portfolio 2023

PORT FOLI O KIPTOO PATRICK

2023

K I PTO O PAT R I C K KI PL AGAT Every great architect begins with an even better design and the following is a collection of academic projects that reflect my passion and appreciation of architecture and design.

I hope to contribute the same passion to your firm.

Thank you and enjoy.

+254 790 000 432 kiptoo.pkiplagat@gmail.com 7378 Eldoret, KENYA

WORK EXPERIENCE Jan - April 2022 A.D. Design Architects Mvita, Mombasa County Attachee

May - August 2019 National Housing Corporation Nairobi CBD, Nairobi County Attachee Responsibilities: - Developing architectural drawings: all phases of design for concepts through construction drawing preparation - Worked closely with team to communicate project needs - Developed renders for drawings - Conducts research for the project team - Organizes files, materials and displays - Regular Site Visits

Responsibilities: - Developing architectural drawings through all phases of work - Developed interior and exterior renders and post production images - Developed and designed presentation documents for clients - Closely worked with the architects to generate design alternatives - Worked closely with team to communicate project needs - Conducted research for the project team - Supervised on-going construction projects

July - September 2017 Unity Homes Kapseret, Uasin Gishu County Attachee

Jan - April 2021 Uasin Gishu County - Public Works Eldoret, Uasin Gishu County Attachee

Responsibilities:

Responsibilities: - Developing architectural drawings: all phases of design for concepts through construction drawing preparation - Closely worked with the architects to generate design alternatives - Worked closely with team to communicate project needs - Developed renders for drawings - Conducts research for the project team - Organizes files, materials and displays

• •

I have a passion for developing innovative designs and renders using Revit, ArchiCAD, Lumion and SketchUp to bring my ideas to life.

My technical knowledge of building codes, materials, and construction techniques, combined with my software proficiency, allows me to produce accurate and effective designs.

• •

I am an experienced project manager, able to handle multiple projects simultaneously and collaborate with clients and team members.

Strong communication skills, both verbal and written, are a key aspect of my approach to teamwork.

- Working with civil engineer, mechanical engineer and contractor in project development - Working with foremen to ensure all the project development goes as planned - Working with a team of foremen in developing the landscape - Making weekly development reports

PROFESSIONAL SKILLS • •

I prioritize tasks and work efficiently under pressure to meet deadlines and produce quality work.

My problem-solving skills and attention to detail enable me to identify and

•

resolve design and construction challenges.

I stay current with new technology and design trends, adapting my skills as

•

needed to meet project requirements.

I maintain organized project documentation, ensuring that all records are kept up-to-date.

SOFTWARE PROFICIENCY Lumion

INTERESTS AND HOBBIES Graphic design and Digital Arts

ArchiCAD

Photography & Photo manipulation

Adobe InDesign

Listening to Music

Adobe Illustrator

Playing Indoor games

Sketchup

Watching Documentaries

Adobe Photoshop

Calligraphy

Revit Ms Office

EDUCATION September 2016 - Present Technical University of Mombasa Tudor, Mombasa County Bachelor of. Architecture

Travelling Swimming

REFERENCES Arch. Arnold Deche Principal Architect A. D. Design Architects +254-722-706-475

September 2016 - July 2022 Technical University of Mombasa Tudor, Mombasa County Bachelor of Architectural Studies Second Class Honors - Lower

Arch. Simon K. Ndung’u Design Architect National Housing Corporation +254-722-554-353

November 2015 Sacho High School Kabarnet, Baringo County Kenya Certificate of Secondary Education - Obtained Mean Grade A (minus)

Arch. Onesmus Mwatu Chairman of the Department of Architecture and Built Environment Technical University of Mombasa +254-722-240-895

November 2011 Testimony Primary School Eldoret, Uasin Gishu County Kenya Certificate of Primary Education - Obtained 366 out of 500 (B+)

TABLE OF CONTENTS 06

14

18

AFFORDABLE HOUSING

CONSERVATION

2022

2021

22

MIXED URBAN DEVELOPMENT 2021

UNIVERSITY COMPLEX 2020

01 Area: 54.2 Acres Year: 2022 Tudor, Mombasa

AFFORDABLE HOUSING The Mombasa County in line with the national Big Four agenda on affordable housing intends to undertake an aggressive programme aimed to regenerate old estates within Mombasa.

This will ensure that the residents will access affordable modern housing with upgraded and greatly renewed support infrastructure.

6

The 52.4 acres site, located in Mvita Constituency, Mombasa County, is flanked by Ronald Ngala Rd (south), Swaleh Ng’uru Rd to the (North), Tom Mboya Street (East) and Mombasa Rd (West).

The estimated total population being 7,000 people while the site curently having a population of 2,500, the proposal will not only shelter an extra number but it will maximize on the potential of such a unique location.

The Saba Saba junction is an economical hub of this region ensures that business will improve due to the high number of shops along the edges of the site.

