STATE SPORTS COUNCIL

SECTION-AA NC

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

250 MM SUNK

THRESHOLD ARCHITECTURE | INTERIORS | PMC

www.collagedesign.net

150MM WIDE GRANITE PATTI

ELEVATION AA'

STRUCTURAL CONSULTANT CLIENT

FEMALE TOILET 1

WP1

WP1 500

HATCH DESCRIPTION MEGHALAYA TYPE 600X600X10MM THK. ANTISKID ARCHITECT VITRIFIED FLOOR TILES 600X300X10MM THK. DADODESIGN TILESPVT. LTD COLLAGE

600

BAL

WP1

3000(5 FULL TILES)

600

BAL

300

600

BAL

300

600

3000(5 FULL TILES)

BAL

STATE SPORTS COUNCIL MEGHALAYA S CPL

02 1:20

RELEVANT SERVICES AND STRUCTURAL DRAWINGS.

BAL

1500

300 MM SUNK

GROUND LVL F.F.L. +99.15M T.O.C. +99.05M

1200(2 FULL TILES)

600

175 MM RAISED

T.O.C. +99.70M

PLINTH LVL F.F.L. +99.75M T.O.C. +99.70M

WP1

BAL

1050

2400 1800(6 FULL TILES)

900

DIVERTER

1800(3 FULL TILES)

600

BAL

1500

WP1

1800(3 FULL TILES)

600

BAL

950

SHOWER HEAD AS APPROVED

3000(5 FULL TILES)

600

1500

300

S.S. SOAP DISH HOLDER

2400 1800(6 FULL TILES)

SHOWER CUBICAL

1050

WP1 THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

REV. NO.

A4.01.01A

PROJECT NO. 21-P290 REVISIONS GENERAL REV NOTES DESCRIPTION DATE 1:20 NORTH SCALE 1. ALL DIMENSIONS IN MILLIMETERS LEVELS ARE IN METER 05-10-2023 FIRST ISSUE AND 05-10-2023 1STR0 ISSUED ON UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED NCSTRUCTURAL AND WITHAPPROVED THE RELEVANT ARCHITECTURAL, SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY CHECKED OR OMISSION SHALL BEBY BROUGHT SG IN TO NOTICE OF ARCHITECT PRIOR TO COMMENCEMENT OF EXECUTION. VS DIMENSION TO BE DRAWN BY WRITTEN 3. DO NOT SCALE THE DRAWING, FOLLOWED. TO BE READ IN CONJUNCTION WITH THE KEY PLAN MIRROR4. THIS DRAWING

HEADFEMALE AS PLANTOILET 1

APPROVED NORTH STAND

DWG. NO.

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

250 MM SUNK

DIVERTER

STRUCTURAL

BAL

S.S. SOAP DISH HOLDER

ARCHITECT

PROJECT TITLE

1ST FLOOR F.F.L. +103.05M T.O.C. +103.00M

01 1:20

CLIENT

N07

225

150

www.collagedesign.net

7th Floor, Padmavati Heights, Shraddhanand Road, Vile Parle (E), Mumbai - 57. Tel : +91 22 2614 4832 / 66963617/18/19, Fax : +91 22 2617 1804 Email : drawing@sacpl.co , Website : www.sacpl.co

600

150

N07

600

TOILET CUBICAL

ARCHITECTURE | INTERIORS | PMC

600

BAL

SLOPE

STRUCTURAL CONSULTANT

1050

975

BAL

975

TWO WAY BIB COCK WITH HAND FAUCET

WT1 WP1

850

SOAP DISH

NAHANI TRAP

LIQUID SOAP DISPENSER

6000(10 FULL TILES)

150

FV3 CP1

TOC +99.40M FEMALE TOILET

430

150MM THK. PARTITION WALL TOP AT +102.10M LEVEL 150MM THK. LEDGE WALL TOP AT +101.20M LEVEL 150MM THK. LEDGE WALL TOP AT +100.06M LEVEL 150MM THK. LEDGE WALL TOP AT +100.90M LEVEL

FFL +99.925M

600

175MM THK. RAISED FLOOR

600

SLOPE

600

4800(8 FULL TILES)

950

150MM THK. LEDGE WALL TOP AT +102.10M LEVEL

800

150

1050

800

1050

BAL

WALL MOUNTED WATER CLOSET

HATCH DESCRIPTION TYPE EXISTING WALL

600

TOWEL ROD

TOILET PAPER HOLDER

LEGEND

K 800

FFL +99.615M

DATE 05-10-2023

KEY PLAN

225

1350

S.S SOAP DISH HOLDER

150

600

225

600

150

400

BAL

SHOWER HEAD WITH DIVERTER AND TAP

DESCRIPTION FIRST ISSUE

7th Floor, Padmavati Heights, Shraddhanand Road, Vile Parle (E), Mumbai - 57.

1ST FLOOR F.F.L.W1 +103.05M T.O.C. +103.00M TOILET CUBICAL

250 MM SUNK

Tel : +91 22 2614 4832 / 66963617/18/19, Fax : +91 22 2617 1804 ARCHITECT Email : drawing@sacpl.co , Website : www.sacpl.co

MEP CONSULTANTCOLLAGE DESIGN PVT. LTD MEPCON DESIGN STUDIO. ARCHITECTURE | INTERIORS | PMC

701 BUMI HEIGHTS SECTOR 4

www.collagedesign.net KHARGHAR.

ST WP1 600

2150

BAL

600

BAL

3000(5 FULL TILES)

600

BAL

300

600

3000(5 FULL TILES)

BAL

FLUSH

450

175 MM RAISED

1200 450

500

950

ELEVATION BB'

450

350

SECTION-BB

175 MM RAISED

ARCHITECT

STRUCTURAL

S CPL

7th Floor, Padmavati Heights, Shraddhanand Road, Vile Parle (E), Mumbai - 57. Tel : +91 22 2614 4832 / 66963617/18/19, Fax : +91 22 2617 1804 Email : drawing@sacpl.co , Website : www.sacpl.co

TWO WAY BIB MEP CONSULTANT COCK WITH PROJECT TITLEMEPCON DESIGN STUDIO. TOILETHAND FAUCET CUBICAL 701 BUMI HEIGHTS SECTOR 4 WALL UPGRADATION OF JN MAIN KHARGHAR. MOUNTED T. 9870145936 STADIUM, SHILLONG, MEGHALAYA WATER CLOSET E. projects@mepcondesign.co.in LEDGE WALL TOP PLINTH LVL FINISH TO ALIGN DRAWING ARCHITECT TITLE F.F.L. +99.75M CLIENT STRUCTURAL WITH TILE JOINT T.O.C. +99.70M

JN-NS-TOILET DETAIL FEMALE TOILET-01

300 MM SUNK

2150

DRINKING WATER BAL

450

350

BAL

2400 1800(6 FULL TILES)

DRINKING WATER

CLIENT

W1 1200

950

300

500

WP1

500

WP1

LEDGE WALL TOP FINISH TO ALIGN WITH TILE JOINT

2400 1800(6 FULL TILES)

T. 9870145936 E. projects@mepcondesign.co.in STRUCTURAL CONSULTANT

FLUSH DWG. NO. REV. NO. GROUND LVL TWO WAY BIB+99.15M F.F.L. COCK WITH A4.01.01B T.O.C. +99.05MPROJECT TITLE HAND FAUCET WALL PROJECT NO. OF 21-P290 UPGRADATION JN MAIN MOUNTED 1:20 MEGHALAYA NORTH SCALE SHILLONG, STADIUM, WATER CLOSET ST 1 ISSUED ON 05-10-2023 PLINTH LVL DRAWING TITLE F.F.L. +99.75M NC APPROVED T.O.C. +99.70M SG CHECKED BY

DOOR SHUTTER

1800

900

100

1800

473

1800

4R 4A

D FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

125 ELEVATION 900 OUT 2700

900OUT IN

900

FLOORING DOUBLE SHUTTER WOODEN FLUSH DOOR

1050 1050 1050

473 473 473

3050 3050 3050 2950 2950 2950 EQ EQ EQ

1000

600

1000

2100

1050

100

1050 1050 1050

EQ EQ

115

EQ 473 100

100 100 100 473 473 473

2950

3050

SECTION A-A SECTION A-A

DOOR SHUTTER

450

1100

1000

100

1000

1100

1000

1A JN-GA JN-GA

JN-GAN DWG. O

A4.09. DWG.N DWG.

115

03 03

DWG. NO.

OUT

IN D1A 1:20

02 02

REV. NO.

SINGLE SHUTTER WOODEN FLUSH DOOR PROJECT NO. 21-P290 D3 1000 X 2100 1:20 NORTH 1:30 SCALE DOUBLE SHUTTERDOUBLE WOODEN SHUTTER FLUSH DOOR WOODEN WIT

D1A

900

1500 X 2100 1:20

LEGEND

12-10-2023 1ST ISSUED 05 1500 XON2100 APPROVED NC CHECKED BY SG DRAWN BY SPECIFICATION VS

05 05

SR. NO.

