Kanali Lester Luseka - Professional Work Summary by Kanali Lester Luseka

Index No: 50A126

professional experience

KANALI LESTER LUSEKA

Log Sheet No: A 1084

Table of Contents

01. 02. 03. 04. 05. 06. 07. 08. 09. 10. 11. 12. 13. 14. 15.

Proposed Residential Apartments - Kileleshwa, Nairobi County Proposed Chapel - Gul Yago, Kisumu County Conceptual Bowling Alley - Lang'ata, Nairobi County Proposed Residential Estate - Karen, Nairobi County Proposed Multi-Purpose Complex - Ongata Rongai, Kajiado County Proposed Sanctuary & Guest House - Kericho Town, Kericho County Proposed Residential Apartments - Kisumu City, Kisumu County Proposed Residential Estate - Pap Onditi, Kisumu County Proposed Residential Apartments - Makongeni, Kiambu County Proposed 3 Bedroom House - Rongo, Migori County Proposed Hotel & Conference - Limuru, Kiambu County Proposed Referral Hospital - Limuru, Kiambu County Proposed Residential Estate Master Plan - Kenyatta Road, Kiambu County Continous Professional Development Programme - Virtual Conference Proposed Residential Apartments - Ahero, Kisumu County

RESIDENTIAL APARTMENTS Scheme Design

Status

Dec 2018-Dec 2020

Time

RESPOSIBILITIES

Site Survey & Supervision Conceptualization Scheme Design Stakeholder Meetings Presentations EXPERIENCE

Brief Formulation Project Programming Design Considerations Costing

A GROUND FLOOR PLAN

E TYPICAL 4 BEDROOM UNIT ACHERA & PARTNERS ARCHITECTS, URBAN PLANNERS & INTERIOR DESIGNERS

S-02

S-01

E-02

3,700

450

2,550

5,450

450

3,250 1,600

1,500

1,550

1,150

Verandah

450 2,550

2. Drawing are not to scalled. Only figured dimensions to be used. 3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

Verandah 300x300mm Non-Slip Ceramic Tiles f.f

Kitchen

Dry Store

Cold Store

300x300mm Ceramic Tiles f.f

600x300mm Ceramic Tiles f.f

CONSTRUCTION

4. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore.

R 1,000

5. All soil under slab around and under foundation to be treated for termite control.

800

CIVIL 6. All soil on cut embararkment to be stablized. The slope not to exceed 45 degree.

1,200

300x300mm Ceramic Tiles f.f

STRUCTURAL

450 100 200

300x300mm Ceramic Tiles f.f

200

Void Above

1,050

LIFT

PARKING

6,850

450

5,000

6,700

450 50 450

5,900

5,450

450

6,250

3,050

250

5,000

2,850

250

3,000

3,050

2,400

800

5,450

1,900

800

6,700

5,000

10. All walls to be reinforced with loop iron at every alternate course. 11. All adjacent R.C. work and masonry walls to be tied with loop iron at every alternate course.

MECHANICAL 12. All plumbing and drainage to comply with relevant local authority.

13. SVP denotes soil vent pipe to be provided at the head of the drainage system. 14. Drains pass beneath buildings & driveways to be encased in 150mm concrete surround.

450

6,700

3,500

31 CARS

Planter

8. For all R.C work,refer to stuctural Engineer's details.

2,600

Lobby 600x600mm Granito Tiles f.f

7. All black cotton soil to be removed from all buildings and paved surfaces. 9. Depth of foundation to be detemined on site to S.E's aproval.

LIFT

5,450

1,900

450

900

3,050 800

Ladies Lav.

1,025

2,850 2,400

Gents Lav.

5,675

200

250

1,800

Laminated Tiber Strips

1. All dimensions are in mm unless otherwise specified.

3,000

5,900 450

5,200

5,650

15,350

200 250 200

GENERAL

450

2,550

1,050 250 450 800

1,400

2,400

NOTES

Z 3,000

1,600

4,300

1,800

3,050

450

1,500

3,850

5,000

450

4,500

E-03

2,000

5,450

450

X 450

3,250

1,800

15. The storm drain pipes to comply with BS 556 specification.

E-01

4,500

200

4,900

6,700

200

1,550

200

450

1,500

27,750

200

250

1,200 1,500

1,500

1,550

2,300

250

1,400

LIFT

3,850

Void Above

600x600mm Granito Tiles f.f

1,825 200

3,800

Lobby

200

3,650

1,200

3,700

450

5,000

2,750

300x300mm Non-Slip Ceramic Tiles f.f

1,200

LIFT

4,300 3,850 150

200

4,250

1,400

250 1,825

5,400 7,700

200

W 5,450

450

2,600

600

2,700

Restaurant Dining (22 Pax)

R 2,800

3,050

450

2,400

600

2,750

450

3,150

Concrete Blocks Tiles f.f

Swimming Pool

2,850

450

2,600

1,200

600x300mm Ceramic Tiles f.f

Outdoor Dining (16 Pax)

200

3,000

250

8,500

3,050

450

5,000

1,800

200

3,000

200

3,000

450

800

1,150

600

3,500

3,650 450

1,300

3,000

800

450

1,500

Service

3,050

300

2,100

450

33,700

2,850

250

3,500

2,550

9,400 3,050 3,000

E 250

Copy Right: All rights reserved. No reproduction, copy or transmission of these drawings may be made without permission. The author has asserted his right to be identified as the author of this design in accordance with the Copyright, Designs and patents Act Cap 130 of the Laws of Kenya.

16. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255.

450

10,250

900

S-02 7,025

2,000

900 2,125

100

1,850 150

1,250

650 150

600

450

REVISIONS

150 300

450

5,075

450

1,775

450

4,250

10,150

450 500

1,200

E-02

450

1,550

500

1,650

450

4,250

2,000

6,925

1,900

800

E-02

2,250

2,150

2,750

450

1,500

550

800

3,900

S-01

800

3,050

3,000

2,000

10,900

2,150

2,750

450

1,550

6,925

S-01

550

450

1,900

3,225

2,150

2,300

3,350

10,900

550

S-02

450 300 800

2,400

S-01

3,350

48,175

GROUND FLOOR

B TYPICAL APARTMENT PLAN

300 450 800

4,250 3,225

E-02

E-04

S-02

2,750

Slope 25o

ACHERA & PARTNERS NOTES

550

2,150

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

NOTES

1,800

1,500

2,500 500 200 500

2,850

1,500 2,800

DSQ 600x600mm Ceramic Tiles f.f

1,200

750

900

4,250

500 150

450 350 300 600

1,100

150

600

2,300 150

1,875

350 450 300 500 150

1,875

1,100

150

900

750

1,200

Toilet & Shower

450x450mm Non-slip Ceramic Tiles f.f

Corridor 600x600mm Ceramic Tiles f.f

Dining

600x600mm Granito Tiles f.f

Breakfast

Bedroom 1

600x600mm Ceramic Tiles f.f

2,800

1,500 2,850

K 3

67,100

1,500

2,500 500 200 500

2,850

1,500

1,200

750

4,250

6,925

S-01 S

Toilet 450x450mm Non-slip Ceramic Tiles f.f

Toilet

600 350 450 150 650 900 150 150 1,875 1,100

750

450

1,550

450

+27,600 9 Roof 2

Solar Water Heaters

450

4,250

2,000

1,775

450 S-02

4,700

450

2,775

1,850

5,450

Solar Photovoltaic Panels

S-02

450 300 450

2,400

3,050

Solar Water Heaters

450 300 450

2,850

Solar Cloak Corridor Photovoltaic Rm. Panels

450

1,850

450

2,775

3,050

4,250

6,350

Cloak Rm.

Verandah

+24,600 8 Roof 1

2,250 200

4,250

725

+27,600 9 Roof 2

1,500

2,500 500 200 500

2,800

1,500

900 200

2,850

2,000 1,800

200

2,000

Kitchen

Corridor

67,100

Kitchen

Verandah

6,600

800

4,250

+27,600 +27,600 9 Roof 9 Roof 2 2

800

3,900

3,225

Z 7

+27,600 9 Roof 2

Kitchen

Cloak Rm.

Verandah

Kitchen

Corridor

6,250

800

3,000 7,100 11,450

3,000

2,550

E-01

PROJECT

ELECTRICALS 19. No chases will be allowed for pipes. Sleeves will be allowed with Mazeras Road, Kileleshwa, Nairobi written approval of structural Eng's. No cutting23. of All concrete without 23. All conduits must be laid before plastering conduits must be laid before plastering Plot Number: express approval of the Architect or structural Eng. 21. All mechnical works must be co-odinated with electrical and any

conflict must be clarified before work begin. REVISIONS

NO. UNION SDAREVISION WEST KENYA ELECTRICALS Signature:

Date:

23. All conduits must be laid before plastering

REVISIONS

DATE

REVISION NO.

Contact:

REVISIONS

Drawn By:

KLL

CheckedDATE By:

REVISION NO.

C A0 M Approved By:

C A0 M

1:100

Signature:

1:100 Date:

Contact:

Drawing Titles

BASEMENT -1, GROUND FLOOR Drawing Numbers

L[--]-03, L[--]-02

1:100

Solar Water Heaters

Client: 22. PV denotes permanent ventilation.

DATE

2,175

Location:

ELECTRICALS

E-01

4,300 1,050

18. Minimum slope in the drains pipes to be 1: 100. 18. Minimum slope in the drains pipes to be 1: 100. 14. Drains pass beneath buildings & driveways to be encased in 19. No chases will be allowed for150mm pipes. concrete Sleeves will be allowed with 19. No chases will be allowed for pipes. Sleeves will be allowed with surround. written approval of structural Eng's. No cutting of concrete without written approval of structural Eng's. No cutting of concrete without 15. storm Eng. drain pipes to comply with BS 556 specification. express approval of the Architect orThe structural express approval of the Architect or structural Eng. 16. All underground foul and waste drain pipes shall be uPVC to 21. All mechnical works must becomply co-odinated with electrical and any 21. All mechnical works must be co-odinated with electrical and any with BS 5255. Title: conflict must be clarified before Project work begin. conflict must be clarified before work begin. 17. All inspection chambers covers and framing shall be cast iron. PROPOSED RESIDENTIAL APARTMENTS 22. PV denotes permanent ventilation. 22. PV denotes permanent ventilation. 18. Minimum slope in the drains pipes to be 1: 100.

450

1,550

9,975

S-01 Solar Photovoltaic Panels

+27,600 9 Roof 2

Solar Photovoltaic Panels

1:100

+24,600 8 Roof 1

+21,600 7 Story

+18,600 6 Story

+15,600 5 Story

Scale:

Date:

Stage:

1:100

10/11/2019

Scheme Design

Job Number:

Sheet Number:

Orientation:

#Pln

A.02.2/34

S-01

E-02 Cloak Corridor Dining Rm.

Corridor

800

Solar Water Heaters

+24,600 +24,600 8 Roof 8 Roof 1 1

4,250

2,125

15. The storm drain pipes to comply with BS 556 specification.

MECHANICAL

16. All underground foul and waste drain pipes shall be uPVC to 16. All underground foul and waste drain pipes shall be uPVC to 12. All plumbing and drainage to comply with relevant local authority. comply with BS 5255. comply with BS 5255. 13. SVP denotes soil vent pipe to be provided at the head of the 17. All inspection chambers covers and framing 17. All inspection chambers covers and framing shall be cast iron. drainage system.shall be cast iron.

250

1,750

S-01

800

6,825

BASEMENT -1

Verandah

S-02 Dining

Corridor

22,650

6,925

E-04

600 250 2,750 1,700 2,100 200 200 450 200 2,550 1,200 1,000 1,850 725 5,650

E-01

Bedroom 2

6,925

U 8

6,800

450

+24,600 8 Roof 1

Kitchen

Verandah

250

TYPICAL APARTMENT (1ST. - 7TH. FLOORS)

5,450

G1 G2

Kitchen

450

1,775

2,000 450 450 50 450 1,200 1,550 500 2,000

200

400

900 450x450mm Non-slip Ceramic Tiles f.f

250

250 250

32,650

450

250

10 250

5,650

4,750

Toilet & Shower

600x600mm Ceramic Tiles f.f

3,225

R 9

S-01 Bedroom 1 600x600mm Ceramic Tiles f.f

1,200

8,950

600x600mm Ceramic Tiles f.f

Pantry

Verandah 2,300 150

600x600mm Ceramic Tiles f.f

Corridor

1200x600mm Granito Tiles f.f

150 450 350 600 900 650 150 150 1,100 1,875

Master Bedroom

Walk-In Closet 600x600mm Non-slip Ceramic Tiles f.f

600x600mm Non-slip Ceramic Tiles f.f

450x450mm Non-slip Ceramic Tiles f.f

DSQ 600x600mm Ceramic Tiles f.f

4,050

E-01

200 5,200 850 250

Breakfast

Kitchen

DSQ 600x600mm Ceramic Tiles f.f

3,225

1,350

Verandah

E-04

59 Cloak 450x450mm Non-slip Ceramic Tiles f.f

1200x600mm Granito Tiles f.f

2,250 200

2,800

58 Cloak

450x450mm Non-slip Ceramic Tiles f.f

Kitchen 600x600mm Non-slip Ceramic Tiles f.f

Pantry

ROOF 2

125 600 600 900 2,250 1,025 200 150 50 200 200 1,500 1,800 500 1,650 2,000

1,800

6,250

450x450mm Non-slip Ceramic Tiles f.f

Lounge

360BEDROOM 61

Bedroom 2

2,200

Toilet & Bath

355BEDROOM 56

600x600mm Ceramic Tiles f.f

850

11,900 450

5,000

15. The storm drain pipes to comply with BS 556 specification.

F TYPICAL 3 BEDROOM UNIT

26,400

Dining

E-04

2,500 500 200 500

1,950

Balcony

450

2,600

11.&All adjacent to R.C. and in masonry walls to tied with 14. Drains pass beneath buildings driveways be work encased 14.beDrains passloop beneath buildings & driveways to be encased in iron at every alternate course. 150mm concrete surround. 150mm concrete surround.

200

200 400 1,300 800

800 450

4,900 450 2,500

3,000

200

4,050

1200x600mm Granito Tiles f.f

2,400

600x600mm Granito Tiles f.f

Bedroom 2

200

1,625

6,700

200

2,500

For all with R.C work,refer to stuctural Engineer's12. details. 12. All plumbing and drainage to8.comply relevant local authority. All plumbing and drainage to comply with relevant local authority. 9.be Depth of foundation to be on site13. to SVP S.E'sdenotes aproval.soil vent pipe to be provided at the head of the 13. SVP denotes soil vent pipe to provided at the head of detemined the drainage system. system.course. 10. All walls to be reinforced with loop iron atdrainage every alternate

4,300

2,400

450

2,600

11. All adjacent R.C. work and masonry walls to be tied with loop 11. All adjacent R.C. work and masonry walls to be tied with loop STRUCTURAL iron at every alternate course. iron at every alternate course. 7. All black cotton soil to be removed from all buildings and paved surfaces. MECHANICAL MECHANICAL

5,650

600x600mm Granite Tiles f.f

250

3,000

450

1,150

Slope 25o

4,900 550

1,800

200

5,000

600x600mm Granito Tiles f.f

600x600mm Ceramic Tiles f.f

6 250

Lounge

Bedroom 1

1,500

7,100

5,650 Breakfast

5,450

200

CIVIL 8. For all R.C work,refer to stuctural Engineer's details. 8. For all R.C work,refer to stuctural Engineer's details. 6. All soilon onsite cut to embararkment slope not to 9. Depth of foundation to be detemined S.E's aproval.to be stablized.9.The Depth of foundation to be detemined on site to S.E's aproval. exceed 10. All walls to be reinforced with loop 45 irondegree. at every alternate course. 10. All walls to be reinforced with loop iron at every alternate course.