PARKING SILO

COMMERCIAL CENTRE

COMMUNITY CENTRE

SCHOOL

PARKING SILO

7

2ND FLOOR

8 GREENERY CYCLING LANE

6M VEHICULAR ACCESS PEDESTRIAN ACCESS

2M WIDE PEDESTRIAN WALKWAY

GREENERY

GREENERY

2M WIDE PEDESTRIAN WALKWAY

22M HIGHWAY LANDSCAPING AND GREENERY LANDSCAPING AND GREENERY

COMMERCIAL CENTRE LUHAR WADHA STREET 2M WIDE PEDESTRIAN WALKWAY

GREENERY

GREENERY

2M WIDE PEDESTRIAN WALKWAY

6M VEHICULAR ACCESS

COMMUNITY CENTRE

Greenery

SOCCER FIELD AND RUNNING TRACK SCHOOL 6M VEHICULAR ACCESS 2M WIDE PEDESTRIAN WALKWAY

LANDSCAPING AND GREENERY

LANDSCAPING AND GREENERY

LANDSCAPING AND GREENERY

2M WIDE PEDESTRIAN WALKWAY

GREENERY

GREENERY

2M WIDE PEDESTRIAN WALKWAY

6M VEHICULAR ACCESS

1ST FLOOR

GROUND FLOOR 22M HIGHWAY

SECTION THROUGH PROPOSED INNER ROAD

Solids Vs Voids

2.5M PEDESTRIAN WALKWAY

RONALD NGALA ROAD CYCLING LANE

GREENERY

GREENERY

2M WIDE PEDESTRIAN WALKWAY

2M WIDE PEDESTRIAN WALKWAY

2M WIDE PEDESTRIAN WALKWAY

GREENERY

22M HIGHWAY

MOMBASA ROAD

SECTION THROUGH RONALD NGALA ROAD

GROUND FLOOR

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

GREENERY

MOMBASA ROAD

D CYCLING LANE

4TH FLOOR 2.5M PEDESTRIAN WALKWAY

A 2.5M PEDESTRIAN WALKWAY

5TH FLOOR GREENERY

B PEDESTRIAN ACCESS

3RD FLOOR 2M WIDE PEDESTRIAN WALKWAY

Sectors Access and Circulation

C

Section through the Proposed Central Street

Distribution of units NUMBER OF UNITS PER SECTION

Cluster Design

A

B

C

D

TOTAL UNITS

ESTIMATED POPULATION

3 BR

69

132

187

71

459

2,295

2 BR

178

240

374

158

950

2,850

1 BR

90

270

216

90

666

1,332

STUDIO

50

175

220

25

470

470

SHOPS

68

96

122

48

334

-

UNIT

Sector C Analysis

Cluster Type A

60,000

2,500

9,800

9,800

2,500

11 10

12

11 10

13

12 9

14

13

14 7

15

7

5

20R x 0.150 19G x 0.300

15

20R x 0.150 19G x 0.300

8

6 16

16 17 4

17

5

14

6

4 18

18 3

3 19

19 2

5 4 3

20

20 1

2

UP

DOWN

20

1 UP

6

18

2

15

13 8

7

16

12 9

8

17

9

20R x 0.150 19G x 0.300

6,700

11

10

3 Bedroom

2,500

6,700

9,800

19

9,800

DOWN

1 UP

DOWN

2 Bedroom 1 Bedroom

F

F

21,200

F

11,000

7,800

Studio

12,400

11,000

28,400

42,400

Parking Silo

11,000

F

F

21,200

7,800

F F

F DOWN

UP 1

UP

UP

1

1

18 17 16 15

19 3

19

2

18 4

2

3

17 5 16

20R x 0.150 19G x 0.300

6 15 7 14 8

F

13

3

4

4

5

5

6

6

F

7

9

F

7

14 8

8 13

13

12

12

11

11

12 10

9

11

150.0 R x20 300.0 G x19

20 2

20

150.0 R x20 300.0 G x19

DOWN

DOWN 20 19 18 17 16 15 14

9 10

F

10

9,800

9,800

2,500

9,800

6,700

2,500

6,700

6,700

2,500

6,700

60,000

47,700 6,700

6,700

2,500

11

6,700

11

11

10

10

10

8

14

7

7

15

6

15

6

12

13

14 15

0.150 0.300

12

8 7 6

0.150 0.300

9

9

9 8 0.150 0.300

2,450

14

13

6,750

13

2,500

12

9,800

9

2,500

9,800

9,800

2,500

9,800

6,700

2,500

6,700 60,000 2,500

9,800

9,800

2,500

9,800

6,700

2,500

6,700

3,500

9,800

11

17 18

18

19

19

3

20

20

1

1

2

UP

20

DOWN

DOWN

17

3,500

5 4

2

19

16

11 13 14

15

14 15

12

14

13

20R x 0.150 19G x 0.300

16

17

16 20R x 0.150 19G x 0.300

15

16

13

12

14

15

12

11

13

14

8 7 6

18

15

20R x 0.150 19G x 0.300

12

13

F

17

4 3

3 2

UP

20R x 0.150 19G x 0.300

11

12

10 9

7 6 5

4

16

17

16 17

18

18

19

18

19

20

19

20

DOWN

20

DOWN

1

1

UP

UP

DOWN

DOWN

F

2,000

15,000

F

F

F

F

F

21,200

F

7,800 9,600

11,000

F

7,200

2,500

7,200

7,200

2,500

7,200

7,800

5,200

7,800

5,200

5,500

12,400

2,600

11,000

11,000

12,400

2,600 42,400

12,400

11,000

28,400

42,400

11,000

42,400

20R x 0.150 19G x 0.300

11

11

9

F

F

6 5

15

2

14

5 4

150.0 R x20 300.0 G x19

6

3

1

8

7

F

8 7

4 3 2

UP

8

9

6 5

1

9

10

7

4 3 2

13

9 8

7 6 5

10

10

10

9 8

12

10

UP

F

9,600

11,000

F

F

F

5,500

F

21,200

7,800

F

11,000

F

15,000

F

5,500

UP 4

15 14 8

F

13

4 5 6

F

7

F

F

7

8 11

11

12

9

UP

1

2 3 4

7

F

2 3 4

5

5

6

6

F

7

F

7

8

10

8

9

11

9

10

10

F

3,500

10

UP

1

6 9

9

10

5 8

8

13 12

11

4

3

6 13 12

10

F 3

2

5 14

14

9

150.0 R x20 300.0 G x19

3

17 16

7

16 15

6

18 17

16 15

5

2

1

2

18

19

18 17

4

1

UP

1

19

20

3

150.0 R x20 300.0 G x19

20 2

150.0 R x20 300.0 G x19

1

UP

11

DOWN

DOWN

19

12

150.0 R x20 300.0 G x19

F

11

F

15 14 13

UP

17 16

14 13 12

20R x 0.150 19G x 0.300

16 15

14 13 12

20

18

19 18 17

16 15

DOWN

20 19

20

19 18 17

F

DOWN

DOWN

DOWN 20

20R x 0.150 19G x 0.300

Cluster Type B 2,500

9,800

6,700

2,500

9,800

6,700

2,500

Cluster Type C

9,800

9,800

9,800

6,000

9,800

2,500

9,800

2,500

3,500

DOWN

2,000

20R x 0.150 19G x 0.300

F

3 2

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

5,800