ITEM

GRANITE FRAME

18 MM THK AS APPROVED

ALUMINIUM FRAME

JINDAL SECTION AS PER SPECIFICATIONS

FIXED LOUVERS

FROSTED GLASS AS PER SPECS 4R

4R 4A

SR. 2A ITEM 04 OPERABLE LOUVERS NO. 125

PLAN - FIXED GLASS LOUVERED WINDOW

100

115

1000

DOOR SHUTTER MOSQUITO MESH

01 01

1000

ELEVATION

125

FIXED GLASS PANEL

OPENING FOR EXHAUST FAN

ALUMINIUM FRAMED SLIDING WINDOW

4B MOSQUITO MESH

GLASS AS PER SPECS

12502

01 01

1500

125 4H

S N

ELEVATION SPECIFICATION FROSTED GLASS AS PER SPECS

210

1800 IN IN

SPECIFICATION

PLAN PLAN

125

OUT OUT 01

IN 900 IN 900

125 100

PLAN

125

900

DOOR FRAME

OUT OUT

100

INSIDE ELEVATION 500

A4.09. A4.09 PROJECT SCALE PROJEC PROJECT 1ST 08ISSUED SCALEO SCALE APPROV ST ST 1ISSUED ISSUE STADIUM, SHILLONG, MEGHALAYA 1CHECKED APPRO APPROV SECTIONAL PLAN @ C-C DRAWN 01 DRAWING TITLE CHECKE CHECKED 01 01 900 900 900 DRAWN DRAWN I

A. 3 PLY VENEER

210

100

900

1000

2700

900 900 IN 2700

1000

125

SINGLE SHUTTER WOODEN FLUSHPLAN DOOR PLAN

OUT

SECTION D-D

2100

02 02 03 03

DOOR FRAME ALUMINIUM FRAMED SLIDING WINDOW

03 03

DRAW STRUCTURAL DRAWIN JN-GA

2100

900 900

100

SECTION D-D

PLAN WINDOW WITH MOSQUITO MESH PLAN - 3 TRACK SLIDING GLASS

900 125

900

02 02

A4.09.01A

2100

02 01

100

SECTION

OUT

1251A 02

ITEM

SECTION D-D

ARCHITECT

SECTION JN-GATEC-C DETAILS-0103 2700

PLAN

2100

ELEVATION

100

2100

125

1500 X 2100 01

06 OPENING FOR EXHAUST FAN ELEVATION SECTION A-A SECTION

ELEVATION

CLIENT

OUT PROJECT TITLE 07 02 1500 R. TUBULAR TYPE HYDRAULICOF DOOR CLOSER 01 UNIVERSAL UPGRADATION JN MAIN

SINGLE SHUTTER WOODEN FLUSH DOOR D2ELEVATION 05 1200 FIXEDXGLASS GLASS AS PER SPECS ELEVATION 2100 PANEL 1:20 125

ELEVATION

SR. NO.

N. D TYPE HANDLE P. KEY HOLE

5 VENEER FINISH

M. S.S. COVER PLATE

DOUBLE SHUTTER WOODEN FLUSH DOOR WITH VISION PANEL PLAN

D1A 1:20

UPGRA PROJEC PROJEC STADIU UPGRA UPGR STADI DRAWIN STADIU

E. projects@mepcondesign.co.in

OUT

ELEVATION

01 01 02 02 03 03

DOOR SHUTTER ELEVATION OUT IN

OUT 1A

OUT

08 SECTION FRAME 08 DOOR 1:30 SOUTH-EAST GATE

1050

1800

08 SINGLE SHUTTER WOODEN FLUSH DOOR D2 03 1200 X 2100 DOOR 1:20 DOUBLE SHUTTER DOUBLE WOODEN SHUTTER FLUSH DOOR WOODEN FLUSH D1 07 07 INSIDE OUTSIDE 1500 X 2100 1:20 1500 X 2100 08

EQ EQ

PLAN SECTIONAL PLAN @ A-A SECTIONAL PLAN @ A-A 6

0708

07 01

900

15001800

OUTSIDE ELEVATION KHARGHAR.

Q. CYLINDRICAL LOCK

INSIDE OUTSIDE INSIDE SECTION OUTSIDE 08 SOUTH-EAST GATE 1:30 SECTION 08 SECTION 08 SOUTH-EASTGATE GATE 1:30 SOUTH-EAST 1:30

OUT

2 01

OUT

PROJEC 5

85 85

100

1000

2100

01 INSIDE

9870145936 T.O.COXIDIZED M.S. PULL BOLT T.LOCK L. 85 X 42MM

BB SECTION C-C 1A BRASS HANGING INSIDE OUTSIDE H. TYPE FLOOR DOOR STOPPER

Tel : +91 22 2614 4832 / 66963617/18/19, Fax : +91 22 2617 1804 Email : drawing@sacpl.co , Website : www.sacpl.co

INSIDE ELEVATION

600 600

THISDRAWING DRAWINGISISA APROPERTY PROPERTYOFOFCOLLAGE COLLAGEDESIGN DESIGNPVT. PVT.LTD. LTD.AND ANDISISNOT NOTTOTOBEBEREPRODUCED REPRODUCEDORORUSED USEDFOR FORANY ANYOTHER OTHERPURPOSE PURPOSETHAN THANFOR FORWHICH WHICHITITHAS HASBEEN BEENLOANED. LOANED. THIS

1800

FLUSH DOOR

1500 01

1000 01 500

2A 1A

G. 35MM THK. S.S. BUTT HINGES

CLIE CLIEN

MEPCON DESIGN STUDIO. K. 300MM WIDE ALUMINUM KICKING PLATE 4G 701 BUMI HEIGHTS SECTOR 4 F.F.L

SECTION B-B

S CPL

125 x 65MM SAL WOODEN FRAME WITH 08 J. DOUBLE ACTION HYDRAULIC FLOOR SPRING MEP CONSULTANT

T.O.C

600

07 IN GATE @ A-A 1:30 SOUTH-EAST SECTIONAL PLAN PLAN 02 PLAN 07 07 THAN FOR WHICH THIS IT HAS BEEN LOANED. DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED. OUT SOUTH-EASTGATE GATE 1:30 SOUTH-EAST 1:30 4500 1650 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

Q EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 01 EQ EQ EQ

473

ELEVATION

100 100 100 473 473 473

PLAN EQ EQ EQ EQDOOR-PLAN EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

OUTSIDE 3 VISION PANEL A. 6MM THK. WITH CLEAR GLASS 4G LE SHUTTER DOUBLE SHUTTER FLUSH DOOR WOODEN WITH FLUSH VISION DOOR PANEL VISION PANEL 1500 D1A WOODEN 2 100 81:20 1500 X 2100 500 9

69 9

CLIEN

MONKEY TAIL BOLT 07 4G THK. S.S. BUTT HINGES FROM INSIDEG. 35MM MONKEYTAIL TAILBOLT BOLT MONKEY 7th Floor, Padmavati Heights, Shraddhanand Road, Vile Parle (E), Mumbai - 57. FROMINSIDE INSIDE FROM 01 H. DISCRIPTION BRASS HANGING TYPE FLOOR DOOR STOPPER

F. 25MM THK. WOODEN BATTEN SECTION B-B

www.collagedesign.net

85 85

FROM INSIDE SECTION

SOUTH-EAST GATE

MEPCO C MEP

STRUCTURAL F. 25MM THK. WOODEN BATTEN CONSULTANT

150MM THK R.C.C SLABF.F.L

08 TAIL BOLT E. 125MM OXIDIZED M.S. HANDLE MONKEY 9

OUTSIDE ELEVATION

B.IN 35MM THK. FRP FLUSH DOOR 06 PLAN 1:30 C.OUT 46MM THK. 2HRS FIRE RETARDANT METAL FLUSH DOOR

PLAN

2950

1500 X 2100

3050

D1A 1:20

Tel : +: MEPTelCO

125 125

1000

1650 1650

600 600

2 DOOR 4G SHUTTER

FLUSH DOOR FROM INSIDE INSIDE OUTSIDE INSIDE ELEVATION OUTSIDE ELEVATION SIDE ELEVATION INSIDE 1500 500ELEVATION 1000 1500 DOUBLE SHUTTER WOODEN FLUSH DOOR WITH VISION PANEL

Floor, 7th7th Floor, PaP

02 ARCHITECTURE | INTERIORS | PMC E. 125MM OXIDIZED M.S. HANDLE

7th Floor, Pa Tel : +

COLLAGE DESIGN PVT. LTD

1800

1650

1800

4500

ARCHI ARCHIT

2 88

1500 16504R 1650 15304A 1530

1860 1860 1740 1740

1650 ARCHITECT C. 100MM 4B 1530 MORTISE HANDLE

SR. MEMBER NO. FLOORING

OUT 8

MEGH STATE STATE

MEGHALAYA B. 100MM MORTISE LATCH AND LOCK

85 85

INSIDE ELEVATION

3050 3050 3050 2950 2950 2950 EQ EQ EQ

OUTSIDE-ELEVATION D. LEVER HANDLE EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ

PLAN INSIDE 35MM THK.180WOODEN FLUSH DOOR SHUTTER 1920 180 4500FINISHED WITH 1920 4500 A. IN4C 1A IN LAMINATE ON BOTH SIDE 1.0 MM THK. APPROVED