1,050 5,650

725

1,150

12,800

750

Pantry

4,550

16,600 200 200 4,9001,150

1,050 200

7,025

Slope 25o 725

Breakfast

Slope 25o

1,800

600x600mm Ceramic Tiles f.f

STRUCTURAL

5. All soil under slab around and under foundation to be treated for 7. All black cotton soil to be removed all buildings and paved 7. All black cotton soil to be removed from all buildings and paved termitefrom control. surfaces. surfaces.

11,800

2,400

Void Above 3,050 200 250 200 2,650

2,850

200 250 200

Electrical Room

Master 6,000 Bedroom

Toilet & Bath 450x450mm Non-slip Ceramic Tiles f.f

CIVIL

STRUCTURAL

6. All soil on cut embararkment CONSTRUCTION to be stablized. The slope not to 6. All soil on cut embararkment to be stablized. The slope not to exceed 45 degree. degree. 4. All slab at ground level to be cast over 1000exceed guage 45 polythene sheet on 50mm thick murram blinding on hardcore.

5,650

450x450mm Non-slip Ceramic Tiles f.f

Walk-In Closet 600x600mm Non-slip Ceramic Tiles f.f

600x600mm Ceramic Tiles f.f

Building Above

600x600mm Ceramic Tiles f.f

ROOF 2

H 3

Master Bedroom

600x600mm Ceramic Tiles f.f

Walk-In Closet 600x600mm Non-slip Ceramic Tiles f.f

4,700 21,400 600x600mm

5,000

32 CARS

Master Bedroom

Corridor

3,125

E 4

2,650 LIFT

1,625

450x450mm Non-slip Ceramic Tiles f.f

Corridor

4,750 450 4,050

Walk-In Closet

2,250 200

4,250

8,950

3,000

Balcony

600x600mm Non-slip Ceramic Tiles f.f

Pantry

Verandah

1,950

450 Toilet & Bath

450

3,000

600x600mm Non-slip Ceramic Tiles f.f

450x450mm Non-slip Ceramic Tiles f.f

2,150

Slope 25o

2,150 12,800

4,900 550

850

3,050

200

6,250

CIVIL

3,000

Kitchen

DSQ 600x600mm Ceramic Tiles f.f

LIFT

5,000

6,700

600x600mm Ceramic Tiles f.f

Lounge

Plastered f.f

LIFT

5,450

Bedroom 1

Toilet & Shower

6,000 4,700 Generator Room

200

750

200

400

2,200

450

450x450mm Non-slip Ceramic Tiles f.f

6,000

200

2,500

6,250

600x600mm Granito Tiles f.f

CONSTRUCTION

5. All soil under slab around and3.under foundationmust to becheck treated 5. All soil before under slab around and under foundation to be treated for The contractor andfor verify all dimensions termite control. termite commencement of any work. Any discrepancies to be control. clarified with the Project Architect.

450 250 600 900 3,750 200 200 450 200 200 200 2,750 1,150 1,850 1,000 5,200 1,200

1,800

450 50 450

Dining

5,000

2 BEDROOM

Plastered f.f

1200x600mm Granito Tiles f.f

D 10 7

2,400

200

E-04

Toilet

450x450mm Non-slip Ceramic Tiles f.f

3,125

6,700 4,050

5,450

Granito Tiles f.f

BASEMENT PARKING

Breakfast

Verandah

2,250 200

7,025

600x600mm Non-slip Ceramic Tiles f.f

Void Above

1200x600mm Granito Tiles f.f

2,450

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

Allover dimensions are inpolythene mm unless otherwise specified. 4. All slab at ground level to be 1. cast 1000 guage 4. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore. sheet on to 50mm thick murram blinding on hardcore. 2. Drawing are not to scalled. Only figured dimensions be used.

3,300

900 200

S-02

Toilet

600x600mm Non-slip Ceramic Tiles f.f

2,000

450x450mm Non-slip Ceramic Tiles f.f

Lounge

50 Cloak 450x450mm Non-slip Ceramic Tiles f.f

Kitchen

600x600mm Ceramic Tiles f.f

Pantry

200

49 Cloak

Kitchen 200

3,050

450x450mm Non-slip Ceramic Tiles f.f

1200x600mm Granito Tiles f.f

351BEDROOM 52

450x450mm Non-slip Ceramic Tiles f.f

200 650 Toilet

GENERAL

CONSTRUCTION

200

3,000

Cloak

4,700

Power LIFT Backup

Cabro f.f

200

5,900

Toilet & Bath

346BEDROOM 47

2,400

450x450mm Non-slip Ceramic Tiles f.f

21,400

600x600mm Granito Tiles f.f

450x450mm Non-slip Ceramic Tiles f.f

1,600

Slope 25o

Underground Rain Water Collection Tank

4,700

Toilet & Bath

1,500

6,050 250

600x600mm Granito Tiles f.f

2,850

Lounge 4

6,000

24,000 450

5,000

600x600mm Granito Tiles f.f

Bedroom 1

1,800

DSQ

600x600mm Ceramic Tiles f.f

Slope 25o

Cloak

3,950

2,200

200 650

3,000 500 200 200 800 1,800

3,250

1,800

2,850

Dining

600x600mm Granito Tiles f.f

600x600mm Ceramic Tiles f.f

450

2,250

Dining

Breakfast

Bedroom 2S-02

800

DSQ

600x600mm Ceramic Tiles f.f

3,050 2,450

1,500

Verandah

Toilet

2 BEDROOM

600x600mm Non-slip Ceramic Tiles f.f

Master Bedroom

500

6,350

Kitchen 200

600x600mm Non-slip Ceramic Tiles f.f

3,700

200

3,000

Down

600x600mm Ceramic Tiles f.f

850

5,000

450x450mm Non-slip Ceramic Tiles f.f

5,450

Corridor

1,950

5,450

600x600mm Granito Tiles f.f

1200x600mm Granito Tiles f.f

450

600x600mm Granito Tiles f.f

600x600mm Non-slip Ceramic Tiles f.f

Toilet & Shower

550

3,000

Dining

5,450

1,550

1200x600mm Granito Tiles f.f

450x450mm Non-slip Ceramic Tiles f.f

Corridor

Balcony

800

600x600mm Ceramic Tiles f.f

1,950

1,625

200 400

1,900

200

2,500

Slope 25o

200

3,150 450 1,200

450

1,800

200

5,000

Verandah 1200x600mm Granito Tiles f.f

Slope 25o

450

S-01900

1,400

NOTES

1. All dimensions are in mm unless otherwise specified.

patents Act Cap 130 of the Laws of Kenya.

U 150 150 650

2,325 600

2,700

4,550

600x600mm Granito Tile f.f

5,650

5,450

200

2,650

Toilet & Shower 450x450mm Non-slip Ceramic Tiles f.f

8,950 150

2,325 600

1,400

ARCHITECTS, URBAN PLANNERS & INTERIOR DESIGNERS GENERAL

1:100

All rights reserved. No reproduction, copy or transmission of these drawings may be made without permission. The 2. Drawing are not to scalled. Only figured dimensions to be used. 2. Drawing are not to scalled. Only figured dimensions to be used. author has asserted his right to be identified as the author of this design in accordance with the Copyright, Designs and

Slope 25o

3,050

600x600mm Ceramic Tiles f.f

900

ACHERA & PARTNERS ARCHITECTS, URBAN PLANNERS & INTERIOR DESIGNERS Copy Right: All rights reserved. No reproduction, copy or transmission of these drawings may be made without permission. The author has asserted his right to be identified as the author of this design in accordance with the Copyright, Designs and patents Act Cap 130 of the Laws of Kenya.

1. All dimensions are in mm Copy unless otherwise specified. Right:

200 250 200

2,400

1,800

250

Lounge

Walk-In Closet

600x600mm Ceramic Tiles f.f

2,350

Slope 25o

950 200

1,200

2,850

200 250 200

Bedroom 1

6,250

150 150 650

3,150 450

1,200

1,625

5,000

450x450mm Non-slip Ceramic Tiles f.f

Master Bedroom

4,300

3,850

1,500

2,400

950 200 1,200

250

2,650

200

1,550

1,950

20,100

5,650 450200

3,000

5,450 Balcony 450

2,000

1,950

3,050

200

5,000

Toilet & Bath

1,900

1,500

Walk-In Closet

1200x600mm Granito Tiles f.f

11,800 3,000 5,650 3,000 200 200 450 200 200 200 2,550 1,150 1,850 1,000 5,200 1,200 600 13,800 3,400 1,700

450

-]-06

5,450

200

3,000

850

4,900

2,200

5,420

5,450

200 1,800

6,700

600x600mm Ceramic Tiles f.f

Void Above

1,775

E-03

5,350 200 200 4,7501,150

2,500

3 10,900

3 Store

LIFT

4,650

250

Void Above

LIFT

Swimming Pool Above

450 380 450

4,750

E-03

200

Store 450x450mm Ceramic Tiles f.f

1,825

E-03 1,800 100°

550

250 1,825 4,300

1,550 250 1,825

5,650

5,350

150

6,700 4,050 1,350

LIFT

200

250

450

200

10,900

Cabro f.f

1,200

1,500

M 67,100 500

450 50 450

5,900

Slope 25o

3,500

LIFT

3,050 1,650

6,350

450

5,000

3,000 200 200 200 1,200 1,000 1,850 600 1,700 2,100

2,850 2,400

5,450

10,450

2,850

250

3,000

3,825 150

450

250

5,650

3,050

3,500

200

3,100 Slope 25o

9,400

2,350

250

3,050

200

2,400

Slope 25o

2,350

2,850

250

3,000

Slope 25o

5,800

F 3,050

250

Slope 25o5,000

5,800

E 5,450

450

5,420

2,350

C 6,700

Slope 25o

A 250 580 450

3,250

1,600

E-02

200

3,700

200 500 800

900

550

2,350

1,150

5,100

1,900

2,350

4,750

550

2,350

550

5,100

1,150

1,800

3,000

2,350

GENERAL Slope 25o

S-01

33,700 3,000 200

200

S-02 550

REVISION NO.

3,525

Down

600 350

2,300 3,900

S-028,950

18,950

23. All conduits must be laid before plastering

250

450 1,100

3,125

Slope 25o

975

100

ELECTRICALS

R 1,000

550

975

100

1,150

900

6,800 200

1,600

2,125

100

Slope 25o

100

550

1,250

900

1,150

100

1,600

1,550

2,750

3,000

10 200

22. PV denotes permanent ventilation.

Security

Planter

2,000

19. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng.

600x300mm Ceramic Tiles f.f

200

300x300mm Non-Slip Ceramic Tiles f.f

450

18. Minimum slope in the drains pipes to be 1: 100.

21. All mechnical works must be co-odinated with electrical and any conflict must be clarified before work begin.

5,650

5,200

5,650

950

Verandah

250

Laundry 600x600mm Non-slip Ceramic Tiles f.f

DATE

Laminated Timber Strips f.f

300x300mm Ceramic Tiles f.f

150

Steam Rm. W

F. Changing 600x600mm Non-slip Ceramic Tiles f.f

Cloak

3,550 200 1,700

3,350

3,000

3,050

M. Changing 600x600mm Non-slip Ceramic Tiles f.f

200 200 200 950 450 100 900

Laminated Timber Strips f.f

900

350 Cloak 300x300mm Ceramic Tiles f.f

Steam Rm.

1,400

450 450 200 300 1,200 200 550 100 1,200 750 600 450

600x600mm Ceramic Tiles f.f

200

Corridor

600x600mm Ceramic Tiles f.f

1,800

Reception

1,200

200 1,200

1,200

10,450

Store

Corridor 600x600mm Ceramic Tiles f.f

1,250

450

Laminated Timber Strips f.f

5,650

3,800

4,450

GYM

200

17. All inspection chambers covers and framing shall be cast iron.

Verandah

Kitchen S

Laundry Pantry

Corridor

T Lounge

BalconyLaundry Pantry

Kitchen W

Lounge

Corridor

Balcony

35,300 5,450 3,000

450

200

3,500

200

2,800

800

200 Balcony

800

1,050 Corridor

Kitchen

Corridor

Lounge

Balcony

Lounge

Balcony

6,650

Kitchen

+9,600 3 Story

PROJECT

+12,600 4 Story

Slope 2o

BalconyLaundry Pantry

PROJECT

+12,600 4 Story Project Title:

200

+9,600 +9,600 3 Story 3 Story

800

+9,600 3 Story

200

Slope 2o

ENTERTAINMENT ROOFTOP Kitchen Corridor

250

+9,600 3 Story

1,150

200

900

950

200

Void

Below Lounge

Corridor

Room

Lounge

200

500 450

Lift

Mechanical Laundry Pantry Kitchen

Balcony

200

1,200

+12,600 4 Story

1,200

200

BalconyLaundry Pantry

Non-slip Ceramic Tiles f.f

Lounge

1,000

Cloak Lounge 450x450mm

Corridor

Non-slip Ceramic Tiles f.f

3,000

2,550 150 1,700

Juice Bar

1,200

BalconyLaundry Pantry

5,500

200

Cloak Laundry Pantry 450x450mm Kitchen

Corridor

11,300

Lounge

2,850

Corridor

+15,600 5 Story

Kitchen

200

Verandah

Kitchen 600x300mm Ceramic Tiles f.f

Kitchen Toilet 300x300mm Non-slip Ceramic Tiles f.f

3,850

4,300

+12,600 +12,600 4 Story 4 Story

Kitchen

Corridor

200

1,800

BalconyLaundry Pantry

Care Taker's

+18,600 Room 600x300mm 6 StoryCeramic Tiles f.f

Laundry Pantry

+15,600 +15,600 5 Story 5 Story

+12,600 4 Story Cloak Rm.

ENTERTAINMENT ROOFTOP

900

950

800 Verandah

200

250

Verandah

Kitchen

Corridor

450

Lounge

Corridor

3,850

1,200

Rm.

3,850

Void Below

Kitchen

3Cloak

+18,600 +18,600 6 Story 6 Story

Kitchen

DOWN

200 200

1,200

1,500

1,400 1,500

DOWN

250

Lift Mechanical Room Cloak Corridor Dining Rm.