4

1 UP

UP

3,300

F

21,200 5,500

2,000

6,000

5,500

21,200

19,000

6,000

8,000

38,000

8,000

8,000

6,000 6,000

36,000

9,800

6,000

3,000

6,700 38,000

8,000

8,000

6,700

6,700 6,000

6,000

2,000

6,000

15,000 20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

1,400 UP

3 4 5 6 7 9

1 2

5,800

20R x 0.150 19G x 0.300

2 10 11

21,200 5,500

3,000

11

F

6,700

2,500

6,700

6,000 DOWN

DOWN

UP

1

1 20

20

2

2 19

19

3

3

UP

15

15

F

F

7 14

14

13

13

12

12

11

11

UP 1 2

1

5 6 7 8 9

9

10

10

11

11

UP 2

3 4

7 8

2

3 4 5 6 7 8 9 10 11 UP 1 2

3

3

4

4

5

5

6

6

7

8

7

8

9

10

5 6

8

9

10

9

3,500

10

10

3,500

F

9

3 4 1

20R x 0.150 19G x 0.300

4 5 16

16 6

20R x 0.150 19G x 0.300

4 17

17

20R x 0.150 19G x 0.300

18

18

F

5

2,000

6,700

6

3,500

2,500 47,700

7

2,000

6,700

8

3,500

6,700

UP

6,700

6,700

1 8

10

11

5,500

9

9 10

7

150.0 R x20 300 .0 G x 19

8

UP

6

150 .0 R x20 300.0 G x 19

3

DOWN

6,700

1

19

20R x 0.150 19G x 0.300

5

150.0 R x20 300.0 G x 19

2

18

5,500

4

17

21,200

7

16

3,500

6

15 20

19,000

5

14

2,000

4

9,800

UP

13

3,500

3

2,500 22,100

2

9,800

1

6,000 6,000

UP

9,800

8

2,500 22,100

7

9,800

UP

12

10

1

DOWN

11

4

19

12

2,500

F

3

DOWN

18 12 11

6

15 14 13

5

17 16

4

20 19 18

DOWN

DOWN

20

6,700

F

F

19

2,500

12

18

6,700

F

15 14 13

17

6,700

15 14 13

12

18 17 16

16

2,500 47,700

17 16

20

15 14 13

15

DOWN 20 19

F

DOWN

19

18 17 16

14

6,700 18

F

12

20 19

13

6,700

DOWN

F

12

2,450

15 14 13

2

17

13 12

18 17 16

3

15 14

6,700

6,750

20 19

2

DOWN

F

1

17

UP

19 18

16

F

F

F

20

F

F

7

16 20 13 12

F

6

13 15 14

F

5

DOWN DOWN

9

19

13 12

17

8

18

14

18

16

11

17

19

F

10

16

38,000

F

5,500

6,000

15

15 20

DOWN 20

17

15

10

14

14

20

19 18

16

16

20

14

DOWN

13

F

12

F

F

20

5,200

19

10,700

18

5,200

15

10,700

5,200

10,600

F

10,500

5,500

10,700

17

9,800

F

5,200

10,600

DOWN

10,700

9

13

DOWN

12

5,500

F

F

10,500

8

19

12

20

F

F

11

18

19

F

F

5,200

15,000

F

F

20R x 0.150 19 G x 0.300

17

18

18 20

F

F

1 BEDROOM

5

3

20R x 0.150 19 G x 0.300

16

17

20R x 0.150 19G x 0.300

3,500

17

20R x 0.150 19G x 0.300

3,500

16 19

UP

DOWN

3,500

DOWN

18

1,400

20

1

DOWN

15

16

2,000

2

20

14

15

20R x 0.150 19G x 0.300

19

19

13

14

15

20R x 0.150 19G x 0.300

18

12

13

14

3,500

17

17

11

12

13

20R x 0.150 19G x 0.300

16

16

3 2 1

DOWN

5 4

F

3,500

11

12

2,000

11 12 13 14 15

F

6

5

3

UP

6

9

4

2

F

6

16 17 18 19

F

20

UP

1 UP

1

3 2 1

F

F

7

15

UP

7

8

14

3 2 1

F

1 BEDROOM

8

13

F

6

11 10

9 8 7

4

2

5

F

11 10 12

UP

5 4

9

5

3

4

F

6

8 7

15

3 2 1

UP

9

14

5 4

1

8

7

F 11 10

13

7 6

10

8

F

2

9

12

8 7

6,700

11

4 3

10

6

2,500

12

6 5

1

6,700

9

7

F

11

11 10 9

6,700

10

9

4

9,800

2,500

9,800

6,000

2,500

13

5

6,700

8

F

6 5

UP

4

6,700

10

7

8 7 6

2,500

6,700

9

3

6,700

14

6,700

6,700

8

2

2,500

47,700 6,700

2,500

10

F

11 10

9,800

2,500

9,800

47,700

9

6,700

15

2,500

6,700

9,800

16

9,800

6,700

2,450

6,750

2,500

60,000

60,000

17

9,800

18

9,800

19

2,500

20

9,800

F

erVersion 0.6.100.100

60,000

9,800

9,800

2,500 22,100

9,800

6,000 6,000

9,800

2,500 22,100

9,800

3,300

5,200

3,500

9 9

3,500

9

8 8 8

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

3,500

3,500

9 9

2,000

2,000

11

6,000

6,000

6,000

6,000

20R x 0.150 19G x 0.300

9

7 7 7

8 8 8

6

6 6

7 7 7

5 5 5

4 4 4

4 4 4

10 10 10

6 6 6

3 3 3

5 5 5

11 11

3 3 3

10 10 10

UP

1 1

2 2

5,500

21,200 5,500

UP UP

18

19

20

15

16

17

14 13 12

UP

3,300

17

18

19

20

12

13

14

15

16

6,000

6,000

6,000

36,000

6,000 6,000

6,000

6,000

6,700

6,700

UP

1

2

3

4

5

6

7

8

9

10

11

3,000

15,000 1,500 1,400

UP

UP

11

5

6

7

8

9

10

1

3

6,000

DOWN

3,000

4

6,000

6,000

2

6,000

6,000

36,000

4

1 UP

6,000

18

19

20

15

16

17

14 13 12

3,000

2

3,000

DOWN

6,000

6,000

6,700

6,700

6,300

6,000 6,000

1,500 1,400

3

5

6

7

8

9

10

11

3,000

3,000

DOWN

1

2

3

4

5

6

7

8

9

10

11

3,000

6,300

6,300

17

18

19

20

15

16

DOWN

3,000

12

13

14

18

13 12

15

5,800

5,800

14

21,200 5,500

5,500

20R x 0.150 19G x 0.300

18 18

DOWN DOWN

17 17 17

19

20 20

16 16 16

19

20

15 15

2 2 2

6,000

6,000

6,000

6,000

20R x 0.150 19G x 0.300

2,000

2,000

1

1

1

DOWN

3,500

3,500

1

1

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

3,500

3,500

3,500

3,500

10 10

14 14

1 1 1

9 9

13 13

UP UP UP

8 8

12 12

20R x 0.150 19G x 0.300