473 473 473

C. 100MM MORTISE HANDLE EQ

473

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

SECTION B-B

EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ

180

1800

1000

1800

1000

2950

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

600

1920

1650 1650

MONKEY TAIL BOLT

EQ EQ EQ EQ EQ EQ EQ EQ 2 2EQ EQ EQ EQ EQ EQ EQ

2 IN B. 18 MM THK. APPROVED GRANITE DOUBLE JAMB 8 SHADE 8OUT 99

WITH 0201-- 75 16MM - 75X 01 WITH WI WITH 0302- 16MM 150 X - 16M 02 WI WITH 0403- 150 50 XX - 150 03 05 - ROLL WI WITH 06 8MM - 50X 0404- 50 07 - RO 0505-- 20MM ROLL - BLO 8M 0606- 8MM 0707- 20MM - MO 20M 08 - 60 X BL BLO WITH M MO 0908-- 60 30 - 60XX 08 WI WITH - 30X 0909- 30

STATE CLIENT CLIENT

50 150

HINGE HINGE

2100

B. 35MM THK. FRP FLUSH DOOR

2950

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 02 OUT 05 33 01 1500 EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ

INSIDE-ELEVATION C. 125 X 57MM METAL DOOR FRAME

1650

FLUSH DOOR

115

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ Y SWING 02 T.O.C 01 TH VISION PANEL EQEQEQEQEQEQEQEQEQEQEQEQEQEQ EQEQEQEQEQEQEQEQ

115

OUTSIDE ELEVATION

LEGEN LEGEND 01 - 75 X

CLIENT OUT

HINGE

1000

EQ EQ

SINGLE SHUTTER WOODEN FLUSH DOOR

1000

450

100

EQ EQ EQ 2950 2950 2950

1800

FLOORING

DATE LEGEND KEYPLA PL OUTSIDE KEY 4G OUTSIDE 12-10-2023

SECTIONAL PLAN D.@LEVER G-GHANDLE 125 125

DOUBLE SHUTTER WOODEN FLUSH DOOR

KEY PLAN

4C 3A

50 150 1000

1860 1740

01 6 6 WOODEN 66 35MM THK. FLUSH DOOR SHUTTER FINISHED WITH A. 1:20 1500 X 2100 1.0 MM THK. APPROVED LAMINATE ON BOTH SIDE 02

150MM THK 1000 X 2100 1:20 MONKEY TAIL BOLT ELEVATION 2 2 C. 46MM THK. 2HRS FIRE RETARDANT METAL FLUSH DOOR R.C.C SLAB 4G 07 FRP FROM INSIDEDOOR SECTION B-B X 2100 50 2150 F.F.L SINGLE SHUTTER FRP MONKEYTAIL TAILBOLT BOLT MONKEY INSIDE ELEVATION ELEVATION SR.VISION PANEL 05 06GLASSOUTSIDE DOOR A. 3 6MM THK. CLEAR MEMBER DISCRIPTION T.O.C FROMINSIDE INSIDE GATE GATE 01 1:30 SOUTH-EAST ALUMINUM FIRE RESISTANTFROM 50 1:30 SOUTH-EAST X 2100 2150 NO. M.S. DOOR 07 INSIDEELEVATION ELEVATION OUTSIDEFLOORING ELEVATION INSIDE OUTSIDE ELEVATION 02 05 SR. 06 06 05 05 9 9 OUT MEMBER DISCRIPTION 4H 4H 01 125 x 65MM SAL WOODEN FRAME WITH 02 SOUTH-EASTGATE GATE SOUTH-EAST GATE SOUTH-EAST SOUTH-EAST GATE 1:30 1:30 1:30 1:30 NO. ELEVATION ELEVATION A. DOOR HARDWARE 4 250 X 10MM BLACK FINISHED TOWERBOLT ALUMINUM X 1800 350 2150 FIRE RESISTANT M.S. DOOR OUTSIDESECTION B-B 08 8 08 SECTION B-B 150MM THK 6 6 85 85 85 85 SAL WOODEN FRAME WITH 2 DOOR FRAME A. 125 x 65MM 1 LTD. NOPERTY FLUSH DOOR DESIGN PVT. OF COLLAGE AND IS NOT TO3 BE REPRODUCED FORPAINT ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED. B. 100MM MORTISE LATCH AND LOCK R.C.C SLAB OUTSIDE 4G OR USED 4G OUTSIDE APPROVED SHADE FINISH. 8 8 8 9 F.F.L 4B

HINGE

50 190

C. 125 X 57MM METAL DOOR FRAME

KEY PLA

DOOR SHUTTER 4G 2A 1A PLAN 125 125 125 125 ARCHITECTU SR. SR. IN MEMBER DISCRIPTION 900 NO. NO. IN ARCHITECT STRUCT ARCHITECTU CLIENT FRAME WITH x 65MM 150 SAL 300WOODEN 150 DOUBLE SHUTTER WOODEN FLUSH300 DOOR1AWITH VISION P 125 125 125 125 D1AA. 125 4 DOOR HARDWARE 250 X 10MM BLACK FINISHED TOWERBOLT STRUC STRUCT PLAN 1500 X 2100 STATE SPORTS COUNCIL 2A 1:20OUT4C

2200 9 9 2200 B. 18 MM THK. APPROVED SHADE GRANITE DOUBLE JAMB 2077 2077 69 9 69 9

OUTSIDE

LEGEND INSIDE ELEVATION LEGEND

2A 1000 X 2100

1100

2100

1800

4B SINGLE SHUTTER FRP DOOR

82 8 28 8

125 x 65MM SAL WOODEN FRAME WITH R.C.C AS A. COLUMN APPROVED2 2SHADE PAINT FINISH. 22 PER STRUCTURE

2 DOOR SHUTTER

OUT FLUSH DOOR OUT SINGLE SHUTTER WOODEN IN 02 3 3

REV REV R0 FIR F R0

1650 1860 1A ARCHIT SINGLE SHUTTER WOODEN FLUSH DOOR 300 150 SECTIO MEGH MEGH IN 1740 1530 190 150 5050190 5050 150

D3 1:20

2100

FRP

1000

2100

2150

473

100

WOODEN

8 8 DISCRIPTION 33 33

2100

2150

100 2100

X 2100

100

X 2100

125 125 2150

1000

LAN @ E-E 50 X 2100

473

2150

1000

50 X 2100 4B 2200 2077

100

1200

2150

2100

125 OUTSIDE

4B REV

REVISI REVISIO R0 FIR

SECTION 03 1:30 NORTH-EAST GATE SECTION SECTION 03 SECTION 03 NORTH-EASTGATE GATE 1:30 NORTH-EAST 1:30

50 190

2200 2077 2200 2200 2077 2077

300 01 DOOR FRAME

2200 2200 2077 2077

DOOR SHUTTER

REVISIO

2100

DOOR FRAME 5050

450 450

DOOR

SR. MEMBER DOUBLE 1A SHUTTER WOODEN FLUSH NO. DOOR D1DESCRIPTION 1:20 1500 X 2100 05R.C.C COLUMN AS 2A 2A 1 DOOR FRAME WOODEN FLUSH DOOR PER STRUCTURE DOUBLE SHUTTER WOODEN 05 05 50 200 50 2200 1650 TWO WAY 450 SWING DOUBLE SHUTTER WOODEN OUT 1530 IN 2077 WOODEN FLUSH DOOR WITH VISION PANEL 05 125 125 125 125FLUSH DOOR 125 125 WOODEN SINGLE SHUTTER WOODEN

100

X 2100

150

100

03 125 125 03 125 125 IN LINTEL FROM 02 (MM) SILL(MM)02 125 125 FRAME 1A T.O.C.(MM) FROM T.O.C. OUT

200 5050200

02 2200 2200 01 2077 2077

1800

D) SCHEDULE

450

2100 1100

1650 1530 1650 1650 1530 1530

INSIDE

REV85 DESCRIPTION INSIDE INSIDE 02 R0 FIRST ISSUE

OUTSIDE ELEVATION

R.C.C COLUMN AS PER STRUCTURE R.C.C COLUMN AS R.C.C 2200 02 COLUMN 03 AS OUT PERSTRUCTURE STRUCTURE PER 2077

2100

1860 1860 1740 1740

2200 2077 2200 2200 2077 2077

473 473 473

02 01

1800

HINGE HINGE

1800

1530 1530

125 125

INSIDE ELEVATION

1650 1860 1A SINGLE SHUTTER WOODEN FLUSH DOOR SECTION F-F 1530 1740 1905050 190 150 5050 150

1800

190 50

DOOR SHUTTER

R.C.C COLUMN AS 900 PER STRUCTURE 50 200 R.C.CCOLUMN COLUMNASAS R.C.C 2200 PLAN PER STRUCTURE PER STRUCTURE 2077

HINGE

1650 1200 X 210001 1650 2A

ELEVATION

DOOR FRAME

1000

ENTRY GATE-PLAN SECTIONAL PLAN @ E-E

PLAN 04 1:30 NORTH-EAST GATE PLAN 04 PLAN 04 E ELEVATION 1:30 NORTH-EASTGATE GATE 1:30 NORTH-EAST 150

T.O.C

OUT

2950 2950 2950 EQ EQ EQ

150

1000

2 88

01 - 75 X 75 X 4MM SQUARE HOLLOW M. S. SECTION WITH EPOXY PAINT RAL 9010 FINISH. 02 NORTH-EAST GATE 02 - 16MM SQUARE M. S. BARS WITH EPOXY PAINT RAL 9010 FINISH. 03 03 - 150 X 150 X 4MM SQUARE HOLLOW M. S. SECTION OUT IN WITH EPOXY PAINT RAL 9010 FINISH. 04 - 50 X 8MM M.S FLAT. 01 05 - ROLLER FOR GATE. 06 - 8MM THK M. S. PLATE. 07 - 20MM DIA. G..I. PIPE 100MM LONG IN P.C.C. ELEVATION BLOCK 150 X 200 X 300MM TO RECEIVE MONKEY TAIL BOLT. 08 - 60 X 60 X 4MM SQUARE HOLLOW M. S. SECTION. 4R WITH EPOXY PAINT RAL 9010 FINISH. 02 4A 05 09 - 30 X 5MM M.S01FLAT. SECTION A-A