Corridor

3,050 1,800

Verandah

1,200

Kitchen

Verandah

200 100

2,400

Kitchen

1,200

Dining

Corridor

2,850

250

3,000 Cloak Corridor Dining Rm.

3,800

4,300

+12,600 4 Story

Corridor

3,850

Kitchen

Verandah

200

500

Verandah

+15,600 5 Story

Barbeque

11,300

Verandah

1,000

Kitchen

Slope 2o

3,050

250

Dining

Corridor

Kitchen

Verandah

Cloak Corridor Dining Rm.

9,400

Kitchen

Verandah

Kitchen

+18,600 6 Story

+15,600 5 Story

Laundry Pantry

2,850 3,000 200 200 150 1,200 1,200 1,700 450 1,200 2,550

Corridor

Verandah

250

Cloak Rm.

+18,600 6 Story

Kitchen

5,500

Corridor

1,700

2,750

3,850

Kitchen

Cloak Rm.

3,050 2,850 3,050 150 150 150 150 150 +21,600 1,050 1,125 1,125 1,050 1,700 600 7 Story600 2,700 2,750

450

1,800

3,800

Verandah

200

250

Dining

Kitchen

Slope 2o

Corridor

Cloak Corridor Dining Rm.

5,450 3,000

1,150

Corridor

1,050

Kitchen

450

3,500

6,650

Verandah

800

Kitchen

Dining

200 +21,600 +21,600 7 Story 7 Story

2,800

200

Verandah

Corridor

200

Kitchen

800

11,250

Verandah

+21,600 7 Story

200

+21,600 7 Story

Project Title:

PROPOSED RESIDENTIAL APARTMENTS

Location:

Mazeras Road, Kileleshwa, Nairobi

+9,600 3 Story

Plot Number:

+9,600 3 Story

PROJECT

Mazeras Road, Kileleshwa, Nairobi Plot Number:

4,300

200

3,0001,050

6,850

BUILDING SECTION 01

1,900

BalconyLaundry Pantry 800

5,000

5,650 1,050

4 5,450

1,800

3,000

27 200

1,050

1 3,900

+3,600 +3,600 1 Story 1 Story

Kitchen

200

1,050

4 5,450

200

-3,600 -3,600 -1-1Basement Basement

3,000

9 200

3,700

200

67,900

BUILDING SECTION 01

1:100

Kitchen

S-02E-04

Lounge

Corridor

Balcony

PROPOSED RESIDENTIAL APARTMENTS Client:

Client:

SDA WEST KENYA UNIONLocation: Mazeras Road, Kileleshwa, Nairobi Signature: Date: Contact: +6,600

+6,600 2 Story

Drawn By:

Checked By:

C A0 M

Client:

SDA WEST KENYA UNION

+3,600 Signature: 1 Story

200

BASEMENT PARKING

5,650

200

1:100

5,450

S-02

3,900

200

5,450

S-02

3,000

5,650 5,650

Date:

Contact:

C Contact: A0 M Approved By:

C A0 M Date:

Drawn By:

KLL

Contact:

Signature:

200

27 200

6,850

Drawing Titles

1,800

200

C A0 M ROOF 2, BUILDING SECTION Signature: 01, BUILDING Date: SECTION 02

Underground Rainwater Collection Tank

Drawing Titles

-1 Basement

Date:

Stage:

8/19/2019

Scheme Design

Job Number:

Sheet Number:

Job Number:

Sheet Number:

Orientation:

#Pln

A.02.4/30 Scale:

Date:

#Pln Stage:

A.02.4/30

10/11/2019

Scheme Design

1:100

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

L[--]-06, S-01, S-02

Stage: TYPICAL APARTMENT (1ST. - 7TH. Scale: FLOORS), ROOF 1 8/19/2019 Scheme Design 1:100 Drawing Numbers

Scale:

800

BUILDING SECTION 02

2, BUILDING SECTION 01, BUILDING SECTION 02 Drawing Numbers

L[--]-06, S-01,-3,600 S-02

5,650

Drawing Titles

ROOF Contact:

Drawing Numbers

-3,600 -1 Basement

5,350

BUILDING SECTION 02

S-01

ROOF 1

Contact:

Checked By:

C A0 M ±0 0 Ground Floor Approved By:

Swimming Pool

UndergroundBASEMENT PARKING Rainwater Collection Tank 5,350

Date:

KLL

Checked By:

Swimming Pool

D CROSS SECTION 02

6,850

Signature:

±0 0 Ground Floor

Date:

Orientation:

L[--]-04, L[--]-05 N

1:100

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

Date:

Approved By:

GYM

Signature:

Drawn By:

KLL +3,600 1 Story

Corridor

SDA WEST KENYA UNION

2 Story Plot Number:

6,650

F. Changing

Laundry Yard

-3,600 -1 Basement

1 6,850

BalconyLaundry Pantry

GYM

Corridor

±0 0 Ground Floor

3,000

Balcony 200 800

6,750

C A0 M F. Changing

SOLAR WATER HEATER

1,800

Lounge

Corridor

+3,600 1 Story

±0 ±0 0 Ground 0 Ground FloorFloor

-3,600 -1 Basement

2,800

Lounge

Corridor

SOLAR PANELS Laundry Pantry

Store

4,300

Kitchen 200

2,750

3,850 Lounge 800

+6,600 2 Story

E-01

Laundry Yard

Electrical Room

2,800

58 200

1,500 Laundry Pantry 3,950 Corridor Kitchen 200 800 2,500 2,400

WATER TANK STORAGE

SOLAR WATER BASEMENT Store PARKING HEATER

3,300

C CROSS SECTION 01 1,800

Verandah

±0 0 Ground Floor

200 200

Kitchen

Corridor

+3,600 1 Story

Slope 2o

Cloak Rm.

Verandah

Slope 2o

Slope 2o 6,650 11,800 200

VEHICULAR RAMP

10 7

5,000

+6,600 +6,600 2 Story 2 Story

200

Kitchen

Electrical Room

5,650

200

13,600

800

Verandah

1,050

Kitchen

1,350

200

+6,600 2 Story

350 200 800

Corridor

200

800

GROUND FLOOR PARKING

BASEMENT PARKING

1,850

200

3,000

1,900

800 Cloak Corridor Dining Rm.

Corridor

GROUND FLOOR PARKING

1,150

-3,600 -1 Basement

Cloak Rm. 5,000

3,950 Verandah 800

200

Kitchen

Verandah

RAMP

2,400

Slope 2o

±0 VEHICULAR 0 Ground Floor

1,500 Kitchen

Slope 2o

1,150

Dining

Corridor

+3,600 1 Story

3,300

250

SOLAR PANELS

200

Kitchen

Verandah

Cloak 3,950 Corridor Dining Rm. 800 2,450

Corridor 5,000

Slope 2o

Kitchen

200

Slope 2o

Verandah 6,750

3,300

Dining

200

Slope 2o

E-03

Corridor

+6,600 2 Story

25,800

Project Title:

Kitchen

Verandah

1:100

project 1:100 KILELESHWA, NAIROBI COUNTY NEW CONSTRUCTION Job Number:

Sheet Number:

#Pln

A.02.3/34

Orientation:

SDA CHAPEL Status Time

Construction Dec 2018-Jan 2019 RESPOSIBILITIES

Site Survey & Supervision Conceptualization Scheme Design Tendering Presentations EXPERIENCE

Brief Formulation Project Programming Tender Process Costing Conslutants Coordination

A GROUND FLOOR PLAN 100mm high masonry walling with 50mm thick prefabricated concrete capping keyed to approval

ACHERA & PARTNERS ARCHITECTS, URBAN PLANNERS & INTERIOR DESIGNERS

20mm thick laminated timber floor to floor schedule

S-02

NOTES

E-01

GENERAL

21,300 50mm thick cut natural stone patterened to Architect's approval

3,000

750

2,800 1,800

200 450

300

900

14,900 900

900

300

900

300

900

200 900

300

900

300

2,700

200

3,300

CONSTRUCTION 4. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore.

300

11. All adjacent R.C. work and masonry walls to be tied with loop iron at every alternate course.

MECHANICAL 13. SVP denotes soil vent pipe to be provided at the head of the drainage system.

1,750

U p

14. Drains pass beneath buildings & driveways to be encased in 150mm concrete surround. 15. The storm drain pipes to comply with BS 556 specification. 16. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255. 17. All inspection chambers covers and framing shall be cast iron. 18. Minimum slope in the drains pipes to be 1: 100.

450

850

21. All mechnical works must be co-odinated with electrical and any conflict must be clarified before work begin.

450 4,200

Preperation Room

200

2,800

900

300

900

300

900

200

900

300

900

300

1,100

3,300

14,900

200

T=300mm, R=150mm, N=20mm @ 2, 200mm thick r.c steps clad with 20mm thick cut stone. 20mm thick terazzo floor finish to patterned to Structure S.E detail approval

NYANZA

5. All soil under slab around and under foundation to be treated for Plot Number: termite control.

CIVIL 6. All soil on cut embararkment to be stablized. The slope not to Client: exceed 45 degree.

GUL YAGO CENTRAL NYANZA CONFERENCE Signature: STRUCTURAL

3,000

E-03

3,000

S-02

9. Depth of foundation to be detemined on site to S.E's aproval. K.L.L

10. All walls to be reinforced with loop iron at every alternate course. Checked By: 11. All adjacent R.C. work and masonry walls to be tied with loop C.O.A.M iron at every alternate course.

2,700

200

3,000

MECHANICAL C.O.A.M

Iron casement window spray painted black to window schedule

13. SVP denotes soil vent pipe to be provided at the head of the drainage system.

15. The storm drain pipes toDrawing complyTitles with BS 556 specification.

Gradient 1:5 200mm thick r.c ramp on well compacted hardcore ribbed ±0 to approval. 0 Ground Floor Structure to S.E detail

2,900

12. All plumbing and drainage to comply with relevant local authority. Signature: Date: Contact:

14. Drains pass beneath buildings & driveways to be encased in 150mm concrete surround.

100

16. All underground foul and waste drain pipes shall be uPVC to comply with BS FLOOR 5255. GROUND PLAN 17. All inspection chambers covers and framing shall be cast iron. 18. Minimum slope in the drains pipes to be 1: 100. Drawing Numbers 19. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without FP-01 express approval of the Architect or structural Eng.

3,000

200mm thick 600mm wide strip foundation 300mm by 300mmtor.c column footing. Structure S.E detail plastered and painted to approval. Structure to S.E detail

21. All mechnical works must electrical and any Scale: Date: be co-odinated with Stage: conflict must be clarified before work begin. 22. PV denotes permanent ventilation. 1:50 21-Dec-18

ELECTRICALS

S-01

FP-01 B CROSS SECTION 02 1:50

GSPublisherEngine 0.25.100.100

Contact:

8. For By: all R.C work,refer to stuctural Engineer's details. Drawn

21,300

3,000

Date:

7. All black cotton soil to be removed from all buildings and paved surfaces.

+3,600 1 Roof

450

3,000

450

3,000

450

150

4. All slab at ground level to be cast over 1000 guage polythene Location: sheet on 50mm thick murram blinding on hardcore.

300

2,700

200mm thick ±0 masonry wall plastered and 0 Ground Floor painted to approval

Project Title:

CONSTRUCTION PROPOSED SDA CHURCH

Approved By:

300

2,550

750

Stage Podium

PROJECT

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

2,500

100

2. Drawing are not to scalled. Only figured dimensions to be used.

2,000

200

NOTES 1. All dimensions are in mm unless otherwise specified.

200

1,750 712

900

GENERAL

2,300

Up 300

300

135° 788

800

200

Planter

T=300mm, R=150mm, N=20mm @ 2, r.c steps clad with 20mm thick cut stone. Structure to S.E detail

E-04

850

70mm by 50mm steel roof truss anchored to masonry wall and r.c column to S.E detail

300

CONGREGATION SEATING

Entrance 1,800 450 Foyer

23. All conduits must be laid before plastering

50mm by 50mm hollow section steel roof battern welded to steel purlin to S.E detail 200

900

200

300

1,112

100

900

Verandah

ELECTRICALS

ACHERA &REVISIONS PARTNERS ARCHITECTS, URBAN PLANNERS & DATE INTERIOR DESIGNERS REVISION NO.

30 0

Planter

450 2,100 1,750

2,000

1,750

200

1,712

p U

3,000

850 30 0

300

200

4a Planter

200mm by 150mm arched r.c beam. Structure to S.E detail 2,800

222 PAX

300

0 20 1,

1,200

1,938

+3,600 1 Roof

S-01 14,300

Stage Podium

5,000

900

450

200

4,900

450

22. PV denotes permanent ventilation.

1,700

19. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng.

1, 20 0

CONGREGATION SEATING

16 4

Entrance Foyer

12. All plumbing and drainage to comply with relevant local authority.

2,500

100

135°

5,176

2,800

3,900

14,200

S-01 4,000

E-02

10. All walls to be reinforced with loop iron at every alternate course.

300 200

3b 3a

2,000

1,100 1,612

9. Depth of foundation to be detemined on site to S.E's aproval.

900

788 300

8. For all R.C work,refer to stuctural Engineer's details.

2,350

200

850

300

100

1,850

900

900 800 300 1,112

Office

7. All black cotton soil to be removed from all buildings and paved surfaces.

200

Planter

200

200 1,750 2,100 450 1,200

2,000

1,750 200

3,000

2,800 200

Verandah

Planter

Pitch 45 LT5 Profile zinc corrugated roof screwed to steel roof structure

CIVIL

STRUCTURAL

8 53 1,

5. All soil under slab around and under foundation to be treated for termite control.

300mm by 300mm non-slip ceramic tiles to floor schedule

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

100

6. All soil on cut embararkment to be stablized. The slope not to exceed 45 degree.

Planter

2. Drawing are not to scalled. Only figured dimensions to be used.

Gradient 1:3 200mm thick r.c ramp on well compacted hardcore clad with 10mm thick carpet. Structure to S.E detail

3,000

200 200mm by 200mm r.c column with 50mm thick capping at 600mm height plastered and painted. Structure to S.E detail.

3,000

1. All dimensions are in mm unless otherwise specified.

BUILDING SECTION 01

1:50

GROUND FLOOR PLAN

Job Number:

Sheet Number:

02/2018

A.01.1/12

23. All conduits must be laid before plastering

Working Drawings Orientation:

REVISIONS

70mm by 50mm 500mm deep hollow-section steel roof truss anchored to masonry wall and r.c column to S.E detail

DATE

REVISION NO.