20R x 0.150 19 G x 0.300

2

F

1

F F

20R x 0.150 19G x 0.300 6 20R x 0.150 19G x 0.300

6

20R x 0.150 19G x 0.300

F F

5 5

6,000

F F

4 4

DOWN DOWN DOWN

2,000

3,500

6,000

6,000

2,000

3,500

3 3

2 20 20 20

2 2

19 19 19

1 1

18 18 18

3,000

21,200 5,500

5,500

12

13

14

15

16

17

18

19

20

36,000 6,000

6,700

6,000 6,000

6,700

3,000

8 7

1

2

3

4

5

6

UP

UP

6,000

6,000

UP

1

2

3

4

5

6

7

8

9

11 10

6,000

6,000

11 10 9

3,000

DOWN

6,000

6,700

6,000

6,700

15

16

17

18

19

20

14 13

DOWN

3,000

12

2,000

21,200 5,500

6,000

6,000

2,000

5,500

3,500

3,500

20

17 17 17

19

16 16 16

18 20

6,300

3

19

20R x 0.150 19G x 0.300

2

18

15 15 15

1 14 14 14

1 13 13 13

1 12 12 12

7 7

UP UP

DOWN DOWN

1 11 11 11

20R x 0.150 19G x 0.300

20R x 0.150 19G x 0.300

17 17

15,000 1,400 1,500

20R x 0.150 19 G x 0.300 11

5,800

F F

F F

19

F

20R x 0.150 19 G x 0.300

16 16

1,400 1,500

F F 10

20R x 0.150 19 G x 0.300

F F

20R x 0.150 19 G x 0.300 20R x 0.150 19 G x 0.300

20R x 0.150 19 G x 0.300 20R x 0.150 19 G x 0.300

11

5,800

F F

10

F

20R x 0.150 19 G x 0.300 1 2 3 4 5 6 7 8 9

UP 8

20R x 0.150 19G x 0.300

5,200

9

5,200

2

6,000

5,200 3

5,200

6,000 4

3,300

5,200 5

3,300

6

3,300

20R x 0.150 19 G x 0.300

F F

15 15

DOWN

F

6,000

7

5,200 1

6,700 6,000 23,000 DOWN

2,500 2,500 22,100 F 16

6,700 9,800 5,200 17

11 18

12 19

6,000 15 20

6,700 6,000 6,000 14

5,200

20R x 0.150 19 G x 0.300

F DOWN

9,800 13 12

17 13

16 14

12

11 15

DOWN

16

3,300

17

2,500 22,100 F 18

F 19

2,500 DOWN 20

6,700 15 9

14 8

13 7

18 6

9,800 17 5

11

16 4

20 3

19 11

6,700 11

F 2

2,500 15,900 10

13

12 12

F UP

16

15

14

F 10

18

17

3,300

F

11

13

F

3,300

14

F

1

F 9

20

19

9,800

15

F 11

SITTING AREA

5,200

8

6,700

6,700 DOWN

F

7

9,800 6,000 6,000 UP

6

2,500

6,700 10

4

15,900 F 9

6,000

3

2,500 8

5,200

2

14

6,700 F

3,300

1

18

F 1

5

F 2

1

6,700

11

F 7 4

UP

F 6 7

9

F 5 6

8

4

3 5

7

6,700 4

3

F 6

2,500 22,100 UP UP

F 5

6,000 11

2,500 4

4

6,700 10 3

3

2,500

9,800 9

6,700 2

2

12

8

6,000 6

1

13

13

12

6,700 5

10

6,000 6,000 9

UP

15,900 8

10

11 UP 7

DOWN

9,800 15

10

20

17

16

15

14

F

2,500 5,200

9

10

9,800 5,200

8

9

6,000 7

8

9,800

6,000 6

1

2,500

19

16

F

2,500 22,100

18

F

Cluster Type D 9,800 5,200

5

3

9,800 3,300

4

2

6,000 6,000

17

6,700 6,700

9,800 F

16

18

17 11

6,000

3

20

19 14

15

F DOWN 17

14

2,500 F 16

13

20

19

2

1

9,800 15

12

14

F 13

12

11

20

DOWN

2,500 DOWN

19

20

19

2,500 22,100 F

18

F 7 DOWN

5,200

2

14

17

F 6 13

12

16

18

F 5 17

15

17

3,300

1

8

7

6 16

14

13

12 20

13

DOWN 19

12

F 18

DOWN

16

15

14

1 BEDROOM F

DOWN

F

6,700 F

20

DOWN

6,700 F

19

4

F

18

UP 7

6

17

6

5

16

5

4

15

F F F

7

14

00 00 2

1

9,800 15

F

13

10 3

12

12

18

17

9 2

19

11 1

18

F

2,500

6

17

2,500

9,800 5

16

F

6,000 4

F

9

F

8

20R x 0.150 19 G x 0.300

10

15

9,800 F

3,500

3,500

2,500

14

15

20

19

5

F

14 14

F 13 13

F

9,800

13

F 7

6,000

12

13

9,800 UP

9,800

20

16

4

3

F 12 12

F

2,500

DOWN

00 9,800

11 11

9,800 9,800

10

8

9

1 UP

F

3,300

18

19

20

23,000

3,300

9,800

8

9

10

2

3

F

Cluster Type E

1 UP

3,300

19

20

18

23,000

3,300

9,800

11

200

2 58.5 3,700 m 200 3,300 200 150 1,250 100 2,000

GSPublisherVersion 0.6.100.100

200

200 3,300 200

7,200

9,100

6,300

6,300 200

200

200

F

1,200

3,200

200

Shop B

200

100

100 1,100

200

3,500

1,800

200

3,200

200

800

2,700

200

3,300

9,100

5,200

200

6,700 100 200

6,000

7,200

200

200

600

200

200

2,000

200

3,200

3,200

200

7,200

100

100

3,100

200

100

9,100

2,600

2,600

100

200

3,350

2,600

Units Design

200

200

1,000

150

200

3,300 200

9,800

1,000

6,300

2,800

2,400

100

3,300 1,250 100

200

200

200

2,800

1,200

100

200

200

9,800

1,000

9,800

200

2,600

100

3,100

200

6,300

150

2,400

100

6,300

2,800

1,000

1,000

12,500 100

100 12,500

1,000

5,200

3,900

2,000 100

100

3,200

200

200

3,350

2,600

3,300

200

100

200

3,400

200 150

200

100

Shop7,200 A 200

100 2 45 m

1,200

3,900

2,000 100

9,800

100 12,500

1,000

3,700

200

200

200

2,800

1,000

200

200

200

800

200

1,200

200

1,800

2 Bedroom 200

2,700

100

F

1,100 3,400

7,200

12200 7,400

200

100

1,100 200 F

6,000

200 1,100

200

3,200

200

7,400

7,200

200

12,500 100 200 F

F

200

89.8 m2

200

F

3 Bedroom 1,100

F

200 9,100 200

5,200

200

200

F

1,200

7,200

60 m2 5,200

200

200 3,200

200 3,100

100 3,500

6,700

100 1,100 10

6,700

200

Studio

6TH FLOOR LEVEL

28 m2

3,500