EQ EQ

1920

2 20

473

F.F.L

450

OUT

GENER GENERA

SECTION

SECTION A-A 85

1200 180

115

EQ EQ EQ EQ EQ EQ

1000 1000 ELEVATION

150 150

2100

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

1000

150MM THK R.C.C SLAB

03 1:30

600

1920 1920

150

SECTION F-F

EQEQEQEQEQEQEQEQEQEQEQEQ

INSIDE

1000

100

180 180

1920 NORTH-EAST GATE 4C

115

FLOORING

02 180 1:30

T.O.C

INSIDE ELEVATION

473 473 473

4500 4500

MONKEY TAIL BOLT FROM INSIDE

473 473 473

150 150

OUTSIDE

INSIDE ELEVATION

EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ

OUT

REPRODUCED OR REPRODUCED

1. ALL DIMENSIONS IN MILLIMETERS AND LEVELS ARE IN METER 22 UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND 9 SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT PRIOR TO COMMENCEMENT OF EXECUTION. 69 9 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. B 4. THIS DRAWING TO BE READ IN CONJUNCTION WITH THE 66 01 STRUCTURAL DRAWINGS. RELEVANT SERVICES AND

REVISIONS

INSIDE ELEVATION 02 1:30 NORTH-EAST GATE INSIDEELEVATION ELEVATION 02 02 INSIDE 02 125 NORTH-EASTGATE GATE 1:30 NORTH-EAST 1:30 03

EQ EQ EQ EQ EQ EQ

GENERAL NOTES

MONKEY TAIL BOLT FROM INSIDE MONKEYTAIL TAILBOLT BOLT MONKEY FROMINSIDE INSIDE FROM

1000

4500

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

125

150MM THK R.C.C SLAB

473 473 473

150

1000

OUTSIDE OUTSIDE

125 FLOORING

THIS DRAWING GENERA THIS DRAWING I

1. ALL DIMEN UNLESS OT 2. ALL DIMEN WITH THE R ALL DIME 1.1. ALL DIMEN SERVICES UNLESS O UNLESS OTD OR OMISSI ALL DIME 2.2. ALL DIMEN PRIOR TO CR WITH THE WITH THE 3. SERVICES DO NOT SC SERVICES D FOLLOWED 4C OROR OMISSI OMIS 4. PRIOR THIS DRAW PRIOR TOTO C RELEVANT DO NOT 3.3. DO NOT SCS FOLLOWE FOLLOWED THIS DRA 4.4. THIS DRAW RELEVAN RELEVANT

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN8LOANED.

2100

EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ

1000 880

OUTSIDE ELEVATION 3

2 INSIDE INSIDE 8 9 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 22 88 99

EQEQEQEQEQEQEQEQEQEQEQEQ

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

69 9

473

INSIDE

E 2 9

69 9

THIS DRAWING I REPRODUCED OR

GOOD FOR CONSTRUCTION 88

100

2100

OUTSIDE ELEVATION

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

1000 1000

150 5050 150

2200 2200 2077 2077

50 150

2200 2077

600

473 473 473

EQ EQ EQ EQ EQ EQ

1000

2950 9

INSIDE ELEVATION 2100

2200 2077

2100

100

115

OUTSIDE ELEVATION 01 1:30 NORTH-EAST GATE OUTSIDEELEVATION ELEVATION 01125OUTSIDE 01 NORTH-EASTGATE GATE 1:30 NORTH-EAST 1:30

2950

T.O.C

8 33 28 8

2077 2200 2200 2077 2077

1905050 190

R.C.C COLUMN AS PER STRUCTURE

1000

8 8 DOOR SHUTTER 4H

F.F.L

EQ EQ

8 33 28 8

880 880

1000

DOOR FRAME

1860 1740

2100

125

1000 880

EQ EQ EQ 2950 2950 2950

450

473

2100

450 4C

190 3 50 3

1740 1860 1860 1740 1740

150 5050 150

2100

100

1000 880

473

1860 1740

125

150 50

880

GOO GOO GOO

1000 880 1000 1000 880 880

100

2200 2077

50 150

HINGE HINGE

1500450 X 21001000 450 1000 473 473 473

HINGE

50 190

D1A 1:20

450 450

150 5050 150

190 50 150 50 450 1000 2200 WITH VISION PANEL 1860 DOUBLE SHUTTER WOODEN FLUSH DOOR

450

2100

1740 1860 1860 1740 1740

190 5050190

1000 880 1000 1000 880 880

2950 2950 2950 EQ EQ EQ

2200 2200 2077 2077

50 150

1860 HINGE HINGE

EQ EQ

50 190

2200 2077 2A 2200 2200 2077 2077

473 473 473

150 150 5050

125 R.C.C COLUMN AS PER STRUCTURE 50 150 R.C.C R.C.CCOLUMN COLUMNASAS 2200 PER PERSTRUCTURE STRUCTURE 2077

HINGE

150 50

1000 880 1000 1000 880 880

HINGE

473 473 473

R.C.C COLUMN AS PER STRUCTURE R.C.CCOLUMN COLUMN R.C.C ASAS 2200 PERSTRUCTURE STRUCTURE PER 2077

125

PLAN

DOUBLE SHUTTER WOODEN F

Sports Complex, Gujarat

COLLAGE DESIGN LTD.

SPORTS AUTHORITY OF GUJARAT Introducing the Sports Complexes in the Multiple Districts and Talukas of Gujarat which Consists Multiple Outdoor Courts and Indoor Sports Building.

LEGEND FOP PARKING INDOOR HALL BUILDING BASKET BALL COURT TENNIS COURT VOLLEYBALL COURT EXTERNAL TOILET BLOCK KABADDI KHO-KHO COURT

SITE PLAN

5500

A W1 850 1450

CHAJJA ABOVE

475 ADMIN 5.12X4.89M

900

1900

1135

1365

FD1

2000 RECEPTION

FD1

FIRST AID ROOM 5.12 X 3.07M

750 REFER DRAWING DSC-DWA-A4.06.04

2.87M WIDE CORRIDOR

MULTI-SPORTS HALL 37.99 X25.375M

115

F.F.L.+0.60M T.O.C.+0.55M

ARCH A-A

EQUIPMENT STORE ROOM 9.82X4.73M

1780

REFER DRAWING DSC-DWA-A4.09.01

1750

ELECTRICAL ROOM 5.12X1.80M

JANITOR

FEMALE TOILET 5.12X6.465M

RAMP UP SLOPE 1:12

2455

1555

2845

1485 D4 D4 1485

1365

900

2460 1200

DRINKING WATER

2160 4070

W2 W3

2460

230

F.G.L.±0.00M

CANOPY ABOVE

2.15M WIDE CORRIDOR

1430

W1 CHAJJA ABOVE

REFER DRAWING DSC-DWA-A4.06.02

BALCONY ABOVE

1750

3 F.G.L.±0.00M

CANOPY ABOVE

1795

D2 D3

ARCH B-B

REFER DRAWING DSC-DWA-A4.03.02

5.1M WIDE CORRIDOR

1600 MALE TOILET 5.12X6.465M

9500 REFER DRAWING DSC-DWA-A4.03.02

GZ01

TREAD=300MM RISER=150MM WIDTH=2025MM

DIFF. ABLED TOI 1.80X 2.60M

9500

08 07 06 05 04 03 02 01 UP

520 1910

F ARCH A-A

RAMP UP SLOPE 1:12

SPECTATOR SEATING

600

3100

25835

4960

FEMALE TOILET 2.325X 5.49M

MALE TOILET 2.445X 5.49M

GD1

SHOE RACK 1.795X 5.375M

STAIRCASE

5235 1640 1110

MEETING ROOM 5.12X2.75M

1200

1450

1000

750

1100 W1

1000

9500

CANOPY ABOVE

230MM THK WALL BELOW RAMP & STEPS

F.F.L.+0.60M T.O.C.+0.55M

575

600

REFER DRAWING DSC-DWA-A4.03.01

750

REFER DRAWING DSC-DWA-A4.06.01 CHAJJA ABOVE

9500

01 02 03 04

F.F.L.+0.60M T.O.C.+0.55M

5350

59180

4580

F.G.L.±0.00M

1750

5350

2000

ARCH C-C

3000

1750

1600

2115

5.1M WIDE CORRIDOR

COACH-2

BOARD GAMES 15.17X4.00M

GD1

W1 670

600

CHAJJA ABOVE

1450

W1 650

600

01 1:100

1450

GZ01

1600

RAMP UP SLOPE 1:12

F.F.L.+0.60M T.O.C.+0.55M

ARCH C-C

04 03 02 01

GROUND FLOOR PLAN

ARCH B-B

REFER DRAWING DSC-DWA-A4.03.02

GROUND FLOOR PLAN

LEGEND

SR. TYPE NO.