50mm by 50mm hollow section steel roof battern welded to steel purlin to S.E detail

PROJECT Project Title:

PROPOSED SDA CHURCH Location:

Pitch 15o LT5 Profile zinc corrugated roof screwed to steel roof structure

Pitch 45o LT5 Profile zinc corrugated roof screwed to steel roof structure

NYANZA Plot Number:

Client:

GUL YAGO CENTRAL NYANZA CONFERENCE 9,000

Signature:

Date:

Contact:

Date:

Contact:

Drawn By: +3,600 1 Roof

+3,600 1 Roof

200

Approved By:

2,150

Verandah

200mm thick r.c floor slab clad with 20mm thick terazzo patterned to approval. Structure to S.E detail

100

±0 0 Ground Floor

BUILDING SECTION 01, CROSS SECTION 02

2,000

2,500

5,000

2,500

S-01, S-02

2,000

CROSS SECTION 02

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

Drawing Numbers

±0 0 Ground Floor

300mm thick well compacted hardcore

GSPublisherEngine 0.25.100.100

Signature:

500

200mm thick strip foundation masonry walling to S.E detail

C.O.A.M

Drawing Titles

100

3,850

CONGREGATION SEATING

Verandah

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

Checked By:

C.O.A.M

600mm by 200mm r.c beam plastered and painted to approval. Structure to S.E detail

S-02 1:50

K.L.L

project GUL YAGO, KISUMU COUNTY NEW CONSTRUCTION

Scale:

Date:

Stage:

1:50

21-Dec-18

Working Drawings

Job Number:

Sheet Number:

Orientation:

02/2018

A.01.5/12

BOWLING ALLEY Status Time

Conceptualization Jan 19-Feb 2019 RESPOSIBILITIES

Stakeholder Meetings Massing Studies Prelimenary Design Costing

EXPERIENCE

Ground Floor Plan

AREA - 4,404.36m2

Research BQs

Design Considerations

Public Bowling Alley

Food Court, Café & Snack Bars

Private Bowling Alley

Kichen

Bowling Shoes, Ball Storage, Mechanical Room & Pro Shop

Lavatories

Redemtion, Arcade & Laser Tag

Nursery

Administration

Laundry

Conference / Banquet Hall

Storage

Meeting Room

A GROUND FLOOR PLAN Deck Refuse Collection

Clean

Grounds Man Office

General Store

Security

Natural Pool

Laundry Sorting

Loading Zone

Dry

Water Park Slides

Miniature Golf Course (9 Hole)

Mechanical Room

Swimming Pool

Mechanical Room

Loading Zone

120 Up

Rock Climbing Wall

General Store Cold Store

Equiplent Store

Kitchen

Dry Store F

Control Room

Private Bowling Alley (2 Lanes)

Bowling Alley (10 Lane)

Void Above

114

Laser Tag

Redemtion Conference Hall

Banquet Hall

(150 Pax)

112

Stage

115

113

Equiplent Store

116 Stage

Gents Changing Room

Ladies Changing Room

Main

Service

Security Chef's Office

117

Gents Changing Room

118

Ladies Changing Room

119

Billiards

Private Dining

(74 Pax)

Counter Service

Room 111

Store

Food Court

Store

(112 Pax)

Service

Service Kitchen

108

Changing

Shoe Rental

110 109

Bowling Shoes & Ball Storage

Laser Store

Nursery

Arcade

W.C F

Arcade Store

Kichtenette

Ladies Lavatories

Ladies Lavatories Cleaner's Store

Void Above

Board Room

Reception Down

Snack Bars (62 Pax)

Ladie s Ch angin g

ging Chan Gents

Fountain

Service Kitchen

Fountain DW

102

Gents Lavatories

Service

Down

103

Pro Shop

Administration

(64 Pax)

Service Kitchen

Pro Shop Service

104

Café

Reception

Meeting Room (74 Pax)

Store

Gents Lavatories

105

Planter Void Above

Stage

106

Cleaner's Store

Void Above

Service

Planter Void Above

107

Amphitheatre (220 Pax)

Planter

101

Cold Store

Planter

Dry Store Up

Stage

Loading Zone

p U

U p

100

Security

120 Car Parking

Security

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project LANG'ATA, NAIROBI COUNTY CONCEPTUAL PROJECT

RESIDENTIAL ESTATE Construction

Status

Mar 2019-Jan 2021

Time

RESPOSIBILITIES

Site Survey & Supervision Scheme Design Detail Design Scheduling Working Programme EXPERIENCE

Site Responses Consultant Coordination Snagging

K5a SCALE 1: 200

4,86 0

9,6 83

31,5 90

156°

880

415

880

350

200

2,465

2,440

2,650

200 1,000

800

1,000

200

2,300

1,300

1,000

200

23,840

1,150

2,100

900 600 750

3,500 2,600 200

200 2,100

200

4,300

400

500

200

700

400

200

700 600 200 200 500 400

4,500

2,800

200 1,000 200 2,300

600 RG

3,700

2,200

2,025

400

200

5,800

6,000

5,400

Drawn By:

KLL Checked By:

COAM

1,800 225

CIVIL GENERAL 6. All soil on cut embararkment to be stablized. The slope not to 2 1 4 are in mm unless otherwise specified. exceed 45 degree. 1. All dimensions 2. Drawing are not to scalled. Only figured dimensions to be used. STRUCTURAL 3. The contractor must check and verify all dimensions before 7. All black cotton be removed from all buildings and paved commencement ofsoil anytowork. Any discrepancies to be clarified with the surfaces. Project Architect. 8. For all R.C work,refer to stuctural Engineer's details. CONSTRUCTION 9. Depth of foundation to be detemined on site to S.E's aproval. 4. All at ground level to be cast over 1000 guage1,450 polythene sheet 4,200 10. Allslab walls to be reinforced with loop iron at every alternate course. on 50mm thick murram blinding on hardcore. 11. All adjacent R.C. work and masonry walls to be tied with loop iron 5. All soilalternate under slab around and under foundation to be treated for at every course. 200 4,000 200 1,250 200 termite control. MECHANICAL 100 CIVIL 700 600 250 2,200 250 with800 1,450 12. Allsoil plumbing and drainage totocomply relevant localnot authority. 6. All on cut embararkment be stablized. The slope to 13. SVP denotes soil vent pipe to be provided at the head of the exceed 45 degree. drainage system. STRUCTURAL 14. Drains pass beneath buildings & driveways to be encased in 150mm concrete 7. All black cottonsurround. soil to be removed from all buildings and paved 15. The storm drain pipes to comply with BS 556 specification. surfaces. 16. All all underground foul to and waste drain pipes details. shall be uPVC to 8. For R.C work,refer stuctural Engineer's comply BS 5255. to be detemined on site to S.E's aproval. 9. Depthwith of foundation 17. and framing shall alternate be cast iron. 10. All inspection walls to bechambers reinforcedcovers with loop iron at every course. 18. slope the drains pipes towalls be 1:to100. 11. Minimum All adjacent R.C.inwork and masonry be tied with loop iron 19. No chases will course. be allowed for pipes. Sleeves will be allowed with at every alternate written approval of structural Eng's. No cutting of concrete without MECHANICAL express approval of the Architect or structural Eng. pv drainage 12. All mechnical plumbing and to co-odinated comply withpv relevant local and authority. 21. works must be with electrical any 13. SVP denotes soil vent pipe to be provided at the head of the conflict must be clarified before work begin. 200 drainage system. 22. PV denotes permanent ventilation. 300 beneath buildings & driveways to pv 14. Drains pass be encased in 200 500 ELECTRICALS 150mm concrete surround. 23. mustpipes be laid 15. All Theconduits storm drain to before complyplastering with BS 556 specification. 1,450 600 16. All underground foul and waste drain pipes shall be uPVC to Bedroom comply with BS 5255. 2 17. All inspection chambers covers and framing shall be cast iron. Laminated Timber 18. Minimum slope in the drains pipes to be 1: 100. 19. No chases will pipes. Sleeves will be allowed with 500be allowed for 3,500 written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng. pv Fall o 21. All mechnical with electrical DATE works must be co-odinated REVISION NO.30and any conflict must be clarified pvbefore work begin. 22. PV denotes permanent ventilation.

8430

COAM

200 350 2,650

2,815

2,465 200

1,000

7. All black cotton surfaces. 8. For all R.C wor 9. Depth of found 10. All walls to b 11. All adjacent R at every alternate

MECHANICAL

12. All plumbing 13. SVP denotes drainage system. 14. Drains pass b 150mm concrete 15. The storm dr 16. All undergrou comply with BS 5 17. All inspection 18. Minimum slop 19. No chases wi written approval express approval 21. All mechnical conflict must be c 22. PV denotes p

4,500

4,330

2,300

15,615

900 100

ELECTRICALS

23. All conduits m

2,100

3,500

QTY

3,000

REVISION NO. 3

Bath

E-02

3,700

2,400

200

PROJECT

pv pv

5 Bedroom House

Location:

10261/6 100

1.Project All dimensi Title: 2. Drawing ar Proposed Re 3. The contra commenceme Location: Project Archit Kuwinda Roa

CONSTRUCTI Plot Number: 4. All slab at No. 102 onL.R. 50mm thic 5. All soil und termite contro

PROJECT

Client:

CIVIL Jacob O. Om 6. All soil on c exceed 45 de Signature:

5 Bedroom House

Proposed Residential Estate Jacob O. Ombongi Fall 30o

Date: Contact: Kuwinda Road, Karen - Nairobi County

2,200

200

1,500

2,200

200

1,500

1,620

E-01 420

Fall 30o

Fall Plot Number: o 30

L.R. No. 10261/6

Approved By: MECHANICAL

Drawn By: 2,200

KLL 1,100 Client:

COAM

2,200

Jacob O. Ombongi COAM 300

Signature:

1,500

200

5 390

12. All plumb 13. SVP deno Signature: drainage syst 14. Drains pa 150mm concr 15. The storm 16. All underg comply with B 17.1ST. AllFLOOR inspecP 18. Minimum 19. No chase written appro express appro 21.FP-02 All mechn conflict must 22.Scale: PV denote

600

Checked By:

Approved By: 2,980 350

Date: 350 900 200

2,200 2,200

6,000

COAM 200

1,600

6,200

Signature: Drawn By:

1,800 Date:

200

Contact:

200

1,450

200

1,250

200

3,850 Contact:

600

KLL

20 6

7. All black co surfaces. Drawn By: 8. For all R.C L L of fo 9.KDepth 10. All walls Checked By: 11. All adjace COAM at every alter

Signature:

600

2,200

STRUCTURAL

9,000

650

2,100

600

Project Title: Client:

Checked By:

S-X

COAM 4

Drawing Titles

ELECTRICALS

23.1:100 All condu

Approved By:

1,500

1ST. FLOOR PLAN (206m2) WINDOW

1:100

DOOR C O A 01, M DOOR 02, DOOR 03, DOOR 04 Signature:

D-01, D-02, D-03, D-04

ELEVATION 02

Copy Right: All rights reserv may be made w identified as th Designs and pat

GENERAL

Glass Roof

Fall Fall Plot Number: 30o 30o

1,150 L.R. No. 1,150

ACHER ARCHI PL DATE INTERI

2,600

Non-Slip Laminated Timber Powder coated aluminium corner window, 100mm thick r.c coping, Ceramic Tiles Clear saftey glass.

700 600 200 200 500

920 50

150

Proposed Residential Estate SVP pv

QTY 600 750

REVISIONS W-02 WINDOW 02 Bedroom

Project Title:

Contact: 4,100

CIVIL 6. All soil on cut e exceed 45 degree STRUCTURAL

2,050

Bath

Non-Slip

500

200

200 3,500

DATE

3,400

200

CONSTRUCTION 4. All slab at grou on 50mm thick m 5. All soil under s termite control.

Ceramic Tiles Powder coated aluminium corner window, 100mm thick r.c sill, pv E Clear saftey glass.

Void Below

27,850 Drawn By:

W-012,900WINDOW 01 150

23. All conduits must be laid before plastering

Laminated Timber

Down

80 200

2,350

GENERAL

1. All dimensions 2. Drawing are no 3. The contractor commencement o Project Architect.

1,150

600 50

700

2021/001

900

200

Corridor

+3,000

ELECTRICALS 1,200

5,000

Fall 30o

1,000 200

REVISIONS

2,300

Flue

700

Job Number:

ACHERA ARCHIT PLA INTERIO

200

880 3,300

Void Below

100

460 701,130

600

1,800

Date: 2,550

Scale:

1:100

Location:

5 Bedroom House

2,700

Jacob 1,500 O. Ombongi 950 200

FP-01

1:100

2,300

600

325

GROUND FLOO

200

800

Void Below

70 3,100

1,850 Client:

200

5,950 Signature:

1,250

3,850

170

5,000

300

L.R. No. 10261/6

225 500 500

1,650

1,200

700

460 70 70

Fall 30o

3,500

300

225

6,000

Fall 30o

Plot Number:

Signature:

600

6,200

150

2,900 600 3,100

430 70 1,300

840

70 70

Jacob O. Om

Date: Drawing Numbers

Contact:

Job Number:

2021/001

Approved By:

1,000

COAM Date:

Signature:

project 1:20 2/5/2021 Detail Design KAREN, NAIROBI COUNTY NEW CONSTRUCTION D-01, D-02, D-03, D-04 2021/001 01.2.2.1/11

Contact:

Scale:

Drawing Titles Date:

Stage:

DOOR 01, DOOR 02, DOOR 03, DOOR 04

840 50

880

Client:

NOTES

100

Kuwinda Road, Karen - Nairobi County

701,140 900

2,050

2,100

100

70 70

L.R. No. 102

Kuwinda Road, Karen - Nairobi County

70 PROJECT

430

Checked By:

880

Plot Number:

S-X

200

1,200

1,200 200

600

Fall 30o

employer WINDOW 01 ACHERA & PARTNERS ARCHITECTS DOOR 04 CHARLES MISIANI, A 702 GSPublisherVersion 0.0.100.100

Kuwinda Roa

COAM

R 2,200

SVP

KLL

ELEVATION 01

Location:

5. All soil under slab around and under foundation to be treated for termite control.

2,300

Laminated Timber

430

Proposed Residential Estate

400

250

1,800

1 5

200

650

200

Project Title:

430

50 250 20

200

825

400

30 440 20

Proposed Re

820

200

1,900

850 1,200

600 500

200 1,300

500

30 20

Project Title:

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Copy Right: Architect.No reproduction, copy or transmission of these drawings All Project rights reserved. may be made without permission. The author has asserted his right to be CONSTRUCTION identified as at the authorlevel of to thisbedesign in 1000 accordance the Copyright, 4. All slab ground cast over guage with polythene sheet Designs and patents Act Cap 130 ofon thehardcore. Laws of Kenya. on 50mm thick murram blinding

600

415

200 250

3,775

E-02

150

300

Prayer Room

1,13070

FP-02 WINDOW

DATE

S-X ACHERA & PARTNERS 3 1 4 ARCHITECTS,NOTES URBAN GENERALPLANNERS & 1. All dimensions are in mm unless otherwise specified. INTERIOR DESIGNERS 2. Drawing are not to scalled. Only figured dimensions to be used.

2,700

375

900

200

1,100

500

600

900

4,800

1,900

830

800 F

400

200 F

2,100 200 200

600 2,800

5,400

200

150 250

I.C.