1,200mm high E.P.S parapet wall finished to detail with coral block coping

300x300x20mm red ochre clay tiles on 20mm 1:4 sand cement screed on bitumen emulsion water-proofing on 200mm concrete floor slab

5TH FLOOR LEVEL

5,200

3,500

Galvanized RHS steel pipe railing 50mm dia

4TH FLOOR LEVEL

200

3,400

3,300

F

3,500

200

100

200

250x400mm reinforced concrete beam to S.E specifications

7,200

1,200x1,500mm aluminium window frames with heat resistant window film on clear glass

200

3,200

200mm thick reinforced concrete floor slab with approved 300x300x10mm ceramic floor tiles laid on 20mm 1:4 lime sand screed

3,500

3,200

200

200

3RD FLOOR LEVEL 200mm thick E.P.S. wall with 20mm thick screed, keyed to architect specification

100

200

1,800

1,200

6,300

100

1,200

3RD FLOOR LEVEL

1ST FLOOR LEVEL

200mm thick E.P.S. wall with coral stone finish on 1:4 lime sand screed

GROUND FLOOR LEVEL

3,100

GSPublisherVersion 0.8.100.100

200

3,000

200

1,800 200

200 6TH FLOOR LEVEL

1,200

6,700 200

3,500

200

1,100

200

600

7,200

6,000

1,200mm high E.P.S parapet wall finished to detail with coral block coping

300x300x20mm red ochre clay tiles on 20mm 1:4 sand cement screed on bitumen emulsion water-proofing on 200mm concrete floor slab

3,500

Galvanized RHS steel pipe railing 50mm dia

250x400mm reinforced concrete beam to S.E specifications 3,500

100

4TH FLOOR LEVEL

200mm thick E.P.S. wall with 20mm thick screed, keyed to architect specification

200mm thick reinforced concrete floor slab with approved 300x300x10mm ceramic floor tiles laid on 20mm 1:4 lime sand screed

3,500

200

3,500

3RD FLOOR LEVEL

R.C staircase with Granite threads and risers R-150 T-250

3,500

200

600

2ND FLOOR LEVEL

1ST FLOOR LEVEL

200

3,100

200 6,700

3,000

200

1000x1000x100mm precast concrete perforated mashrubiya patterned screen to allow for cross ventilation, privacy of space and visual connection to the outside.

3,500

200

7,200

1,800

5TH FLOOR LEVEL

7,200

200

200

200 3,300

100 100

3,200

200

200

1000x1000x100mm precast concrete perforated mashrubiya patterned screen to allow for cross ventilation, privacy of space and visual connection to the outside.

6,700

F

2,000

2ND FLOOR LEVEL

R.C staircase with Granite threads and risers R-150 T-250

600x200 R.C strip foundation to S,E specifications

200

3,900

3,500

F

1,250 100

200mm thick reinforced concrete floor slab with approved 300x300x10mm ceramic floor tiles laid on 20mm 1:4 lime sand screed

1,800

200

5,200

200

1,200x1,500mm aluminium window frames with heat resistant window film on clear glass

200

100

3,500

Galvanized RHS steel pipe railing 50mm dia

250x400mm reinforced concrete beam to S.E specifications

200mm thick E.P.S. wall with 20mm thick screed, keyed to architect specification

200

37.5 m

2

5TH FLOOR LEVEL

4TH FLOOR LEVEL

100

200

200

2,600

2,600 7,200

1,100

200 6,000

1,000 9,800

200

100

1 Bedroom

100

1,000

3,200

300x300x20mm red ochre clay tiles on 20mm 1:4 sand cement screed on bitumen emulsion water-proofing on 200mm concrete floor slab

200

100

7,200

6,700

100200

6,300

200

7,200

3,200

3,200

200 3,100

200

3,300

100

200

6TH FLOOR LEVEL

1,200mm high E.P.S parapet wall finished to detail with coral block coping

3,900

2,000 100

F

200

800

2,000

200

F

1,250 100

3,500

200

F

3,300

200

150

5,200 100

1,200

5,200

7,200 100

GROUND FLOOR LEVEL

200

200 200

3,400

3,500

2,600

200mm thick E.P.S. wall with coral stone finish on 1:4 lime sand screed

1ST FLOOR LEVEL

3,500

100

2,600

6,300 100

1000x1000x100mm precast concrete perforated mashrubiya patterned screen to allow for cross ventilation, privacy of space and visual connection to the outside.

600x200 R.C strip foundation to S,E specifications

9,800

1,000

200

1,000

6,300

100

6,300

3,100

2ND FLOOR LEVEL

R.C staircase with Granite threads and risers R-150 T-250

GROUND FLOOR LEVEL

200mm thick E.P.S. wall with coral stone finish on 1:4 lime sand screed 600x200 R.C strip foundation to S,E specifications

13

02 Area: 950m2 (0.235acres) Year: 2021 Old Town, Mombasa

CONSERVATION OF MOMBASA OLD TOWN The character of Mombasa city is often shaped not only by the physical attributes but also by the social and historical influences. This character often manifests into built form that is unique for every given urban setting which then translates into architectural heritage. It is therefore of paramount importance to ensure that this architectural heritage is conserved.

14

Exploded Axonometric Legend The Mji wa Kale Cultural centre is equipped with training classes and workshops. Shops, residentials and a Swahili Restaurant owners will rent the facili-

3rd Floor 2nd Floor

ties out to obtain revenue for maintainance.