F.G.L.±0.00M

230MM THK WALL BELOW RAMP & STEPS CANOPY ABOVE

UP F.G.L.±0.00M

PALANPUR

3000

COACH-1

1750

1450

CHAJJA ABOVE

REFER DRAWING DSC-DWA-A4.06.03

4230

HATCH TYPE

DOOR (D) SCHEDULE

GLAZING (GZ) SCHEDULE

SILL(MM) LINTEL FROM FROM T.O.C. T.O.C.(MM)

R.C.C. COLUMN

SR. DOOR NO. NO.

SIZE(MM)

230MM BRICK MASONRY

2250 X 2600

2650

115MM BRICK MASONRY

1500 X 2250

2250

230MM BELLA STONE MASONRY

1050 X 2250

2250

115MM BELLA STONE MASONRY

1000 X 2250

2250

LOW WALL

06 FD1

1200 X 2250

2250

425 MM SUNK

GD1

2250X2500

3600

150 MM SUNK

GD2

900 X 2200

2750

SR. GLAZING SIZE(MM) SILL FROM LINTEL FROM T.O.C.(MM) T.O.C.(MM) NO. NO.

DESCRIPTION

WINDOW (W) SCHEDULE

WPC FRAMED DOUBLE SHUTTER WOODEN FLUSHED DOOR WPC FRAMED DOUBLE SHUTTER WOODEN FLUSHED DOOR WPC FRAMED SINGLE SHUTTER WOODEN FLUSHED DOOR WPC FRAMED SINGLE SHUTTER WOODEN FLUSHED DOOR

SR. WINDOW SIZE(MM) SILL FROM LINTEL FROM T.O.C.(MM) T.O.C.(MM) DESCRIPTION NO. NO. PARTLY FIXED PARTLY OPERABLE GLASS W1 1 800X1800 950 2750 WINDOW PARTLY FIXED GLASS PARTLY LOUVERD 2 W2 4360X450 2300 2750 GLASS WINDOW PARTLY FIXED GLASS PARTLY LOUVERD W3 SINGLE SHUTTER METAL FIRE DOOR 3 1000X450 2300 2750 GLASS WINDOW DOUBLE SHUTTER GLASS DOOR IN SPIDER PARTLY FIXED GLASS PARTLY LOUVERD 4 W4 1800X450 2300 2750 GLAZING GLASS WINDOW BEAM SINGLE SHUTTER GLASS DOOR IN SPIDER PARTLY FIXED PARTLY OPERABLE GLASS 5 W5 3700X2000 1050 GLAZING BOTTOM WINDOW

GZ01

5100X3550

DESCRIPTION

3600

SPIDER GLAZING WITH DOUBLE SHUTTER GLASS DOOR

GZ02

5100X2400

350

2750

SPIDER GLAZING

GZ03

4635X2400

350

2750

SPIDER GLAZING

GZ04

4500X2400

350

2750

SPIDER GLAZING

GZ05

4360X2700

0950

2750

SPIDER GLAZING

GZ06

2150X2400

350

2750

SPIDER GLAZING

GZ07

1800X2700

2750

SPIDER GLAZING WITH SINGLE SHUTTER GLASS DOOR

WING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

4 45° 5°

45°

4500

D2 10M SHOOTING RANGE

9500

TABLE TENNIS HALL

B 1033

1033

GZ01

PLINTH LEVEL FFL +0.600 M LVL TOC +0.550 M LVL FGL ± 0.00M

SECTION A-A

SECTION

C 1033

4200

3100 2050

A 1033

GD1

SECTION AA

01 1:100

625 1033

FIRST FLOOR FFL +4.80 M LVL TOC +4.75 M LVL

EQUIPMENT STORE

FEMALE TOILET

TRUSS BOTTOM +10.050M TERRACE FFL +9.75 M LVL TOC +9.25 M LVL

4500

TERRACE

800

1350

4 45° 5°

2350

3450

MUMMTY FFL +12.90 M LVL TOC +12.40 M LVL

D 1033

1033

E 1033

1033

G 1033

1033

H 1033

1033

J 1033

1033

450

G.I. PUF INSULATED SANDWICH PANEL ROOF PURLIN GUTTER FLASHING G.I. PUF INSULATED SANDWICH PANEL CLADDING

PRIO 3. DO N FOLL 4. THIS RELE

REV REV R0

5500

1000

750

CHAJJA ABOVE

W5 650

CHAJJA ABOVE

9500

CANOPY F.F.L.+4.80M T.O.C.+4.60M

9500

DRA

9500 ARCH B-B

GZ02

1. FOR GRO 2. FIN PLA

CANOPY F.F.L.+4.80M T.O.C.+4.60M

230

KEY

650

5235

235

59180

9500

ARCH C-C

REFER DRAWING DSC-DWA-A4.03.01

600

GZ04

5350

750

PROJECTION ABOVE

750

600

4580

600

5350

2000

3000

750

GZ03 LOUNGE 5.22X7.755M

350

STAIRCASE 5.00X7.755M

1660

ELECTRICAL ROOM 2.77X1.80M

3230

SPO

ARC 10m SHOOTING RANGE 5.10X17.39M

3100

GZ07

CHAJJA ABOVE

STRU

460

3000

ENGG.

ARCH A-A

TABLE TENNIS HALL 15.17X12.06M

1450

2845 2115

ARCH

700

910 1200 W1

ARCH A-A

ARMOURY 3.185X1.80M

CLIE

2000

GZ06

2.12M WIDE CORRIDOR

25835

GZ05

FD1

1915 345

3000

GYMNASIUM 12.82X15.815M

F.F.L.+4.80M T.O.C.+4.75M

460

GZ07

4960

F.F.L.+4.80M T.O.C.+4.60M

1640 1110

910

1200

PL,FF CON Gallop

215, CIT COMPL OPP-SC AHMED EMAIL:g (M) +91

4230

1450

600

CANOPY F.F.L.+4.80M T.O.C.+4.60M

3000

ARCH C-C

3000

ARCH B-B

PRO

PROJ COM PROJ INFR

DRA

01 1:100

FIRST FLOOR PLAN

SR. TYPE NO.

PALANPUR

R.C.C. COLUMN

DSC FIRS

LEGEND

HATCH TYPE

DOOR (D) SCHEDULE

FIRST FLOOR PLAN SR. DOOR NO. NO.

SIZE(MM)

230MM BRICK MASONRY

2250 X 2600

2650

115MM BRICK MASONRY

1500 X 2250

2250

230MM BELLA STONE MASONRY

1050 X 2250

2250

115MM BELLA STONE MASONRY

1000 X 2250

2250

LOW WALL

FD1

1200 X 2250

2250

425 MM SUNK

GD1

2250X2500

3600

150 MM SUNK

GD2

900 X 2200

2750

DWG

GLAZING (GZ) SCHEDULE

SILL(MM) LINTEL FROM FROM T.O.C. T.O.C.(MM)

SR. GLAZING SIZE(MM) SILL FROM LINTEL FROM T.O.C.(MM) T.O.C.(MM) NO. NO.

DESCRIPTION

WINDOW (W) SCHEDULE

WPC FRAMED DOUBLE SHUTTER WOODEN FLUSHED DOOR WPC FRAMED DOUBLE SHUTTER WOODEN FLUSHED DOOR WPC FRAMED SINGLE SHUTTER WOODEN FLUSHED DOOR WPC FRAMED SINGLE SHUTTER WOODEN FLUSHED DOOR

SR. WINDOW SIZE(MM) SILL FROM LINTEL FROM T.O.C.(MM) T.O.C.(MM) DESCRIPTION NO. NO. PARTLY FIXED PARTLY OPERABLE GLASS W1 800X1800 950 1 2750 WINDOW PARTLY FIXED GLASS PARTLY LOUVERD 2 W2 4360X450 2300 2750 GLASS WINDOW PARTLY FIXED GLASS PARTLY LOUVERD W3 3 SINGLE SHUTTER METAL FIRE DOOR 1000X450 2300 2750 GLASS WINDOW DOUBLE SHUTTER GLASS DOOR IN SPIDER PARTLY FIXED GLASS PARTLY LOUVERD 4 W4 1800X450 2300 2750 GLAZING GLASS WINDOW BEAM SINGLE SHUTTER GLASS DOOR IN SPIDER PARTLY FIXED PARTLY OPERABLE GLASS 5 W5 3700X2000 1050 GLAZING BOTTOM WINDOW

DESCRIPTION

GZ01

5100X3550

3600

SPIDER GLAZING WITH DOUBLE SHUTTER GLASS DOOR

GZ02

5100X2400

350

2750

SPIDER GLAZING

GZ03

4635X2400

350

2750

SPIDER GLAZING

GZ04

4500X2400

350

2750

SPIDER GLAZING

GZ05

4360X2700

2750

SPIDER GLAZING

GZ06

2150X2400

350

2750

SPIDER GLAZING

1800X2700

2750

SPIDER GLAZING WITH SINGLE SHUTTER GLASS DOOR

GZ07

DSC

PROJ SCAL 1ST ISS APPR CHEC DRAW

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

MUMMTY FFL +12.90 M LVL TOC +12.40 M LVL

TRUSS BOTTOM +10.05M TERRACE FFL +9.75 M LVL TOC +9.25 M LVL

+0.6M

+/-0.00M

WF2

FIRST FLOOR FFL +4.80 M LVL TOC +4.75 M LVL +3.0M

01 1:100

GD01

PLINTH LEVEL FFL +0.600 M LVL TOC +0.55 M LVL FGL ± 0.00M

GZ01

ELEVATION-1

MUMMTY FFL +12.90 M LVL TOC +12.40 M LVL

TERRACE FFL +9.75 M LVL TOC +9.25 M LVL

ELEVATION FD1

+1.20M

+/-0.00M

GENERAL NOTES 3

2700 600(4 RISRS)