Shwr

1,200

2,300

880

200 1,200

1,200

400

100

Corridor

Ceramic Tiles

200

6,200

3,000

830

1,500

200 3,200

2,700 900

50 830

300

1,620

10 6

WINDOW ELEVATION 04

100

2,050

430

1,500

3,075

3,400

300 50

100

420

50 900

830

600 800

Fall 30o

600 150

150

830

2,700

10 30

personal W-01 KANALI LESTER LUSEKA D-01 DOOR 01 D-04 Index No: 50A126, Log Sheet No: A1084 950

1,700

1,000

250 50

Ceramic Tiles

Utility

2,700

9,100

70 30

20 20

50 50

2,100

50 50 1,070

1,500

3,075

20 10

100

430

I.C.

ACHERA & PARTNERS 350 ARCHITECTS, 450 350 URBAN 1,500 1,030 1,500 900 200 2,200 PLANNERS & 6,000 200 1,600 200 2,200 200 INTERIOR DESIGNERS

REVISION NO. 500

860

600

150 1,120

1,000

300 300 300 300 150 300 300 300 150 300

50 470

400

DATE R 1,500

1,140 50

23. All conduits m

Porte Cochere

1,550

WE-02 70

750

3,075

3,100

390

70 50

150

600

480

400

320

120 750

810

20 1,100

950

1,000

965

600

415

825

REVISIONS

860

480

3,000

Non-Slip pv Ceramic Tiles

965

400

Master Bath

490 pv

420

250 50

2,200

23. All conduits must be laid before plastering

1,110

600

860

430

50 50 50

1,000 QTY

900

200

ELECTRICALS Non-Slip Ceramic Tiles

500

95 70

30 50

150

200 1,990 1,625 1,200 2,300

20 50

200

450

12. All plumbing and drainage to comply with relevant local authority. pv 13. SVP denotes soil vent pipe to be provided at the head of the drainage system. 14. Drains pass beneath buildings & driveways to be encased in 150mm concrete surround. 15. The storm drainBedroom pipes to comply with BS 556Family specification. Master Room 16. All underground foul and waste drain pipes shall be uPVC to Laminated Timber Laminated Timber comply with BS 5255. 17. All inspection chambers covers and framing shall be cast iron. 18. Minimum slope in the drains pipes to be 1: 100. pv 19. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng. 200 be co-odinated with electrical and any 21. All mechnical works must pv begin. conflict must be clarified before work 200 1,600 200 500 1,850 3,350 22. PV denotes permanent ventilation.

900 100 3,500

30 420

ELECTRICALS

Approved By:

800

1,110

370

900

Fall 30o

9,000

2,100

400

475

375

STRUCTURAL

12. All plumbing a 13. SVP denotes s drainage system. 14. Drains pass b 150mm concrete 15. The storm dra 16. All undergroun comply with BS 52 17. All inspection 18. Minimum slop 19. No chases wil written approval o express approval 21. All mechnical conflict must be c 22. PV denotes pe

5,250

Dresser

-300

250 150

250

5,200 4,100 4. All slab at ground level to be cast over 1000 guage polythene sheet 200 on 50mm thick murram blinding on hardcore.

1,100

965

2,000

30 50 1,07050

810 70

1,120

915

430

900

3,100

Laminated Timber

-150

Location:

415 30

1,100

350

1,000

5030

120 100

100

450

5,000

1,500

95 70

415

5050

915

WE-01

415

1,000

415

1,000

965

900

20 30

1,500

F 2,000 DOOR

D-03

860

200

Non-Slip

900

Guest Bedroom 2

CIVIL 6. All soil on cut e exceed 45 degree

MECHANICAL

Cut Stone

CIVIL powder coated aluminium casement, 70mm by 50mm 6. All soil on cut embararkment to be stablized. The slope not to 10mm thick exceed clear 45safety degree.glass panel.

900

Entry Walk Way

7. All black cotton soil to be removed from all buildings and paved surfaces. 8. For all R.C work,refer to stuctural Engineer's details. 9. Depth of foundation to be detemined on site to S.E's aproval. -2,950 10. All walls to be reinforced with loop iron at every alternate course. 11. All adjacent Balcony R.C. work and masonry walls to be tied with loop iron Cutcourse. Stone at every alternate Up pv pv pv pv MECHANICAL

350

I.C.

STRUCTURAL

Ceramic Tiles

500

I.C.

200 1,300 5. All 750soil200 200 under 750 foundation 200 3,900 to be treated for 200 D-04 DOOR 04 under slab3,100around and QTY 400 termite control.

900

Walk-In Closet

200

E-04 pv

3,300

3,400

500

2,400

50mm thick solid mahogany panel, Stained glass transom CONSTRUCTION 4,800

2,700

70 300 300 280

430 1,585

1,000

200

15,615 200

WINDOW DOOR 03 E ELEVATION 03

D-03

4,300

4,500

gt pv

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect. 27,850

2,100

Non-Slip Ceramic Tiles

150

pv gt

50mm thick solid mahogany panel, D-04 DOOR 04 QTY NOTES Clear glass transom. GENERAL 70mm by 50mm powder coated aluminium casement, 91. All dimensions are in mm unless otherwise 7 6 specified. E-03 10mm clear panel. 2. Drawing are notglass to scalled. Only QTY figured dimensions to be used. D-03 thick DOOR 03safety

3,100

390

600

1,600

200

2,650

2,100 2,100

1,000 50

500

150

3,200

50 2,700

2,100

300 280

2,700

150 370

Designs and patents Act Cap 130 of the Laws of Kenya.

200

Cloak

Non-Slip Ceramic Tiles

R 2,200

Floor & beam door springs Copymounter Right: All rights No reproduction, 50mm thick solidreserved. mahogany panel, copy or transmission of these drawings may be made without permission. The author has asserted his right to be Stained glass transom identified in accordance with the Copyright, D-02 DOOR 02as the author of this design QTY

±0

Void Above

INTERIOR DESIGNERS GROUND FLOOR PLAN (364m2) 70mm thick solid mahogany panel, Frosted D-03 DOOR 03 QTY glass side window, 9

QTY 70

Laminated Timber

Bath

Non-Slip Ceramic Tiles

600

Laminated Timber

±0

I.C.

CONSTRUCTION 4. All slab at grou on 50mm thick m 5. All soil under sl termite control.

7. All black cotton surfaces. 8. For all R.C wor 9. Depth of found 10. All walls to be 11. All adjacent R at every alternate

-150

pv 200 1,100

Kitchenette

500

Down

Entrance Lobby

Kitchen

Non-Slip Ceramic Tiles

E-01

5070 280 30 150 470

300 300 50

1,300

150

380

Laminated Timber

±0

5,000

200

Guest Lounge

Corridor

1,150

1,400

200

200 900 1,900 1,900

200

1,200

D-02 DOOR 02 QTY ACHERA & PARTNERS

300

320

2,350

700

±0

8 panel,URBAN 7 50mm thickARCHITECTS, solid mahogany Clear transom. D-01 glass DOOR 01PLANNERS & QTY

Powder coated aluminium corner window, 100mm thick r.c coping, Clear saftey glass.

150

2,100 2,100

500 DOOR 02

200

900

800

5,000

D-02

Bath

600

6,200 200 panel, 1,100 Frosted 600 200 glass 2,200 side 200 window, 1,500 200 70mm thick solid mahogany Floor & beam 5,850 mounter door springs 2,550 4,100

70 300

20 1,110 20 50 250 20 100

WINDOW ELEVATION 02

WINDOW 01

200

3,300

50 500

470

500 50 50

W-02 WINDOW 02 70 180

1,500

Floor and ceiling mounted swivel hindge 1,000 100

3,000

20 30

50 420 DOOR 02

430

-150

6,150 D-01 DOOR 01

GSPublisherVersion 0.0.100.100

Non-Slip Ceramic Tiles

2,700

Breakfast

Ribbed Concrete

Clear saftey glass.

2,700

D-02

mounted swivel hindge

Stainless steel door handle

Void Above

2 Car Garage

3,200

380

1. All dimensions 2. Drawing are no 3. The contractor commencement o Project Architect.

Signature:

900

300 300

415

200

FP-01

500

180

300 300

±0

Ceramic Tiles

QTY D 1 FLOOR PLAN Powder coated aluminium corner window, 100mm thick r.c sill,

150

WINDOW Floor andELEVATION ceiling 01

Store

Ceramic Tiles

R 1,500

Underground Water Tank

300

Laminated Timber

Down

ST 01 W-01 WINDOW

375

Non-Slip Ceramic Tiles

Dresser

480

2,700

300 300

1,110

300 300

30 20 20

300

100

300 300

300

27023530

DSQ

2,000

600

200

440 30

20 30

300 300

20 300 300

2,100 2,100

R 4,000

30 50

600

235 50

30 470

300 300

3050 235270 270270 3030 270270 3030

2,100

270270 3030

R 4,000

Stainless steel door 1,000 handle

180

200

±0

600

900 70

1,750

200 W&D

pv 900 150 950

200

800

1,000

600

950

pv 700

Ceramic Tiles

200

1,100

Laundry

480

WINDOW ELEVATION 04

27,850

PRESENTATION DRAWINGS 1,000 AUGUST 2017

130

1,800

WIC

Non-Slip Ceramic Tiles

200

500

200

300

900

300

235 30 270

1,200 20

2,700

Lounge

28050

180

PROPOSED RESIDENTIAL ESTATE

100

Formal Lounge

-300

200

-150

150500

F18

270

Dining

Laminated Timber

1,200

Bath

1,900 Cut Stone

1,000

3,100

Kitchen Yard

900

3,700

130

ELEVATION 03

270270 3030

pv ±0

Non-Slip Ceramic Tiles

175 350

400

200

1,400

30 270270 3030

350

6,000

4,500

4,300

900 200 2,100

1,500

±0

4,825

50 50

900

500

0.5011

B SCHEDULES WINDOW MR & MRS OGECHI 250 30

4,500

200

Down

Laminated Timber

200 5,800

6,000

1 ,03 54

rve se Re ad Ro

44°

0.5011 1,200

2,028 m2

1,250

Void Above pv

1,000

ACRES

2,028 m2

200

Cut Stone

Guest Bedroom 1

200 3,700

2,900

6.00m Ro ad Rese rve

AR G 3 C KIN R PA

4,000

1,900

1,840

1,640 1,600

1,000 500

1,000

200

pv pv

3,200

300

200

Back Porch

-150

Cut Stone

1,200

23,840

3,700

2,900

90,965

E-04

100

350

Verandah

4,500

m .18 12 EXISTING BUILDING

3,000

6,000

1,450

PRESENTATION DRAWINGS 5,000 800 600 250 2,200 250 800 950 500 AUGUST 2017

-150

100

12,7 06 1 ,00 10

PLOT B

1,500

3,000

200 200 300 500

350 175

99 2,9

33 9,0

REFUSE DISPOSAL AND COLLECTION POINT

SQUARE M

GENERAL

3,900

Down

AR G 3 C KIN R PA 90°

VEHICULAR ACCESS

SITE ACREAGE

750 200 150 250 600 800

Fire Place

90°

300

I.C.

GAZEBO

900

I.C.

121°

PLOT B

2,500

4,200

200

900

200

1,000 600

162°

PEDESTRIAN ACCESS

GSPublisherEngine 0.1.100.100

1,300 750 300 400 150 900 800 250

300

6,642

F21 158°

250 30

200

6,200

3,700

3,200

4,100 200

400

200

TO SEPTIC

200

2,650

38 ,4 28

Tr1

5,200 200

200

1,400

1,800

124°

HOUSE

2,200

3,300

PROPOSED RESIDENTIAL ESTATE

124°

32 ,98 9

S-X

1,900

200

MR & MRS OGECHI

Tr2

Ro ad Re se rve SECURITY GATE

E-03

200

3,200

100°

1 ,63 36

200

112°

GSPublisherEngine 0.1.100.100

PLOT A

27,850

12 .00 m

I.C.

8,91 8

68°

3,300

Tr16

1,200

m .00 12

rve se Re ad Ro

ACHERA ARCHITE PLAN INTERIO

TO SEPTIC

179°

2,300

GAZEBO

C GROUND FLOOR PLAN

103°

5,000

LAYOUT A SITESITE LAYOUT

Drawing Titles

WINDOW 02, WINDOW 01

1,500

430

50 Numbers Drawing

420

430

Job Number:

Drawing Numbers Sheet Number:

Scale:

Date:

Orientation

Stage:

DATE

MULTI-PURPOSE COMPLEX Completed

Status

Mar 2019-Jun 2019

Time

RESPOSIBILITIES

Site Survey & Supervision Detail Drawings Scheduling Site Instructions Minute Taking EXPERIENCE

Snagging Progress Monitoring Sample Testing Final Reporting Handover

C CONCEPTUAL PERSPECTIVE FRN.

X10

E-04

3,000

2,900

2,000

2,500

2,830 1,600

2,000

200

±0.000

P.v

ﬀ Non slip tiles P.v (PAX = 80)

P.v

3,850

3,800

5,400

200

Staicase to an existing road

P.v

4,000

7,000

3,000

P.v

200

P.v

8,450

4,500

2,000

X7' X7''

Y14 Y13 Y12 Y11 Y10 Y9 Y8 Y7""

200

P.v

Y7"

P.v

10 Washrooms above

3,000 3,000 3,000

8. Depth of foundations to be decided on site 9. pv denotes permanent air vents over doors and windows as shown on drawings 10. A single layer of 3-ply bituminous felt to be provided between masonry and r.c. work

3,000 3,000 3,000

38,940

Architects

11. Drain pipes passing under tarmac, driveways, and buildings to be achera & partners

S-06

encased in 150mm thick concrete sorround

architects, urban & interior design consultants 12. All

p.o. box 10114-00400

Y14 Roof (Main Hall) 10 degrees roofing pitch LT5 Roofing gauge 26 on Steel trusses to S.e's Details

Staircase above

Strong Room above

7. Walls below 200mm thick to be reinforced with hoop iron at every alternate course

520

2,180

+7.200 P.v

500 1,000

4,000

P.v

3,500

3,000

P.v

3,500

X12

X13 X14 X15 MAIN HALL

X10 X11

X16

X17

P.v

4,350

36,020

Y6""

Y6"

Y6Y5""

Y5"

P.v

X18

reinforced concrete work to Structural Engineer's drawings

Nairobi Kenya

13. All sanitary works to the entire satisfaction of MoH

cell. 0722-414645

14. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings

architect's signature .................................................................... CHARLES O.A. MISIANI [A 702]

Alucobond Y15 1200mm high alucobond parapet to S.E's Details Y16 Windows Purpose made window to window schedule.