Residentials Offices Residentials Shops

1st Floor

Carpentry Classroom Social Hall Dress making Classroom Restaurant

Form Development

Ground Floor

Shops Carpentry Workshop Traditional Masonry Workshop

15

1

2

3

4

5

500mm high parapet wall with coral block coping Rooftop

Stainless steel gutter sloped to rain water down pipe. Conceled by 300x20mm decorative timber fascia board Third Floor

500mm thick reinforced concrete floor slab with 300x300x10mm non slip granito tiles with straight continous joints not exceeding 2mm in all directions, on lime mortar 1:4 mix

Second Floor

250x400mm RC beam to S.E 900mmx1800mm high wooded timber shutter with intergrated louvred shutter

First Floor

300 mm rough coral stone without finish and layered with clear waterproof on GF From 1st to 3rd floor, it is finished in lime plaster Ground Floor Ground Level

16

1

2

3

4

5

The Swahili Restaurant With a capacity of 50 people, the restaurant not only boasts of having the best Swahili dishes in Mombasa Old town but also provides for jobs for the growing youth population.

15,200 2,000

350

2,000

500

2,000

600

2,000

600

2,000

350

2,000

350

630

450

S-16

2,000

S-16

RESTAURANT

2,000

800

TIMBER BOARDS STRIPS F.F

Stainless steel airtight door with fiber insulation for core

15,300

900mm 5 burner gas hob with cast iron supports and built in multifunctional oven

2,000

Double bubble, double drain aluminium sink built into concrete counter top with stainless steel finish

KITCHEN CERAMIC TILES F.F

1,800

Solid core double swing timber doors with aluminium kick plate

COLD STORE TERAZZO F.F

TERAZZO F.F

DRY STORE TERAZZO F.F

NON-SLIP PORCELAIN TILES F.F

WASHROOMS NON-SLIP PORCELAIN TILES F.F

CHANGING ROOM

1,200

1,200

300x300 Non-slip porcelain tiles with 5mm finger joints laid to fall

3,600

25mm thick unpolished terazzo for floor finish

HALLWAY

300x300 Full vetrified acid resistant ceramic tiles laid to fall

25mm thick unpolished terazzo for floor finish

ublisherVersion 0.3.100.100

17

03 Area: 2.2 Acres Year: 2021 Mombasa C.B.D

MIXED URBAN DEVELOPMENT The Mombasa Water Supply and Sanitation Company Limited (MOWASCO) is the owner of a vacant plot currently being used as a rubbish dump. MOWASCO is to develop the site to accommodate an urban project with mixed use including shops, foodcourts, restautrants, offices and residentials.

18

NOTES

With a 90x30m plot, the design concept revolves around networking and connection between the spaces. The

GENERAL: 1. All dimensions to be checked on site before commencement of any work. Use figured dimensions only.

Any discrepancies should be reported to the Architect immediately.

2. All dimensions are in milimetres unless otherwise specified and should be read off from the drawing and not measured.

3. P.V denotes permanent ventilation and must be provided above all windows and doors where indicated or shown.

CIVIL WORKS: 1. Damper proof course to be provided under all external walls at grade. D.P.C to be a minimum of 150mm above ground level.

All vegetable soil to be removed from under slab and all paved surfaces.

2. All soils under slabs and around external foundations to be treated for termite control.

3. All soils on cut embarkments to be stabilized. Any slope not to exceed the natural angle of repose.

4. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone blinding on hardcore.

STRUCTURAL WORKS: 1. Refer to structural Engineers details for all r.c works.

2. Foundation depth to be determined on site to structural Engineer's approval.

structure forms an urban community with all necesities in their reach. The guests in the facility could easily make a move from the public spaces, private spaces and offices without necessarily leaving the structure.

3. All walls less than 200mm thick to be reinforced with hoop irons at every alternate course.

4. All adjacent r.c works and masonry walls to be tied with strap irons at every course.

MECHANICAL WORKS: 1. All sanitry fittings, doors, windows and lifts to schedules.

2. All plumbing and drainage to comply with MOWASCO regulations.

3. All service ducts to be accessible from every floor.

4. SVP denotes sewer vent pipe to be provided at the head of drainage.

5. All electrical works to the entire satisfaction of the Electrical engineer.

NKURUMAH RD

FINISHES SCHEDULE:

3. Wall Finishes a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.

Coats applied to manufacturers specifications. b.Coral lime plaster finish containing egg white upto 3 coats. c.300 X 300 X 10mm thick granito tiles 1200mm high with 100mm background with grouting to approval. d.Emulsion paint.

4.Ceiling Finishes a.9mm first coat 1:4 lime/sand screed and 3mm second coat of lime plaster smooth trowelled on structural slab b. 5mm Painted waterproofed rough cast lime finish c. Emulsion paint d. 25mm thick suspended gypsum board e. Black rubber paint f. 450 x 450mm acoustic ceiling panels

RI SECU

MIKINDANI RD

1. Floor Finishes a. 200mm thick coral aggregate slab to SE's details treated with hardener/sealer, laid to falls with a ribbed finish. b. 6 mm thick polished terrazzo laid on lime mortar screed, 50% chops,with 25x3mm dividing strips set off to architects approval. c. 300x300x10mm fully vitrified non-slip acid resistant granito tiles on 1:4 mortar mix, laid on lime mortar screed. d. 600x600x10mm thick porcelain floor tiles e. Approved 200 x 65 x 20mm mahogany parquet flooring in herringbone pattern laid with adhesive on 20mm 1:4 lime sand screed. f. 40 mm thick smooth screed finish g.100 x 800 mm mahogany tongued and grooved boarding, secret nailed on 50x25mm chamfered tanalised batterns @ 450mm c/c fixed to concrete slab with galvanised screws. Cement sand screed infil mix ratio 1:4. h.300 x 300 x 10mm textured granito tiles with straight continuous joints not exceeding 2mm wide in both directions, fixed with adhesive on lime mortar 1:4 mix, jointed and flush pointed with tinted flexible epoxy grout. i.Heavy duty carpet, navy blue in colour j. Hybrid grass 2. Skirting Finishes a. 300mmx100mmx10mm thick granito tiles. b. 10mm Lime mortar on 25mm thick lime mortar screed. c. 150mm high polished in-situ terrazzo. d. ex.150mmx25mm thick Mangrove nailed on wall. e. 100mmx25mm dressed coral stone tiles. f. Ex 100x20mm mahogany bullnosed skirting, screwed, plugged and nailed on smooth lime plaster g.300 x 150 x 10 mm thick fully vitrified acid resistant tiles.

TY LANE

REVISIONS DATE.

DESCRIPTION.