950 950

BRICK BAT 19 DSC-DWA-A4.03.01 18 PLINTH

1150

950

SECTION BB SECTION-BB 2 PLINTH- 600MM

2.15M WIDE 7200 CORRIDOR ARCHITECTURE | INTERIORS | PMC

COLLAGE DESIGN PVT. LTD

SECTION AA

SEC PLINTH- 600MMSTEP NO.12 LVL

R0RACK FD1 SHOE

PL,FF & HVAC ELECTRICAL +2.40M ± 0.00M CONSULTANT CONSULTANT 150MM THK. Gallop MEPF BRICK consultant WALL SEC 1750

215, CITY SQUARE COMMERCIAL COMPLEX, SCIENCE CITY ROAD, OPP-SCIENCE CITY, SOLA, AHMEDABAD-60, GUJARAT, INDIA. FF2 WF2 EMAIL:gallopmepfconsultant@gmail.com CF4 SK3 (M) +91 7600 00 2578+0.60M

C 150MM THK. BRICK WALL

15 NO. FGL PROJECT14 22-P312 230MM THK. RUBBLE PLINTH +0.00M 13 CLIENT ARCHITECT STRUCTURAL NORTH 1:50 SCALE SOLING 12 11 ST FGL 1+0.60M ISSUED ON 1024-01-23 N +0.00M 9 DETAIL-2 APPROVED NC 8 7 DETAIL 2 17 - GGPROJECT CHECKED BY KM TITLE 066 5 SECTION 1:20 2.15M WIDE 4 PROJECT MANAGEMENT CONSULTANT(PMC) FOR 150 CORRIDOR 1:50 3 COMPREHENSIVE ARCHITECTURAL SERVICES & DRAWN BY VS FF2 WF2 950

1 PLINTH

GOOD

SECT ARCH

PROJECT MANAGEMENT SERVICES FOR SPORTS

THIS DRAWING IS REPRODUCED OR

GENERA

1. ALL DIMENSI UNLESS OTH 2. ALL DIMENS WITH THEDR RE THIS SERVICES DR ORREPROD OMISSIO PRIOR TO CO 3.ARCHITE DO NOT SCA FOLLOWED. 4. THIS DRAWIN RELEVANT SE

GEN STRU

1. ALL REVISION UNL REV2. ALL ENGG.CO R0 WIT FIR SER OR PRIO 3. DO FOL DRAWIN 4. BUILD THI 1. FOR REL GROUND

215, REV CITY COMPLE R0 OPP-SCIE AHMEDA EMAIL:ga (M) +91 7

CLI KEY GZ01 GD1

FGL STEP NO.44 LVL +0.00M +7.20M 1

STEP NO.40 LVL

+0.00M12MMØ EDGE

CLIENT

SPORTS

ARCHITE PROJ

15 ROUND ( NOSING ) 4PROJE 18 MM THK COMP SECTION 03 GRANITE STONE 6 MM V GROOVE PROJE PLINTH60 1:50 SEC 30 MM THK STRUCTU 12MMØ EDGE INFRA DPLASTER CEMENT ENGG.CONSU ROUND ( NOSING ) 03 15 MM THK 7200 FLR DRAW FIRST 1:50 18 MM THK CEMENT PLASTER +4.75M GRANITE STONE 75MM THK. 30 MM THK P.C.C. SEC7200 PL,FF & H CONSULT 230MM THK. RUBBLE C CEMENT PLASTER +0.60M Gallop ME SOLING 15 MM THK 215, CITY SQU COMPLEX, SC CEMENT PLASTER OPP-SCIENCE AHMEDABADDWG 75MM THK. P.C.C. EMAIL:gallopm SLOPE-1:12 (M) +91 7600 0 230MMSTEP THK. RUBBLE NO.16 LVL CLIEN DSC-D SOLING+3.00M

ARCHITECTUR

www.collagedesign.net

SPOR

PLINTH

6 MM V+6.60M GROOVE PLINTH- 540MM FGL

STRUCTURAL CONSULTANT ENGG.CONSULTANT : STEPSAKSHHAM NO.16 LVL CONSULTANTS +3.00M ± 0.00M

REV. NO. SEC

+0.60M

14 1:50

FIRST FLR3

ARCHITECT 1:50

550

950

02 1:50

PLAN PLINTH

GD1 SPORTS AUTHORITY OF GUJARATGZ01 +4.75M

1750

1100

300 300 300

600

CLIENT

CLIEN

ROOF 01 TOC +9.25M

600

1100 600

950

SLOPE-1:12

1750

STEP NO.44 LVL +7.20M

FGL +0.00M

PL,FF 2. FINISHED CONS PLAN. REV Gallop KEY PLAN 230

GD1

24 23 300

SHOE RACK

10MM THK. CEMENT PLASTER IN SINGLE COAT FINISHING WITH SMOOTH MALA PLASTER

± 0.00M

600

950

13 150MM THK. BRICK WALL

1800(12 RISERS)

1750

SEC B

DESCRIPTION

5100

600

1750

950

1750

1900

950

950950

26 DSC- STAIRCASE DETAIL 16 25 SEC C

600

1750

490

DETAIL 1

150MM WIDE KOTA

+0.54M

PLINTH

SEC D

75MM THK. P.C.C. 16

FF2 WF2 CF4 SK3

KEY PLAN

150MM WIDE KOTA 2 STONE STRIPS FGL 1

+0.60M

PLINTH- 600MM+6.60M

+0.00M

11 SK3 CF4 1:50 FLOOR FINISHES

TYPICAL PLAN STEP NO.40GZ01 LVL

PLAN

16 15 14 13

TREAD=300MM RISER=150MM WIDTH=5100MM

1. FOR BUILDING PLINTH LEVEL & SURROUNDING FINISHES, GROUND LEVELS PLEASE REFER SITE GRADING LAYOUT. 2. FINISHED GROUND LEVEL SHALL VARY AS PER GRADING PLAN.

60 59 58 57 56

+0.00M PLINTH-4 540MM 3

150MM WIDE AND 18MM THK. KOTA ± 0.00M STONE STRIPS

DWG. NO.

ROOF 01 TOC +9.25M

950

600(4 RISERS)

600(4 RISERS) 1800(12 RISERS)

1150

1750

1800(12950 RISERS)

950

19 18 17 16 STEP NO.16 LVL 15 +3.00M 14 13 STEP NO.12 LVL 12 +2.40M 11 10 9

PLINTH

DETAIL-1

PLINTH- 600MM

150MM WIDE KOTA STONE STRIPS

950950

550

PLAN 1 FGL

CP4

DATE

DRAWING NOTES

01 1:50

150MM THK. 24-01-2023 BRICK WALL

18MM THK. ONE SIDE POLISHED FG1 GRANITE SLAB FF2 WF2 20MM THK. PLASTER + 2 COATS OF CF4 SK3 MALA CEMENT PLASTER FINISHED WP2 WITH WEATHER PROOF EXTERIOR MUMMTY +0.54MEMULSION PAINT

GZ01

KEY P

950 950

950

3600(24 RISERS)

950

950 950

950

600(4 RISERS) 7200

+0.00M

SECTION DD

42 41

52 42 51 41FGL 50 +0.00M PLINTH 49 2 48

950

1150

600

1100

05 1:50

950

1800

950

950 950

1800

950 950

950

950 950

1150

950

1900 300 300 300

2700

600(4 RISERS)

600(4 RISERS) 1800(12 RISERS)

SLOPE-1:12

230MM THK. RUBBLE SECTION DD SOLING 600MM PLINTH-

14 44 1:50 43 46

600

1750

1900 300 300 300

2040 3335

1150

05 1:50

FGL +0.00M

52 51 300

44 43 42 41

+12.40M

150

03 30MM THK. MORTAR DRAWING TITLE PLINTH- 600MM 1:50

PLINTH

230MM THK. RUBBLE 150MM THK. BRICK WALL BRICK BAT SOLING FGL

7200

FIRSTW5FLR +4.75M

SR. NO.

REV DESCRIPTION R0 FIRST ISSUED

ELECTRICAL SEC FF2 WF2 A CF4 SK3 FF2 WF2 CONSULTANT CF4 SK3

1100

LL TILES

1100

STONE STRIPS

PLINTH600MM 18MM THK. KOTA

75MM THK. P.C.C.