E CONSTRUCTED AUDITORIUM

Drawing Title

Ground Floor Plan Drawn

-1.800

Checked:

B.N.G

+3.6001,500 2,150

Walling 200mm thick Natural stone X19 +1.800 X20 wall X21 keyed to architects approval ±0.000

Date

COAM

Scale:

Job No.:

Steps R.C steps to S.E's details E-01 Riser=150mm

1:100

March. 2017 Drawing No.:

AP/ARC/2017 AUA 03

AP/ARC/2017/03

Revision

Sheet No.

Check notes

P.v

+5.650

FRONT STAGE

BACK STAGE

7,000

MAIN HALL

Roof (Main Hall) 10 degrees roofing pitch. LT5 Profile Roofing Single Span gauge 26 on Steel trusses to S.e's Details

rev.

Flat Roof 150mm thick R.C slab painted with approved hot bitumen and blended with coarse sand to S.E's details

Project Title

Windows Aluminium framed windows to Window Schedule.

TERRACE

-1.350 450 1,200 18,000

13,480

SECTIONAL ELEVATION E-08

date

description

revisions:

PROPOSED ADVENTIST UNIVERSITY OF AFRICA (AUA) - MULTI-PURPOSE BUILDING ON PLOT NO NGONG /7888,ADVENTHILLONGATA RONGAI, NAIROBI. Client

ADVENTIST UNIVERSITY OF AFRICA (AUA) PRIVATE BAG 00503, MBAGATHI, NAIROBI

F CONSTRUCTED BALCONY SEATING

P.v

-1.800 1,200

specifications and notes PROPOSED ADVENTIST UNIVERSITY OF AFRICA (AUA) - MULTI-PURPOSE BUILDING 6. This drawing is to be read in conjunction with specifications and all ON PLOT NO NGONG /7888,ADVENTHILLother relevant drawings ONGATA RONGAI, NAIROBI.

2,370

35o

P.v

1,200

21,700

600

Washrooms above

P.v

1,200

5. All work to be strictly in accordance to with the standard

Project Title

Substructure All R.C foundationY9 and substructure elements Client ADVENTIST UNIVERSITY OF to S.e's Details Y10 AFRICA (AUA) 25mm thick blinding on approved compacted PRIVATE BAG 00503, hardcore to approval MBAGATHI, NAIROBI Y11 client's signature ................................................... Depths to be determined on site

2,200

Retaining Wall to S.e's Details

P.v

4,500

3,500

MAIN ENTRANCE

1,200

3,200

2,700 300

2,500 900 2,450

Urinal

3. All levels and dimensions to be checked on site before any building work commences 4. Any discrepancies to be reported to the office of the consultant

Substructure All R.C foundation and substructure elements to S.e's Details 25mm thick blinding on approved compacted hardcore to approval Depths to be determined on site

±0.000

1,200

Doors Hardwood Timber doors to door schedule. Y7''

100 200 100 1,000 200 900 900

description

revisions:

Y7'

Y13

CONTROL ROOM

20,340

500

200

1,700

+7.200

MAIN ENTRANCE

P.v

200

RampX5 above

+7.200 P.v

Steps R.C steps to S.E's details Riser=150mm

WC SH

200

2,850

Scale 1:100

+3.600

+1.900

200

ﬀ Mazeras

SECTIONAL ELEVATION S-07

R.C Slab 200mm thick VRC slab with fibre mesh to S.E,s Details

3,000

D5 P.v

B BUILDING SECTIONS

Glass Roof 10 degrees Roofing Pitch Glass Roofing on steel trusses to S.e's Details

200 -1.500

whb

ﬀ Ceramic tls

500

D2(b)

ﬀ Ceramic tls P.v

D4 P.v

ﬀ Ceramic tls

2,450

600

-1.500

1,500

D2(a) P.v

COLD CHANGING ROOMS STORE

DRY STORE

ﬀ Ceramic tls

1. This drawing is copyright 2. Do not scale off this drawing date

rev.

1,650

200

2,800 D3

LADIESP.v

4,000

200

2,500

1,750

P.v D2(a)

P.v

-1.500+5.300

200

600

P.v

Retaining Wall to S.e's Details P.v

8,400

KITCHEN ﬀ Ceramic tls

LADIES 200 P.v

NOTES

R.C Beam 600x200mm thick R.C Y7 Beam to S.E,s Details

200 500 200 2,600 2,500

P.v

+8.700

P.v

AREA = 2,122m2

Scale 1:100

Parapet wall 900mm high parapet walling with single feathered coping Y6'' to later details

P.v

1,200 1,200 1,200 1,200 1,200 1,200 1,200

200 500 200 P.v 2,600

520

200

200 500 200 2,600

-1.500

10,600

18,100

11,100

(PAX = 180) -1.500

D CONCEPTUAL PERSPECTIVE BCK.

S-07

Y6'

2,250

200

3,100

200

+12.100 P.v

GSPublisherVersion 0.0.100.100

Y16 Y15

200

2,800

300

8,600

9,100

3,200 3,000 3,000

600 2,450 500 2,450

3,000

ﬀ Non slip tiles

S-08

GROUND FLOOR PLAN

200

4,950

P.v D5

+0.150

3,550

P.v

6,900

200

7,560

-1.500

SERVERY ﬀLADIES Non slip tls

OPEN RAMP

+0.1050 +0.900 +0.750 +0.600 +0.450

+0.300

±0.000

5,600

6,100

4,000

-1.500 200

P.v 200D5(a)

ﬀ Non slip tiles

P.v

DINING HALL

Landing above

5,700

P.v

35o

3,400 3,400

P.v

3,000 3,000

P.v

UP P.v

3,400

X3 STAIRCASE

ﬀ Non slip tiles -1.500

5,900

X8 X7"" X7" D2(a)

39,900

P.v

Y5'

Handrail Y5'' 75mm diameter aluminium handrail mounted to detail

2,100

5,250

P.v

CHEFS +15.650 OFFICE P.v

DINING

P.v

1,700 2,000 2,250 200 200 500 200 2,600

520

RAMP

ﬀ Non slip tiles

RECEPTION LECTURE ﬀ Non slip tiles THEATRE

Glass walling with aluminium framing to later detail.

P.v

X19 PRIVATE X20X21

Y12

S-10

P.v

+5.300

+1.900

S-09

X11 X10 ±0.000 X9

±0.000

7,000

P.v

Corridor above

1,200

P.v

STAIRCASE

400 2,250 1,999 1,700 2,800 200 500 200 200 200 2,600 3,000

40,930

Y7''

X12

6,400

35o

X18

3,900 1,900 2,000

landing above

CORRIDOR ﬀ Non slip tiles

18,000

2,000

X17

P.v

200

X15X14 X13

+8.700

3,500

3,000

RAMP

400

X16

S-11

22 x 155 = 3,400

Ramp above

35o

STAIRCASE

Y7'

200

1,800

P.v

Kitchen to later detail

4,850

-1.500 650 2,000 STAIRCASE 200 ﬀ Non slip tiles

11,450

P.v

8,100

X16

OPEN WALK WAY

P.v

21,200 3,000

500

200

1,800

OPEN RAMP

ﬀ Mazeras

3,000

7,500

550 200

4,570

Y6''

1,500 200

ﬀ Non slip tls

24 x 150 = 3,600

Y6'

500

900mm high m.s railing to later detail.

±0.000

X17

RAMP

ﬀ Non slip tls

13. All sanitary works to the entire satisfaction of MoH

33,400

X18

STAIRCASE ﬀ Non slip tiles

P.v

X7' X7''

P.v

1,300 1,300 1,300

X12 Y6 Y5'' X13 X14X15

400

P.v

3,200

RAMP

2,470

2,900

4,200

2,600

±0.000 P.v

P.v

33,000

2,000

3,800

1,800

DOWN

2,400 2,500

200

1,800 2,000

P.v DOWN

±0.000

4,800

200

-0.300

MAIN ENTRANCE 16

X21X20 X19

3,000

200

P.v

-0.600 P.v

DOWN

P.v D1

P.v

1,300 1,300 1,300

2,200

2,400

P.v

10. A single layer of 3-ply bituminous felt to be provided between masonry and r.c. work 11. Drain pipes passing under tarmac, driveways, and buildings to be encased in 150mm thick concrete sorround 12. All reinforced concrete work to Structural Engineer's drawings

DOWN

1,200 1,200

2,400

2,000

P.v

-0.900

P.v

±0.000

±0.000 P.v

P.v

-0.600

1,800

-1.200

6,000

1,200

-0.900

200 2,000

P.v

-0.300 MAIN ENTRANCE

P.v

200

P.v

DOWN

1,500

9. pv denotes permanent air vents over doors and windows as shown on drawings

1,500

3,949

5,000

Y5'

2,470

P.v

-1.200 CONTROL ROOM

P.v

6,000

-1.500

1,800

P.v

STAIRCASE

1,500

-1.800

2,150

14. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings

13,000

ﬀ Non slip tiles 5,700

1,200

P.v

6,600

1,200

P.v

1,800

-1.500

4,350

ﬀ Non Slip tiles

1,800

15,601

6,600 -1.800

5,900

200

600

1,500

P.v

-2.100

DOWN

6,000

9,000

3,500

ROOFED WALK WAY

5,700

500

1,500

P.v

+12.100

2,100

200

P.v

14,900

ﬀ Mazeras

E-03

D1 P.v

-1.800

32,900

3,000

Walling 200mm thick Natural stone wall keyed to architects approval E-01

X10 X11

28,700

1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300

19,600

20,300

1,800 2,000

35,600

3,000

ﬀ Non Slip tiles

Scale 1:100

Balustrates Purpose made aluminium handrail and balustrates to later detail

Emergency Exit door

MAIN HALL

9,000

DOWN

520

X7" X7""X8

(PAX = 800)

P.v

2,470 2,180

P.v

500

24,490

-1.800

X20 X21

1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300

1,800 1,300 1,300 1,300 1,600

9,200

8,600 8,500

58,670

7,000

3,000

P.v D1

Emergency Exit door

5,100

Y15 Windows Purpose made window to window schedule. Y16

P.v

2,370

S-11

900mm high m.s railing to

+15.650

D6 P.v

P.v

later detail.ELEVATION S-06 SECTIONAL

Y14 Roof 25 degrees roofing pitch Decra Roofing tiles on Timber trusses to S.e's Details

-1.800

4,950

P.v

400

Y12

1,600

32,900

Steps Riser = 150mm Tread = 300mm

P.v

2,000

3,500

2,000

P.v

Y11

Y13

45°

15,900

200

2,700

X19

±0.000

-1.350 200

8. Depth of foundations to be decided on site

X18

23,500

500 1,000

4,000

X17

+3.600

2,000

D6 P.v

ﬀ Non slip tls

500

6,550

-1.800

X16

Y8 R.C Slab 200mm thick VRC slab with Y9 fibre mesh to S.E,s Details Y10

P.v

ﬀ Mazeras

STORE

ﬀ Non slip tls

CHANGING ROOMS

X13 X14 X15

Glass Roof 25 degrees Roofing Pitch Glass Roofing on steel trusses to S.e's Details

OPEN WALK WAY +7.200

P.v D3

1,800

-1.800

P.v

200 200 100 100 200 1,100 1,000 1,000 1,000

ﬀ Non Slip tiles

7. Walls below 200mm thick to be reinforced with hoop iron at every alternate course

X12

X11

6,000

-1.350

FRONT STAGE

6. This drawing is to be read in conjunction with specifications and all other relevant drawings

Roof (Main Hall) 35 degrees roofing pitch. LT5 Profile Roofing Single Span gauge 26 on Steel trusses to S.e's Details

1,350

5. All work to be strictly in accordance to with the standard specifications and notes

400

RAMP

200

14,700

-1.350

ﬀ Non slip tls

1,600

-1.350

3. All levels and dimensions to be checked on site before any building work commences 4. Any discrepancies to be reported to the office of the consultant

ﬀ Non Slip tiles

NOTES 1. This drawing is copyright 2. Do not scale off this drawing

S-07

40 5,9

1,500

200 1,100 200 200 1,400

3,700

5,830 P.v D6

200

2,650

CHANGING ROOMS ﬀ Non slip tls

200

500

2,000

200 100 100 200 1,000 1,000 1,000 P.v

3,200

Room Room Room #1 #2 #3

600

1,800

200

2,700

BACK STAGE

200

D6 P.v

200

3,200

200 1,100 200 D2(a) P.v

STORE

ﬀ Non slip tls

-1.800

1,200 1,500

17,800

5,000

200 1,600 200 1,800

ﬀ Non slip tiles

-1.350

15,400

P.v

STEPS

DOWN

ﬀ Non-slip tls

1,500 1,200

Room Room Room #1 #2 #3 P.v

3,700

500 200

ﬀ Non slip tiles UP

4,800

3,600

STEPS

3,200

40 5,9

DOWN

4,200

Steps Riser = 150mm Tread = 300mm

1,500

2,400

2,600

7,329

1,600

200 200 1,100 200 200 1,100 200 1,400 3,200

3,700

2,830

ﬀ Non slip tiles

TERRACE

DOWN

400

RAMP

200

3,000

Ramp Slope to be determined on site

3,500

Steps Riser = 150mm Tread = 300mm Y1

S-10

4,500

E-02

2,000

4,500

8,600

2,250

DOWN

S-06

7,000

Steps Riser = 150mm Tread = 450mm

10,900

1,300 1,300 1,300 1,600

8,350

2,000

8,900

35,600

ﬀ Cabro blocks

3,000

4,000

STEPS

ﬀ Non slip tiles

8,500

39,900 6,900

4,000

7,000

LOADING BAY

2,000

5,400

E-03

3,500

E-02

E-04

S-09

S-08

A GROUND FLOOR PLAN

Steps R.C steps to S.E's details Riser=150mm Tread=450mm

client's signature ...................................................

Architects

achera & partners

Scale 1:100 Parapet Wall 200mm thick parapet walling with one feathered coping to detail

Y16 Y15

Y14 Y13 Y12 Y11 Y10 Y9 Y8 Y7""

Y7"

Y6""

Y6"

Y6Y5""

Y5"

+15.650

Water Storage High level storage water tank to manufactures specs

+12.100

Windows Purpose made window to window schedule.

+8.700

3,550 3,400

TERRACE STAIRCASE

R.C Wall 200mm thick R.C retaining wall to S.e's Details

RAMP

3,400

35o

STAIRCASE

P.v

RAMP

P.v

LECTURE HALL

P.v

+7.200

LECTURE HALL P.v

P.v

+5.300

STAIRCASE

R.C Slab 200mm thick VRC slab with fibre mesh to S.E,s Details

Roof (Main Hall) 35 degrees roofing pitch. LT5 Profile Roofing Single Span gauge 26 on Steel trusses to S.e's Details

STAIRCASE

3,400

Staircase R.C staircase to S.E's details Riser=150mm Tread=300mm

P.v

RAMP

P.v

LECTURE HALL

P.v

architects, urban & interior design consultants

Roof 25 degrees roofing pitch Decra Roofing tiles on Timber trusses to S.e's Details

p.o. box 10114-00400 Nairobi Kenya cell. 0722-414645 architect's signature .................................................................... CHARLES O.A. MISIANI [A 702]

Drawing Title

Alucobond 1200mm high alucobond parapet to S.E's Details

Sectional Elevations

+5.650

Windows Purpose made window to window schedule.