DESIGNED BY:

BARC/034J/2016 KIPTOO PATRICK KIPLAGAT PROJECT:

PROPOSED MIXED URBAN DEVELOPMENT CLIENT:

MOMBASA WATER SUPPLY AND SANITATION COMPANY LIMITED (MOWASCO) DRAWING TITLE:

SITE PLAN

SCALE:

1:200

DATE:

DRAWN:

08 / 08 / 2021 N

N

DRAWING NO:

MUD/4.1/2021

24R x 167 23G x 309

9 8 20R x 200 19G x 250

LOADING ZONE

11R x 150 10G x 350

20

19

11 10

7 6 5 4 3

PORCELAIN TILE F.F

PORCELAIN TILE F.F

18

6 5

6

17

7

7

16

8

15

9

8

DOWN

11 10 9

14

24

23

22

21

20

19

18

17

16

15

14

13

12

11 10

13

DOWN

+1,652

12

DOWN

LOADING ZONE

GSPublisherVersion 0.0.100.100

2 1

5

entry

UP

4 4 3 3 2 2 1 1

UP

UP

exit

5

6

7

±0

3

F

4

22R x 182 21G x 286

UP

F

1

F

GARBAGE CHUTE

UP

22R x 182 21G x 286

2

F

1

3

2

F

4

6

F

5

8

F

7

F

±0

±0

-450

8

ENTRANCE

DUCT

9 9 10 11

10 11

OPEN TO ABOVE

12

12 14

13

DUCT

13

14 15

13

15

14

17

16

19

8.33 %

DOWN

12 11

20R x 200 19G x 250

6

9

8

7

6

5

4

3

10

2

1

-225

5

UP

FIRE ESCAPE

±0

18

20

22

21

20

19

18

17

16

22

21

20

19

18

DUCT

15

DOWN

DOWN

17

16

-450

8.33 %

8.33 %

±0

4

9

20R x 200 19G x 250

7 10

UP

3 2 1

8 11 12

-225

13

-450

DOWN

8.33 %

20

19

18

17

16

15

14

19

3D Cut cut out section

Public Spaces Restaurant Supermarket Clinics Gym and Sauna Sports Bar

Offices MOWASCO Offices Small - 125 m2 Medium - 210 m2 Large - 500 m2

Residential Spaces 2 Bedroom 1 Bedroom Studio apartment Children Care Centre

20

NOTES GENERAL: 1. All dimensions to be checked on site before commencement of any work. Use figured dimensions only.

Any discrepancies should be reported to the Architect immediately.

2. All dimensions are in milimetres unless otherwise specified and should be read off from the drawing and not measured.

3. P.V denotes permanent ventilation and must be provided above all windows and doors where indicated or shown.

CIVIL WORKS: 1. Damper proof course to be provided under all external walls at grade. D.P.C to be a minimum of 150mm above ground level.

All vegetable soil to be removed from under slab and all paved surfaces.

2. All soils under slabs and around external foundations to be treated for termite control.

3. All soils on cut embarkments to be stabilized. Any slope not to exceed the natural angle of repose.

4. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone blinding on hardcore.

STRUCTURAL WORKS: 1. Refer to structural Engineers details for all r.c works.

5.000

7.500

7.500

6.000

7.500

3.500

5.000

7.500

5.000

7.500

7.500

5.000

7.500

2. Foundation depth to be determined on site to structural Engineer's approval.

3. All walls less than 200mm thick to be reinforced with hoop irons at every alternate course.

ROOF TOP

4. All adjacent r.c works and masonry walls to be tied with strap irons at every course.

MECHANICAL WORKS: 1. All sanitry fittings, doors, windows and lifts to schedules.

2. All plumbing and drainage to comply with MOWASCO regulations.

1500MM HIGH 200MMTHICK MASONRY WALL WITH CONCRETE CAPING PLASTERED AND PAINTED ON BOTH SIDES TO ARCHS APPROVAL

ELEVATOR SHAFT

12TH FLOOR

FINISHES SCHEDULE: 11TH FLOOR

10TH FLOOR

9TH FLOOR

8TH FLOOR

50MM DIA STAINLESS STEEL HAND RAIL ON GLASS BALUSTAREDS SUPPORTED BY STAINLESS STEEL CLAMPS BETWEEN STAINLESS INNER POSTS ON 50MM DIA STAINLESS STEEL BOTTOM RAIL

7TH FLOOR

400* 200MM R . C COLUMN TO S E. DETAILS PLASTERED .

AND PAINTED TO ARCHS APPROVAL

ELEVATOR SHAFT

900* 900MM PORCELAIN TILES

ELEVATOR SHAFT

150 MM THICK R . C SLAB FINISHED WITH TO ARCHS APPROVAL

3. All service ducts to be accessible from every floor.

4. SVP denotes sewer vent pipe to be provided at the head of drainage.

5. All electrical works to the entire satisfaction of the Electrical engineer.

6TH FLOOR

1. Floor Finishes a. 200mm thick coral aggregate slab to SE's details treated with hardener/sealer, laid to falls with a ribbed finish. b. 6 mm thick polished terrazzo laid on lime mortar screed, 50% chops,with 25x3mm dividing strips set off to architects approval. c. 300x300x10mm fully vitrified non-slip acid resistant granito tiles on 1:4 mortar mix, laid on lime mortar screed. d. 600x600x10mm thick porcelain floor tiles e. Approved 200 x 65 x 20mm mahogany parquet flooring in herringbone pattern laid with adhesive on 20mm 1:4 lime sand screed. f. 40 mm thick smooth screed finish g.100 x 800 mm mahogany tongued and grooved boarding, secret nailed on 50x25mm chamfered tanalised batterns @ 450mm c/c fixed to concrete slab with galvanised screws. Cement sand screed infil mix ratio 1:4. h.300 x 300 x 10mm textured granito tiles with straight continuous joints not exceeding 2mm wide in both directions, fixed with adhesive on lime mortar 1:4 mix, jointed and flush pointed with tinted flexible epoxy grout. i.Heavy duty carpet, navy blue in colour j. Hybrid grass 2. Skirting Finishes a. 300mmx100mmx10mm thick granito tiles. b. 10mm Lime mortar on 25mm thick lime mortar screed. c. 150mm high polished in-situ terrazzo. d. ex.150mmx25mm thick Mangrove nailed on wall. e. 100mmx25mm dressed coral stone tiles. f. Ex 100x20mm mahogany bullnosed skirting, screwed, plugged and nailed on smooth lime plaster g.300 x 150 x 10 mm thick fully vitrified acid resistant tiles.