TYPICAL DETAIL SECTION 1 ROOF 18 PLAN PLAN 04 STAIRCASE - GG 1:50 02 1:50

SECTION-AA

FD1

C PLINTH D

06 1:20 1:50 FIRST FLOOR PLAN 150MM WIDE KOTA

45 44 STEP NO.44 LVL 43 +7.20M 42 41 STEP NO.40 LVL 40 +6.60M 39 38 37

150MM THK. BRICK WALL

BRICK WALL

7200

PLINTH

SLOPE-1:12

REVISIONS 4

39 PROJECT MANAGEMENT CONSULTANT(PMC) FOR 38 1:50 37 PLINTH- 540MM COMPREHENSIVE ARCHITECTURAL SERVICES & 36 35 PROJECT MANAGEMENT SERVICES FOR SPORTS 34 75MM THK. P.C.C. INFRASTRUCTURE SECTION BBPROJECTS. 33

SECTION AAAND 150MM WIDE

SEC 75MM THK. P.C.C. C

CP4

PROJECT 40 TITLE

30MM THK. MORTAR

STONE STEP NO.12 LVL STRIPS BRICK BAT +2.40M± 0.00M

EMULSION PAINT

10MM THK. CEMENT PLASTER IN SINGLE COAT WITH FF2FINISHING WF2 SMOOTH MALA PLASTER CF4 SK3

44 STRUCTURAL 53 ARCHITECT 43

GZ01 GD1 45

FGL +0.00M

75MM P.C.C. STONE THK. STRIPS 02 THK.SECTION 30MM MORTAR AA

SHOE RACK PLINTH +0.55M SEC ± 0.00M J

1. ALL DIMENSIONS IN MILLIMETERS AND LEVELS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED RAMP UP WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SLOPE 1:12 SEC SEC SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT ± 0.00M A B PRIOR TO COMMENCEMENT OF EXECUTION. +0.60M GD1 WRITTEN DIMENSION 3. DO NOT SCALE THE DRAWING, TO BE FOLLOWED. 5100 4. THIS DRAWING TORAMP BE READ UP IN 150MM CONJUNCTION WITH THE THK. RELEVANT SERVICES AND STRUCTURAL DRAWINGS. SLOPE 1:12 SEC

BRICKWP2 WALL WITHCONSULTANTS SAKSHHAM WEATHER PROOF EXTERIOR

GZ01

150 150 18MM THK. KOTA 150

550

SHOE RACK

100

SECTION DD

PLINTH- 600MM

GD1

1:50

C 600MM D PLINTH+0.00M

SLOPE-1:12

GENERAL C NOTES ± 0.00M

SECTION - AA 20MM THK. PLASTER + 2 COATS OF 1:50 150MM THK. MALA CEMENT PLASTER FINISHED

PL,FF & HVAC CONSULTANT Gallop MEPF consultant

CLIENT

PLINTH

PLINTH- 600MM STEP NO.16 LVL +3.00M 150MM WIDE AND

SECTION DD FGL

6480

05 1:50

02 1:50

05 1:50

FGL +0.00M

FLOOR FINISHES

215, CITY230 SQUARE COMMERCIAL COMPLEX, SCIENCE CITY ROAD, OPP-SCIENCE CITY, SOLA, AHMEDABAD-60, GUJARAT, INDIA. EMAIL:gallopmepfconsultant@gmail.com (M) +91 7600 00 2578

150MM WIDE KOTA STONE STRIPS GZ01

6480

5 FULL TILES

PLINTHFGL600MM +0.00M 1 PLINTH

300

GOOD FOR CONSTRUCTION

www.collagedesign.net ARCHITECTURE | INTERIORS | PMC B RAMP UP SR. NO. DESCRIPTION SLOPE 1:12 SEC 18MM THK. ONE SIDE POLISHED A FG1 GRANITE SLAB

PLAN

TYPICAL PLAN

GD1

FD1

150 150 150

SEC

± 0.00M

+4.75M 75MM THK. P.C.C.

ST B BAL

TYPICAL PLAN

PLINTH- 600MM PLINTHB

UP 5100

600(4 RISERS)

150

230

950

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

05 STRUCTURAL CONSULTANT

7200 ± 0.00M

1100

01 SEC B

FIRST FLR 540MM PLINTH-

10200

5100

600(4 RISERS)

150 150 150

FF1 WF1 FD1 SK1 CF3

FINISHES SCHEDULE FF2 WF2

COLLAGE DESIGN PVT. LTD SECTION-AA’ FINISHES SCHEDULE

950

SECTION AA

SECTION KK

16 E 1:50

32 50

4200(7 FULL TILES) BAL

110

ST 585

FFL +4800.00M

950

1200 110

FD1

GZ01

+0.60M

THK. SECTION - 150MM FF BRICK WALL

ENGG.CONSULTANT : TREAD=300MM RISER=150MM WIDTH=5100MM FF2 WF2 CF4 SK3 TREAD=300MM 3 RISER=150MM WIDTH=5100MM +0.60M

STEP NO.40 LVL +6.60M

PLINTH- 600MM

2.38M WIDE CORRIDOR

600(4 RISERS)

1800

PLINTH- 600MM

01 1:50

1750

600

SECTION AA

FD1

GZ01

5100

150MMFF2 THK. WF2 BRICK WALL CF4 SK3

32 50

02 1:50

950

PLINTH- 540MM

32 50

BAL

470

SECTION KK

150

150MM WIDE KOTA STONE STRIPS

950

16 UP 1:50

+0.60M

GD1

SEC

STEP NO.44 01 LVL +7.20M 1:50

GD1

24 FF2 WF1 4 SECTION KK CF3 SK3

25 3 PLINTH- 540MM 26 2 27 1 950 28

1:150

GZ01

550

GD1

550

16 1:50

SEC 04 A 03

ROOF 01 TOC 01 230 +9.25M

2380

21 41

950

SLOPE

950

3300(11 TREADS)

FF2 WF2

ARCHITECT

± 0.00M

CF4 SK3 PLINTH- 540MM A

FF2 WF2 ± 0.00M UP CF4 SK3 5100

300MM HIGH 7200CONCRETE UPSTAND

FF2 WF1 CF3 SK3

SEC B

1:50 17 PLINTH- 600MM

950

TYPICAL PLAN

15 1:504

600

300 300 300

EQ EQ

170

TYPICAL PLAN

13 14 15 16

PLINTH- 600MM

1150

MUMMTY 230

FD1 TOC +12400.00M01

SEC B

SECTION JJ

TREAD=300MM SEC RISER=150MM RAMP UP A WIDTH=5100MM SLOPE 1:12

FF2 WF1 CF3 SK3

1150

275

SEC B

FF2 WF1 CF3 SK3

900

5100

150

01 1:50

± 0.00M

FFL +3000.00M

MID LANDING

150

1200

360 UP

900

MID LANDING FD1

900

01 G

+0.60M

PLINTH- 540MM 02

1:1 50 1200 SLOP

300 300 300

+0.60M

15 1:50

G 3 TREAD=300MM RISER=150MM WIDTH=5100MM FFL +2400.00M

900

FF2 WF2 A CF4 SK3

SECTION JJG

FGL +0.00M

SECTION -10FF 10 1:50 1:50 +0.60M GZ01

5100

SECTION - AA

CF4 SK3

STEP NO.44 LVL +7.20M

950

GD1

RWP AS 225 PER MEP

05 SEC PLINTH540MM 1:50 A FF2 WF2 W5

600(4 RISERS)

SEC A

1200(2 FULLTILES) 600

1900

1200(2 FULL TILES)

SECTION JJ

REV R0

ROOF 01 TOC +9.25M

SPORTS AUTHORITY OF GUJARAT

3600(24 RISERS)

5100

SEC B

550

1200(2 FULL TILES)

15 1:50

275

44 43 43 42 42 41 41

CLIENT

490

GZ01

275 1200(2 FULLTILES)

GZ01 A

60 ROOF 01 TOC 59 58 +9.25M 57 56

1. ALL DIM UNLES 2. ALL DIM WITH T SERVIC OR OM PRIOR 3. DO NO FOLLO 4. THIS D RELEVA

REVIS

950

540 +0.60M

GD1

KEY PLAN

1150 490

2.15M WIDE CORRIDOR PLINTH +0.55M 1

BAL

5100

+0.60M B

STEP NO.40 LVL 42+6.60M 41 40 39 38 37 36 35 34 33 32 31 FIRST FLR 30 +4.75M29

1800(12 RISERS)

1900

GD1

950

3600(24 RISERS)

4200(28 RISERS)

STEP NO.12 LVL +2.40M

950

540 540

4200(28 RISERS)

950

STEP NO.16 LVL +3.00M

4 THIS DRAWING IS A PROPERTY OF COLLAGE PVT. LTD. AND IS NOTFOR TO ANY BE REPRODUCED OR USED OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED. OF COLLAGE DESIGN PVT. LTD. AND IS NOT TODESIGN BE3 REPRODUCED OR USED OTHER PURPOSE THANFOR FORANY WHICH IT HAS BEEN LOANED. B

950

950 600(4 RISERS) 4500(30 RISERS)

950

FIRST FLR +4.75M

BAL

950

SECTION-EE’