P.v

LECTURE HALL

+1.900

Drawn

B.N.G Date

P.v

DINING HALL -1.350

-1.500

200

SECTIONAL ELEVATION S-09 Scale 1:100

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

Doors Hardwood Timber doors to door schedule.

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

COAM

Scale:

March. 2017 Job No.:

Substructure All R.C foundation and substructure elements to S.e's Details 25mm thick blinding on approved compacted hardcore to approval Depths to be determined on site

Checked:

Drawing No.: AP/ARC/2017 AUA 03

AP/ARC/2017/03

Revision

Sheet No.

Check notes

project ONGATA RONGAI, KAJIADO COUNTY CONSTRUCTION FINALIZATION

SANCTUARY &

GUEST HOUSE Outline Design

Status

Apr 2019-Jul 2019

Time

RESPOSIBILITIES

Site Survey & Supervision Conceptualization Design Team Meetings Costing Presentations EXPERIENCE

Brief Formulation Site Survey Spatial Planning

NAIROBI ROAD

LEGEND SPACE

56,116 18,865

18,729

18,522

NAIROBI ROAD

Main Access

6,000

S-02

A GROUND FLOOR PLAN

H 1ST. FLOOR

QUANTITY DIMENSION (m)

AREA

CHURCH HALL

570 Pax

27.5 x27.5

668.6 m2

NURSERY

16 Pax

17.7 x 6.3

69.7 m2

CHOIR PRACTICE

25 Pax

6.1 x 4.8

29.3 m

4.8 x 3.2

15.1 m2

14 Pax

6.3 x 4.8

30.0 m2

B 1ST MEZZANINE FLOOR PLAN CLERK'S OFFICE

Basement Access

Entry 3

Entry 2

GUEST LAUNGE/ VESTRY

Entry 1

NAIR

INDOOR DINING

60 Pax

12.5 x 9

112.5 m2

OUTDOOR DINING

40 Pax

12.5 x 6

71.1 m2

KITCHEN

12.5 x 6.5

72.6 m2

5 Units

6.2 x 4.8

29.8 m2

5 Units

6.2 x 4.8

29.8 m2

4.4 x 2.5

10.9 m2

Main Access

GENTS LAVATORIES

S-01

68,504

400

600

100

400

1,300

Entry 2

300

800 1,900

IP SH OW L LL AL ax FE H 0 P 13

1,950 900

1,700 900

100

GENERAL STORE

600

G IN RD IO CO UD RE ST

200

1,300

500

Strong Room

6,000

Up Up

R 6,250

Disabled

Changing

1:500

Room 1

in 9

Laundry Cleaner's Room

Room 2

6,000

Entry 9

Lobby

DINING

Up DR

43,500

Outdoor Dining

1,800

9 Cutlery Store

Changing Room

3,800

Up Entry 8

Disabled

Board Room

200

Gents Lav.

6,000

TOTAL AREA - 7,465.67m2 8

Ladies Lav.

Reception

Disabled

7 X1

Elevator

16 200

500

Reception

Disabled

Guest Room

y str

pti

Entry 4

Entry 5

Gents Lav.

Elevator

L. Changing

X1 6

Ladies Lav.

Kitchenette

G. Changing

6,000

Void Above & Below

Lock

Clerk's Ofﬁce

Entry 6

Choir Practice Room

SITE PLAN

200

Treasury

Library & Book Shop

1,500

SP-01

500

14,050

Up Entry 7

oir Ch & m ax diu 0 P Po 4

6,000 2

5,500

re Sto

EMMANUEL AGC CHURCH

Void Above

18,776

KERICHO GOLF CLUB

6,000

Assistant Pastor's Ofﬁce

GENERAL STORE

ol ntr Co oom R

Entry 9

19,123 60,167 S-02

Pastor's Ofﬁce

Deaconry

22,269

Usher's Booth Elevator

Entry 8

LL HA CH AX UR 0 P 57

502.6 m2

1642 M2

l ca Vo om Ro

8,000

500

Access Main 5,200

CIRCULATION

TOTAL AREA

4,800

rs Nu

Sea

ting

ery

Entry 5

500

1,200

250

200 800 300

S-01

1,200

200 400

600

Entry 6

Changing Room

650

900

100

600

600 800

4,100

3,100

Entry 4

1,900 400

w.c

Check-in

Kitchenette

1800

X3 Entry 1

300

Down

Elevator

Security

Basement Access

Entry 3

LADIES LAVATORIES

KITCHEN CHANGING ROOM

EMMANUEL AGC CHURCH

12,200

Generator Room

200

SITE

300

SITE

Entry 7

w.c

Generator Room

Reception

Security

SITE

54,880

40 PAX

KITCHEN

60 PAX

note Room

C 1ST FLOOR PLAN

Client: SUNRISE SDA CHURCH

14,750 E

S-01

floor plan

S-01

GSPublisherEngine 0.2.100.100

R 3

Strong Room

Balcony

Treasury

Balcony

w.c & shw.

Room

w.c w.c & & shw. shw.

Balcony

Room

w.c w.c & & shw. shw.

Balcony

Library & Book Shop

+7,000 2 Story

Balcony

Void Above & Below

5 G. Changing

G. Lav

General Store

+3,500 1 Story

Balcony

try

tis

p Ba

X1 6

7 X1

Board Room

YOUTH CLASS 3

Disabled

6,000

3,000

Reception

6,000

Room 3

Room 4

S-01

6,000 12

S-01

3,000

Room 6

Room 7

4,000

Room 8

4,000

Room 9

BUILDING SECTION 01 1:200 personal employer KANALI LESTER LUSEKA ACHERA & PARTNERS ARCHITECTS Index No: 50A126, Log Sheet No:Architects: A1084 ACHERA & PARTNERS CHARLES MISIANI, A 702 Client: SUNRISE SDA CHURCH GSPublisherEngine 0.2.100.100

Room 2

-9,000 -2 Basement -2

Room 5

Cleaner's Room

Room 1

Laundry

Disabled

Kitchenette

70 Pax

Genral Store

3,500

Cold Store

Gents Lav.

Cleaner's Lounge

4,500

Refuse Collection DR

Lobby

PARKING 29 Cars

6,000

Disabled

Store

Cleaner's Store

Ladies Lav.

Disabled

GENERAL STORE

Gents Lav.

-5,500 -1 Basement -1

Elevator Lobby

Void Below

Elevator

PARKING 29 Cars

B 4

Elevator

Elevator Lobby

85 Pax

Ladies Lav.

5,800 6,000

DINING 60 Pax

G. Lav

X1 ±0 0 Ground Floor

200

YOUTH CLASS 2 4

Podium & Choir 40 Pax

1,600

19,750

L. Changing

X1 6

Elevator Lobby

6,000

200

Down

Elevator Lobby

200 2,500

Down

1040 PAX

G. Lav

1,600

22,200

l ca Vo om Ro

re Sto

200

Room

w.c w.c & & shw. shw.

1,750

Deaconry

w.c & shw.

85 Pax

200

Lock

ol ntr Co oom R

Lobby

G IN AT SE X Y PA ON 70 C 4 L BA

DIN OR DIO EC TU S

R 1,950

Water Tank Storage

Lobby

+14,000 4 Roof

CHURCH HALL

YOUTH CLASS 1 2

Assistant Pastor's Ofﬁce

GENERAL STORE

Elevator Lobby

Down

Lav.

6,350

Pastor's Ofﬁce

GENERAL STORE

Client: S Ladies Up 1

Elevator

Usher's Booth Elevator

+10,500 3 Story

Reception

+17,500 5 Roof 2

Usher's Booth Elevator

IP SH OW L LL AL ax FE H 0 P 13

6,000

Architects: ACHERA & PARTNERS 1

Architects: ACHERA & PARTNERS

S-01

SCALE - 1: 200

KERICHO GOLF CLUB

D BUILDING SECTION 01

Entry 4

Entry 5

S-01

6,000

I 2ND. FLOOR D

3,000

H 1ST. FLOOR

Room 4

3 Dimensions (m) indicates maximum lengths and 12 5 widths and may not directly indicate the exact dimensions of the spaces. Spaces are also measured to include wall dimensions.

200 200 1,200 50

15,000

S-01

Room 10

P-01

project KERICHO TOWN, KERICHO COUNTY NEW CONSTRUCTION

* Acc with 1 2 Que both t

GROUND FLO

floor plans

All righ author patent

spray painted black to Door Schedule

masonry wall to Architect's detail

2 No. 75mm high 100mm concrete moulding at 375mm spacing c-c adjacent to r.c beam plastered and painted

1000mm high steel stair railing with 50mm by 50mm hardwood timber handrail and vertical balustrades at 100mm c-c sprat painted to Architect's Detail

RESIDENTIAL APARTMENTS

3 c t

1,750 280

550

+10,750 4 Roof 2

520

75 300 75 250 150 100 1,350 1,350

G H

100

500

2,700

2,200

2,700

2,200

500

2,700

4,000

1,400

2,700

1,400

1,200

3,800

1,400

2,000

1,400

2,550

6 e

7 s

+9,000 3 Roof 1

1 ir

+6,000 2 Apartments

Scheme Revisions STAIRS LOBBY

1 d

Detail Design

1 1 +3,000 1 Apartments

1 c

Consultants Meetings

STAIRS LOBBY

ENTRANCE

1 w e

2 c

EXPERIENCE

3,800

1 ±0 0 Apartments

Presentations

1,200

Site Survey & Supervision

75 300 75

2,000

5 t

Dec 2019-Apr 2021 RESPOSIBILITIES

STAIRS LOBBY

200 150 100 100 100 TBD 1,050 1,400

-3,000 -1 Parking

4 s

2 1 Construction

+10,750 4 Roof 2

WATER TANK STORAGE

2,800

2,550

150

+3,000 1 Apartments

±0 0 Apartments

Time

75 300 75

1,000

15,350

+6,000 2 Apartments

Status

WATER TANK STORAGE

2,550

+9,000 3 Roof 1

-3,000 -1 Parking

Site Supervision

1,400

3,400

2,000

Project Programming 150mm thick stairs flight slab with T=300mm, R=150mm clad

ACHERA PARTNERS with 20mm thick granitto tiles to & Architect's Detail Cost Design Consideration ARCHITECTS, URBAN PLANNERS

DESIGNERS 600mm by 200mm&r.cINTERIOR strip foundation footing at 600mm min

1000mm high steel railing with 50mm by 50mm h.w timber hand rail anchored to 100mm high masonry walling with 50mm concrete copping spray painted to Architect's Detail

depth. Structure to S.E Specifications Instruction Issuarance

300mm deep well compacted hardcore

NOTES

Conslutants Coordination GENERAL

Structure above at Level 0

1. All dimensions are in mm unless otherwise specified.

Building Elevation 02

S-01 1:100

2. Drawing are not to scalled. Only figured dimensions to be used.

Cross Section 01

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

E-03

CONSTRUCTION

ACHERA & PARTNERS

F S-02

S-01

URBAN PLANNERS N ARCHITECTS, P & INTERIOR DESIGNERS

B CROSS SECTION 02

A SITE LAYOUT 200mm masonry wall cladded with 20mm thick4,100 cut and 4,100 200 200 200 200 polished sandstone patterened to approval 1,200

2,500

200

2,500

7. All black cotton soil to be removed from all buildings and paved surfaces.

200

8. For all R.C work,refer to stuctural Engineer's details.

+3,000 1 Apartments

5,400

P PROJECT

Proposed Housing Units

0 4,50

90,677

,540 11

West Kenya Union Church Signature:

1,400

2,000

1,400

3,800

Date:

1,400

11,050

E-02

4,400

2,000

PASSAGE

PARKING

1,200

KLL

LIVING ROOM

BALCONY

Drawn By:

1,400

200 200 600 600 3,550 700 1,400

KITCHEN

G IN M

REVISIONS

DATE

KITCHEN YARD

REVISION NO.

±0 0 Apartments

3,800

-3,000 -1 Parking

AREA SCHEDULE

1,400

3,400

Arch C.O.A.M

+3,000 1 Apartments

STORE

Checked By:

ELECTRICALS

KITCHEN 23. All conduits must be laid before plastering YARD

Contact:

1,200

,110 12

KITCHEN

2550mm by 2000mm h.w timber louvered door varnished to approval. Detail to Door Schedule

-3,000 Client: -1 Parking 2,000

PASSAGE

22. PV denotes permanent ventilation.2 Apartments

LIVING ROOM

2,550

Kisumu County

30 7,7 15

200 BALCONY

1,150

4 Bedroom Block

Location:

0 4,13

0 2,20

KITCHEN

300

2,700

O ±0 0 Apartments Project Title:

1,850 300

2,550

S-01

3,800

75 300 75 100 75 300 75 1,200 1,250 1,500

2,700

LIVING ROOM

75 300 75

,110 12

1,400

2,000

REVISION NO. 5,100

Plot Number:

1,560

300

DATE

,180 10

HOUSE 3

2,000 700 REVISIONS

1,850

5,100

5,400

19. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng. KITCHEN YARD 21. All mechnical works must be co-odinated with electrical and any conflict must be clarified before work +6,000 begin. 1,550 300

550 1,000

+9,000

18. Minimum slope in the drains pipes3 Roof to be1 1: 100.

PASSAGE

1,000

2,000

300

BALCONY

700

15. The storm drain pipes to comply with BS 556 specification.

100

2,000

14. Drains pass beneath buildings & driveways to be encased in 150mm concrete surround.

100 450 100

700 5,100

15,210

2,000

200 100 200

13. SVP1denotes soil vent pipe to be provided at the head of the drainage system.

2,550

1,550

2,000

17. All inspection chambers covers and framing shall be cast iron.

+6,000 ELECTRICALS 2 Apartments 23. All conduits must be laid before plastering

450

19. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng.

22. PV denotes permanent ventilation.

0 0 3,70 1,50

0 6,00

MECHANICAL 12. All plumbing and drainage to comply with relevant local authority.

16. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255.

300

20R x 150 19G x 300 10 1) (A AN

0 1,50

3 5

16. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255.

21. All mechnical works must be co-odinated with electrical and any conflict must be clarified before work begin.

,540 11

0 4,50

,630 12

,800 16

2,700

E-01

R 3,000

IC IC

R 7,500

2,700

9. Depth of foundation to be detemined on site to S.E's aproval.

100mm by 50mm h.w timber trusses with 30o pitch, bolted to 10. All walls to be reinforced with loop iron at every alternate course. 100mm by 50mm timber R.C. wallwork plate treated towalls approval. 11.h.w All adjacent and masonry to be tied with loop Structure to S.Eiron Specifications. at every alternate course.

15. The storm drain pipes to comply with BS 556 specification.

+9,000 17. All inspection chambers covers and framing shall be cast iron. 3 Roof 118. Minimum slope in the drains pipes to be 1: 100.