3. Wall Finishes a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.

Coats applied to manufacturers specifications. b.Coral lime plaster finish containing egg white upto 3 coats. c.300 X 300 X 10mm thick granito tiles 1200mm high with 100mm background with grouting to approval. d.Emulsion paint.

4.Ceiling Finishes a.9mm first coat 1:4 lime/sand screed and 3mm second coat of lime plaster smooth trowelled on structural slab b. 5mm Painted waterproofed rough cast lime finish c. Emulsion paint d. 25mm thick suspended gypsum board e. Black rubber paint f. 450 x 450mm acoustic ceiling panels

5TH FLOOR

4TH FLOOR

3RD FLOOR

REVISIONS 150 MM THICK REINFORECED CONCRETE SLAB ON BEAMS

DATE.

250* 400MM R , C

100MM THICK CORAL STONE PARTIONING WALL PLASTERED AND PAINTED WITH 3 COATS OF WATER BASED PAINT TO ARCHS APPROVAL .

DESCRIPTION.

2ND FLOOR

POWDER COATED ANODIZED ALLUMINIUM CASEMENT CURTAIN WALL WITH FRAMES AND MULLIONS . 20MM DOUBLE GLAZED ARGO INFILLED LAMINTED GLASS WITH SILICON TIPS . INSTALLED TO MANUFACTURERES SPECIFICATIONS .

1ST FLOOR

TIMBER PERGOLA 100* 100MM MVULE BEAMS FIXED TO 100* 100MM MVULE COLUMNS WITH STAINLESS STEEL ANGLE CLITS AND COUTER SANK SCREWS ALL PAINTED WITH EMULSION PAINT TO ARCHS APPROVAL

DESIGNED BY:

MEZZANINE FLOOR

BARC/034J/2016 KIPTOO PATRICK KIPLAGAT

ELEVATOR SHAFT

ELEVATOR SHAFT

PROJECT:

GROUND FLOOR

PROPOSED MIXED URBAN DEVELOPMENT CLIENT:

MOMBASA WATER SUPPLY AND SANITATION COMPANY LIMITED (MOWASCO) DRAWING TITLE:

SECTION

SCALE:

1:100

DATE:

DRAWN:

08 / 08 / 2021

N N

DRAWING NO:

21

04 Area: 5.5 acres Year: 2020 Tudor, Mombasa

UNIVERSITY COMPLEX Education being the key pillars of development of the youth, Technical University of Mombasa ensures the growth of this generation of mankind with a highly equiped modern university complex.

22

LADI

The 5.5 acres site, located in Mvita Constituency, Mombasa County, is flanked by Tom Mboya Street to the West and South and Swaleh Ng’uru Rd to the (North) The project encompases of a student centre for recreation and socializing student hostels for accomodation and playing field. A dispensary, gymnasium, library, auditorium, food court are some of the facilities in the student centre.

ES

CHA NGIN ROO

G

BREA K ROO M

F

PREP ARA TION

ROO M

OFFI CE

M

CHA NGIN ROO

STAG E

G

M

GEN

TS

FOOD

COUR T

GYM

DISP ENSA RY

STA LLS

1

UP

2 3

DOWN

4 5 20R x 19G 0.155 x 0.340

20 19 18

6 7 8

17

9

16

10

15

11

14 13

10

11

9

UP

8

7

6

5

4

3

2

1

F

12

x 0.155 20R x 0.340 19G

DOWN

12

13

14

15

16

17

18

19

20

LL AL HA SOCI

GEN TS H

OST

ELS

UP

1 19R 18G x 0.158 x 0.329

2 DOWN

3 4 5 6

20

19

18

17

16

7 DOWN

15

14

13

12

11

19 18 17 16 15 14 UP

13 8

20R 19G x 0.150 x 0.300

1 2

12

11

10

9

3 4 5 6 7 8

OST

10

9

GEN TS H

ELS

UP

1 19R 18G x 0.158 x 0.329

2 DOWN

3 4 5 6

13

12

11

20

19

18

17

16

15

7 DOWN

14

19 18 17 16 15 14 UP

13 20R 19G x 0.150 x 0.300

8 1 2 3

12

11

10

9

4 5 6 7 8

IES

HO

STE

10

9

LS

UP

LAD 1

19R 18G x 0.158 x 0.329

2 DOWN

3 4 5 6

20

19

18

17

16

7 DOWN

15

14

13

12

11

19 18 17 16 15 14 UP

13 8

20R 19G x 0.150 x 0.300

1 2 3

12

11

10

9

4 5 6 7 8 10

9

23

1,150

150

550

2

150

4,275 11

12

13

14

15

16

17

18

20 DOWN

19

1,200

2,800

5,250

2,850

150

1,350

1,950 1,100

1,200

9

8

7

10

6

5

4

3

2

1

3,800

20R x 150 19G x 300

UP

S-02

7 DOWN

UP

14,750

1,950

3,800

1,100

5,200

8

4,275

1 19 2

1,950

3 4

16

5 15 6

150 150 1,000 850

14

550

7 13

6

5

4

3

12

150

9

11

8

1,150

1,000 750

17

10

1,150

19R x 158 18G x 329

18

150

24

150

3,300

1,150

3,450

1,150

3,450

150

1,950 750

1,100 3,800

1,950

150 1,950

1,500 10,300

1,100 3,650

1,950

150 1,200

750

2,800

1,200

5,200

1,950 750

5,500

1,100 3,800

1,950

150 1,350 10,300

37,850

5,000

150

3,800

750

100 100 100 100 200 1,000 1,000 1,100 1,100 1,100 1,050 5,900

1,250

5,900

1,250

200

14,750

1,150

150 1,000 850

1

10

1,950

750 1,000

9

S-02

Rooftop +18,000

500mm high parapet wall with coral block coping

5th Floor +15,000

4th Floor +12,000

500mm thick reinforced concrete floor slab with 300x300x10mm non slip granito tiles with straight continous joints not exceeding2mm in all directions, on lime mortar 1:4 mix 250x400mm RC beam to S.E

3rd Floor +9,000

2nd Floor +6,000

900mmx1800mm high wooded timber shutter with intergrated louvred shutter 1st Floor +3,000

300 mm rough coral stone without finish and layered with clear waterproof on GF From 1st to 3rd floor, it is finished in lime plaster

Ground Floor +0

25

Edited and Compiled by @bigpatoarts bigpatoarts@gmail.com 0706 650 021