ROOF 01 TOC +9.25M

GENE

SEC B

STEP NO.44 LVL +7.20M

SECTION - EE

2700

3150

2.15M WIDE CORRIDOR

950

2380

950

STONE STRIPS

-09EE 09 3 SECTION B A 1:50 1:50 SEC

56 55 54 53 52 51 50 49 48 47 46 45

DATE 24-01-23

SECTION THIS DRAW REPRODUC1

MUMMTY +12.40M

STEP NO.40 LVL STEP NO.40 LVL 40 +6.60M +6.60M 40 39 39 38 38 37 37 36 36 35 35 34 34 33 33 2.15M WIDE 32 32 31 CORRIDOR 31 30 30 29 FIRST FLR FIRST FLR 29 28 28 28 +4.75M +4.75M W5 27 27 27 26 26 26 25 25 25 24 24 24 23 23 23 22 22 22 21 21 21 20 20 20 19 19 STEP NO.16 LVL 19 18 18 18 +3.00M STEP NO.16 LVL STEP NO.16 LVL 17 17 17 16 16 +3.00M +3.00M 16 15 15 15 STEP NO.12 LVL 14 14 14 +2.40M STEP NO.12 LVL STEP NO.12 LVL 13 13 13 12 12 +2.40M +2.40M 12 11 11 11 10 10 10 9 9 9 8 8 8 7 7 7 PLINTH 6 6 6 PLINTH 5 5 SEC 5 1 4 4 +0.55M SHOE RACK SHOE RACK PLINTH 2.15M WIDE PLINTH ± 0.00M 4 J 3 3 150 +0.55M CORRIDOR 150MM WIDE KOTA 3 +0.55M FGL 2 2 PLINTH STONE STRIPS 2 1 +0.00M 1 150MM THK. 1 BRICK WALL PLINTH FGL SEC FGL +0.00M ± 0.00M J +0.00M

STEP NO.40 LVL +6.60M

950

BAL

950

BAL

950 950

FIRST FLOOR PLAN

02 1:50

ROOF 60 01 TOC +9.25M 59

MUMMTY +12.40M

1 40 39 UP 38 37 36 35 34 33 32 31 10200 29 30 2.38M WIDE CORRIDOR FF1 WF1 28 W5 29 FIRST FLR 27 28 CF3 SK1 28 26 +4.75M FFL +4800.00M 27 27 25 26 26 ST 24 25 25 23 4200(7 FULL TILES) 585 550 24 24 22 23 23 21 2220 22 ST 21 1921 20 20 18 19 19 17ST 18 18 16 STEP NO.16 LVL 17 17 15 16 16 +3.00M BAL 5 FULL TILES 14 15 15 13 14 14 12 STEP NO.12 LVL 13 13 11 12 12 10 B A C +2.40M D 11 11 9 10 10 8 9 9 7 8 8 6 150MM WIDE KOTA 7 7 5 STONE STRIPS 6 6 4 5 5 150 3 4 4 PLINTH 2 3 3 1 +0.55M 2 2 1 1 150MM WIDE KOTA 40 39 38 37 36 35 34 33 32 31 30 29

4500(30 RISERS)

STEP NO.44 LVL +7.20M

950

900

56 55 54 53 52 51 50 49 48 47 46 45

REV DESCRIPTION R0 FIRST ISSUED

08 1:50 A

600(4 RISRS)

600

950

3335

1200

60 59 58 57 ROOF 01 TOC 56 +9.25M

600(4 RISERS) 1800(12 RISERS) 950

REVISIONS

600(4 RISERS) 950

ROOF 01 TOC +9.25M

950

900

950

55 19 56 54 55 53 20 54 52 53 51 21 52 50 51 49 22 50 48 49 47 23 48 46 47 FF2 WF1 45 24 46 44 STEP NO.44 LVL 45 CF3 SK3 43 25 44 +7.20M 42 43 41 26 42 40 STEP NO.40 LVL 41 39 27 +6.60M 38 950 DN 2837 36 35 34 33 32 31 30

950 42

56 55 54 53 52 51 50 49 48 FF2 WF1 47 46 CF3 SK3 45 44 43

950 950 41

EQ EQ

110

3600(24 RISERS) 1200 600

110 600(4 RISERS) 1800(12 RISERS) 4200(28 RISERS)

950

1200

1800

600(4 RISERS) 1800(12 RISERS) 4800(32 RISERS)3300(11 TREADS)

470

950

4800(32 RISERS)

13 14 15 16

900

FF2 WF1 CF3 SK3

950

FF2 WF1 CF3 SK3

950

2200

170

FD1

4200(28 RISERS)

MID LANDING

2040

MID LANDING

LL TILES

155

600(4 RISERS) 155 275

WATERPROOFING 150

FD1

360

FFL +3000.00M

FFL +2400.00M

150

2200

2850

275 1200(2 FULLTILES)

2700FULLTILES) 1200(2 600 2850

2700

MUMMTY +12.40M

B 3 MUMMTY 1. ALL DIMENSIONS IN MILLIMETERS AND LEVELS ARE IN METER +12.40M UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT PRIOR TO COMMENCEMENT OF EXECUTION. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. THIS DRAWING TO BE READ IN CONJUNCTION WITH THE RELEVANT SERVICES AND STRUCTURAL DRAWINGS.

600(4 RISRS)

MUMMTY A +12.40M

600(4 RISRS)

SECTION - BB

950

MUMMTY +12.40M

300

225

THIS DRAWING IS A PROPERTY OF COLLAGE DESIGN PVT. LTD. AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN FOR WHICH IT HAS BEEN LOANED.

950

SECTION -07 BB 1:50 4

950

07 1:50

1200(2 FULL TILES)

1800(12 RISERS)

1200(2 FULL TILES)

1750

275

3600(24 RISERS)

B A

950 950

1 SLOPE-1:12

DSC

FF2 WF2 SK3 NO.12 LVL CF4 STEP +0.60M +2.40M

PROJE SCALE FF2 WF2 PROJECT ST CF4 SK3 PROJECT M 1 ISSU +0.60M PLINTH COMPREH FF2 WF2 PROJECT M APPRO CF4 SK3 INFRASTRU FGL DRAWIN PLINTH +0.00M CHECK DETAIL +0.55M 17 CLIE SAGUJ-

HOUSING SCHEME, BOISAR

SEM X, FIFTH YEAR

THESIS Introducing Organic Farming Traning Centre in Latur District to try and Resolve the Problems in Farming Sector.

TOPIC Understanding Common Challenges and Solutions for Farmers in Latur.

LOCATION

CONCEPT AND SITE ANALYSIS

Map of India Indicating Maharashtra

Map of Maharashtra Indicating Latur District in Marathwada Region

Map of Latur District Indicating Chakur Taluka

Map of Chakur Taluka Indicating Site Location

The Site is Located in Mohanar Village in Chakur Taluka, Latur District, Maharashtra.The site provides great connectivity the surrounding regions. The site gives main road frontage which will help to attract people.

SITE PLAN

PROGRAM AND AREA STATEMENT - Organic Farming Training and Awareness - Lecture Rooms -Laboratory -Experimental Farm -Seed Processing Units and Storage -Marketing -Gathering Area -Canteen -Accommodation

Site Area - 20,000 sq.m. Total Built Up Area - 7850 sq.m.

LANDUSE

MASSING

-Built form on one side of the site and all the landscape on the other side of the site.

-Dividing the spaces according to the functions -The spaces should be divided into public, semi-private and private areas.

Evolution of Form

-Experimenting with the form while following the same concept.

Final Form

SECTION - AA’

SECTION - DD’

FLOOR PLANS AND SECTIONS

GROUND FLOOR PLAN OF ADMINISTRATION AND CANTEEN

FIRST FLOOR PLAN OF ADMINISTRATION AND CANTEEN

ELEVATION - X

ELEVATION - Y

FLOOR PLANS, ELEVATIONS AND VIEWS

FIRST FLOOR PLAN OF THE AWARENESS CENTRE

VIEWS

AIRPORT HOTEL, NAVI MUMBAI

SEM IX, FIFTH YEAR

AIRPORT HOTEL To learn about Mix Use Hospitality Project with a Working of Structure, Services, Traffic Flow Planning, Air Transport Contextual Integration and Principles of The Environmental Response.

BRIEF Design of Airport Hotel with Conventional Facilities at Panvel-Urban-Navi Mumbai in Maharashtra, India.

LOCATION

SITE SECTION

Navi Mumbai International Airport is an under construction greenfield international airport being built at Panvel-Urban-Navi Mumbai in Maharashtra, India.

MASSING

The massing of the hotel is done in such way that maximum rooms of the hotel gets a good view. The spaces are arranged according to their hierarchy.

EAST ELEVATION

GROUND FLOOR PLAN

SECTION - AA’

SECTION - BB’ VIEWS

View from Restaurant to outdoor seating

Entrance View

Front view of the Hotel

SECTIONS, ELEVATIONS, UNIT PLANNING AND DETAILED DRAWINGS.

NORTH ELEVATION UNIT PLANNING

Presidential Apartment

Suite

Serviced Apartment

DETAILED DRAWING

Swimming Pool Detail With Service Floor

Landscape Detail

Fountain Detail

Room

SEM VI, THIRD YEAR

SET - OUT PLAN

WORKING DRAWINGS BRIEF Construction Drawings of a G+7 Storey Residential Building

PLINTH BEAM LAYOUT

TYPICAL FLOOR LAYOUT

COLUMN BEAM LAYOUT

OHT LAYOUT

DRAINAGE LAYOUT

ELECTRICAL LAYOUT

NORTH ELEVATION

SECTION AA’

FACADE DETAIL

TOILET DETAIL

COMPETITIONS

LIK - LOUIS I. KAHN 2017 - 2018

KIRAN GUTTE. kirangutte28@gmail.com 8355851570