C E

A 202

F S-02

0 4,13

0 2,20

STORE 10 STORE 11 STORE 12 13. SVP denotes soil vent pipe to be provided at the head of the

38,100

,110 12

,600 11

0 3,36

0 4,50

,190 10 MH

1,400

2,700

0 8,49

0 9,15

STORE 09

,540 11

0 4,50

0 8,85

,350 14

STORE 08

6,00 0

200 100 200 IC

12. All plumbing and drainage to comply with relevant local authority.

,180 10

HOUSE 2

A 203

300 700 300

A 201

2,20

0 2,16 0 4,13

5,400

R 1,500 9,300

2,000

5,100

,630 12

,800 16

3,000

,886 28

0 4,70

450 50 900 0

0 8,30

,400 11

0 8,58 0 3,20

2,000

300

HOUSE 1 700

5,400

0 5,59 ,680 11

700

,180 10

,290 26

R 3,000

0 4,70

,630 12

2,700

0 5,77

R 1,500 9,300

0 ,40 31

MH 40 ,2 10

R 6,000

2,000

,400 11

5,100

R 3,000

2,700

1,0009,100 550

,600 11

1,400

1,850 300

,800 16

2,000

R 3,000

0 8,30

0 8,85

5,100

STORE 07

20 ,97 0

,600 11

700 IC

3,000

2,000 300

1,500

1,150

0 4,70

,500 20 ,770 10

70°

,000 15

1,850 200

,380 23

0 4,24

KB BLOC oom) dr (3 Be

11. All adjacent R.C. work and masonry walls to be tied with loop iron at every alternate course.

+10,750 14. Drains pass beneath buildings & driveways to be encased in 4 Roof 2150mm concrete surround.

R 1,500 9,300

R 6,000

,680 11

10. All walls to be reinforced with loop iron at every alternate course.

drainage system.

0 8,85

2,000

MECHANICAL

ENTRANCE

0 6,99

5 ,400 11

C BLOCK m) (3 Bedroo

2,550

STRUCTURAL

75 300 75

,240 10

R 3,000

EN TR

0 ,00 40

70 7,1 0 ,10 13

11,500

150,980

2,050

200

9. Depth of foundation to be detemined on site to S.E's aproval.

9,6 70

0 2,95

4,000

1,200

8. For all R.C work,refer to stuctural Engineer's details.

1,50 0

3,550

0 ,10 251

0 7,26

2,700

2,9 50 5STORE ,95 3 06 0 ,49 6

STORE 05

70°

500

2,500 2,500before 3. The contractor must check and verify all dimensions commencement of any work. Any discrepancies to be clarified with the Project Architect.

7. All black cotton soil to be removed from all buildings and paved surfaces.

6 5

1,50 0 3,00 0

STORE 04

KA BLOC oom) dr (4 Be

18 ,268

,000 15

1,500

STORE 03

0 5,47

,380 12

2,200

1,50 0 IC

STORE 02

11°

2,700

100mm thick r.c6.floor sloped at 1:30 gradient externally All soilslab on cut embararkment to be stablized. The slope not to exceedthick 45 degree. and clad with 20mm cut sandstone patterened to approval. Structure to S.E specifications

4,100

2. Drawing 200are not to scalled. Only figured 200 dimensions to be used.200

STRUCTURAL

6,00 0

STORE 01

2,500

2,200

7,50 0 IC

,470 14

3,800

35 ,68 4

18 ,805

0 4,30

60,303

800

0 ,00 32

80 2,4

500

2,500

14 ,570

13 0,1 80

1,00 0

20 7,8

CIVIL

4,100 1. All dimensions are in mm unless otherwise specified. 200

2,500

1,800

1,400

200

2,400

2,000

1,400

TO BE PLANTED AND LANDSCAPED FOR THE C STAFF

2,700

4,000 200

2,500

6. All soil on cut embararkment to be stablized. The slope not to exceed 45 degree.

200

2,500

CIVIL

70 8,4

11,050

800

100

E-04

200

1,500

5. All soil under slab around and under foundation to be treated for termite control.

200 200 600 600

CE EN TR AN

H G

1,000

4. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore.

,830 15

200

2,500

CONSTRUCTION

3 J

SECURITY 5,400 GATE HOUSE

2,700

200

2,500

180mm high 20mm thick h.w timber eave facia treated and varnished to approval

5,400 200

2,500

51 ,46 3

0 ,37 55

200

4,000

2,500

GENERAL

200 100 50 TBD

1.5m WIDE PRE-FABRICATED CONCRETE BLOCK PEDESTRIAN PAVEMENT

5. All soil under slab around and under foundation to be treated for termite control.

NOTES

38,100

4. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore.

300

2,050

E-02 1:100

2,000

SPACE

AREA

Parking Level -1

208.25 m2

Individual Apartment Level

338.61 m2

Approved By:

Arch C.O.A.M

CONCRETE BLOCK PAVED DRIVE WAY

6m WIDE STEEL MAIN ENTRANCE GATE HOUSE

,380 30

Signature:

Date:

200mm thick r.c retaining tanking wall with cementitious admixture water-proofing, plasteredLevels and painted 1,015.83 m2 Total Apartment 0-2 to approval. Structure to S.E Specifications

Contact:

FP-01 1:100

Drawing Titles

NK (-1)2050mm Parkingby Floor Plansteel grill spray TA IC 900mm painted to approval. IC

,100 14

150mm thick r.cRoof floor1slab with 10mm thick ceramic floor tiles patterened to Architect's Detail. Structure to S.E Roof 2 Specifications

SITE PLAN

PT SE

Pattern to Window Schedule

SEPTIC TANKS TO M.E SPECIFICATIONS

Drawing Numbers

COMMUNIAL GROUND AND SOCIAL FACILITIES

0 8,36

C TYPICAL APARTMENT FLOOR

E-04 1:100

SP-01

Building Elevation 04

Scale:

Date:

1:400

1/24/2021

Scheme Design

Job Number:

Sheet Number:

Orientation:

01/2020

A.01.5/13

FACILITIES

Individual 4 Bedroom Unit

Cross Section 02

157.74 m2

Unit Numbers

Parking Numbers

200mm wide 100mm high masonry walling plastered and painted with 50mm thick 20mm overhanging copping to Architect's Detail

GSPublisherVersion 0.8.100.100

11.60 m2

200mm thick strip foundation walling to S.E Specifications. 1,251.92 M2 GRAND TOTAL Depth to be determined on site

Stage:

S-02 1:100

16.24 m2

E-03

F S-02

S-01

38,100

1,400

200

1,200

300x300mm ceramic tiles f.f

WC/BATH 250x2500mm non-slip ceramic tiles f.f

200

300x300mm ceramic tiles f.f

LOUNGE 300x300mm ceramic tiles f.f

100

1,200

PASSAGE

1,200

1,500

1,200

700

1,500

200

1,400

750

900

500

600

200

300x300mm patterned granito tiles f.f

2,900

1,100

800

300

900

950

900

1,900

350

900

BEDROOM 01 (GUEST)

LOUNGE 300x300mm ceramic tiles f.f

600

3,800 2,700

600

2,600

2,700

1,500 200

1,400

1,500 3,800 4,000

1,400

1,200

550 600

200

300x300mm ceramic tiles f.f

WC/BATH 250x2500mm non-slip ceramic tiles f.f

1,500

600 200

5,200 3,200

2,200

2,500 2,500

600

1,500

900

200

2,700

600 550

1,400 200

5,200 2,200

1,300

cut sandstone f.f

1,200

3,200

1,500 3,800

1,500

600

200

4,000

1,100 2,600

1,400

2,000 1,400

PROJECT Project Title:

Proposed Housing Units (4 Bedroom Block)

F S-02

S-01

Kisumu County Plot Number:

Client:

West Kenya Union Church

600

500

Date:

Contact:

KLL Checked By:

950

700

200

1,500

700 200

3,800

2,700

Contact:

Drawn By:

2,700

1,400 1,200

200

Arch C.O.A.M Approved By:

Arch C.O.A.M

1,400

Signature:

Date:

38,100

Location:

Signature:

BALCONY

cut sandstone f.f

900

3 2,000

3,300

MASTER BEDROOM

BALCONY

cut sandstone f.f

1,100

200

550 300x300mm ceramic tiles f.f

3,200

BEDROOM 03

STAIRCASE LOBBY

BALCONY

cut sandstone f.f

200

1,800

900 300x300mm ceramic tiles f.f

200

BALCONY

200

550 1,400

BEDROOM 02

laundry

1,700

BEDROOM 01 (GUEST)

3 2

E-02

200

250x2500mm non-slip ceramic tiles f.f

1,400

1,000

300x300mm non-slip ceramic tiles f.f

300x300mm ceramic tiles f.f

5 4

12,100

4,200

KITCHEN

DINING

1,100

WC/SHW

clk room

1,700

3,800

MASTER BEDROOM

1,500

200

3,300

1,500

3,800

PASSAGE

200

200 600 1,100

3,600

1,100

1,500

1,200

200 400 200

3,300

2,600

200

1,900

4,100

200 600

600

3,600

200 400 200

4,100 2,500

3,800

2,000

1,450

200

900

1,100

400

200

laundry

4,000 200

2,500

300 400 300 400 250 600 700 600 900 900 600

1,200

2,700 200

2,500

300

200 200

600

DINING 300x300mm ceramic tiles f.f

20R x 150 19G x 300

KITCHEN 300x300mm non-slip ceramic tiles f.f

4,200

clk room

2,000

3,600

300x300mm ceramic tiles f.f

1,400

3,200

BEDROOM 03

1,300

12,100

700

300x300mm non-slip ceramic tiles f.f

200 900 400

1,200 2,700

1,500

1,200

300x300mm ceramic tiles f.f

1,400 4,100

2,700 200

2,500

KITCHEN YARD

200 3,800

3,600

E-04

E-02

13,200 1,200

2,700 200

2,500

200

550 900

1,800

2,000

200

550 1,400

1,400

WC/SHW 250x2500mm non-slip ceramic tiles f.f

BEDROOM 02

3,300

3,800 Fall 30o

2,700 200

2,500

300x300mm non-slip ceramic tiles f.f

200

1,200

2,000 1,400 4,800

Fall 30o

200

250 400 300 400 300 300 600 900 900 600 700 600 700

KITCHEN YARD

Fall 30o

600

1,100

1,450

600

Fall 30o

2,700 200

2,500

2,600

Fall 30o

1,500

4,000 200

3,900

1,100

Fall 30o

1,500

4,100 200

3,900

1,100

4,100

200

3,800

300

1,600

2,700

200

100

R Drawing Titles

(-1) Parking Floor Plan, (0-2) Typical Apartment Floor Plan, (3) Roof 1 Floor Plan, Site Plan (2), Site Plan (3)

E-01

350mm by 350mm r.c column clad with 25mm thick cut and polished sandstone patterned to Architect's Detail. Structure to S.E Specifications

(0-2) Typical Apartment Floor Plan personalFP-02 1:100 KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project KISUMU CITY, KISUMU COUNTY NEW CONSTRUCTION

Drawing Numbers

FP-01, FP-02, FP-03, SP-01 Scale:

Date:

Stage:

1:100, 1:500, 1:2000

1/27/2020

#Project Status

Job Number:

Sheet Number:

Orientation:

#Pln

A.01.1/10

RESIDENTIAL ESTATE Outline Design

Status

Feb 2020-Sep 2020

Time

RESPOSIBILITIES

Site Survey Conceptualization Research Scheme Resolution Presentations EXPERIENCE

Brief Formulation Site Condition Design Stakeholder Coordination

SITE PLAN

JOB'S HOUSE (3 BEDRMS)

FLOOR AREA

SCALE - 1:100 FLOOR AREA

SITE AREA Homestead Other Development Total Area

For Other Development

BUILDING AREA Internal Area External Area Total Area

1.1 Acres 1.6 Acres 2.7 Acres

SCALE - 1:1250

202.08 m2 45.36 m2 247.44 m2

Interior Area Exterior Area Total Area

602.62 m2 247.33 m2 849.95 m2

S CES AC

HOMESTEAD

da un Bo ed) ings irm aw nf Dr Co inal o Be Orig (T

B MAIN & GUEST HOUSE

A SITE LAYOUT

20,000 60,435

6,000

200

1,200

300

1,500

800

2,400 300

200

3,000

300

1,800

800

200

1,800

1,200

1,100

200

2,100

600 500 600

200

900

1,550

3,300

200

1,800

950

1,550

200

1,800

950

200

2,400 1,200

4,200

900 200

900 600

400 200 3,000 200

21,400

1,200

8,000

200 200

200

1,400

1,100

3,000

200

600 500 900 1,200

200

1,200

1,100

3,000

200

900

200

900 200

200

1,300 200

1,800 4,000

200

1,800

4,200 200

50 50 900 200 1,000

1,800

200 900

3,000

200

2,600

4,800

3,000

200

1,700

6,000

750

200

900

750

2,400

200

350

900 1,200

2,150 200

2,600 4,200

200

2,700

200

2,700

200

1,200

200

900

250

1,800

600

950

900

200

2,400

750

6,000

LEGEND 1. Main Entrance 2. Airlock 3. Coat 4. Lounge 5. Fire Place 6. Family Room 7. Patio 8. Dining 9. Breakfast 10. Kitchen 11. Pantry 12. Laundry & Mud Room 13. Store 14. Corridor 15. Bedroom 16. Walk-In Closet 17. Toilet & Shower 18. Cloak Room 19. Office / Nursery 20. Master Bedroom 21. Master Bathroom 22. Master Walk-In Closet & Dresser 23. Kitchen Yard 24. Mechanical & Electrical Room 25. Car Port (2 No. Cars) 26. Guest Parking (2No. Cars) 27. Landscaped Garden 28. Gazebo Seating 29. Study 30. Courtyard

3,300

200

2,100

2,700

600

350

1,200

200

1,200

6,200

1,600

1,200

900

200 1,200

300

1,400

2,400

200

2,600

2,000

200

3,300

2,100

1,000

200

1,200

900

7,600

1,200

300

300 800 1,400 200

200

1,200

2,600 2,400

1,200

800 200 200

150 600 800

2,700

8,200

300 900

900 450

23 1,500

200

900

3,000

2,200

1,200 200

200

3,000

3 20

1,200

3,200

GUEST HOUSE

850

1,800

200

1,500

15 6,800

200 800

200

1,800 3,000

1,100 200

600 500 900 1,200

200

1,200

1,100

3,000

200

900

1,700 2,400

200

700

200

20,000

LEGEND 1. Main Entrance 2. Airlock 3. Coats 4. Cloak Room 5. Living Room 6. Patio 7. Fire Place 8. Dining 9. Breakfast 10. Kitchen 11. Pantry 12. Laundry 13. Car Port (1 No. Car)

PROJECT

CLIENT

ARCHITECT

Proposed Residential Estate

Charles Misiani Achera

Kanali Lester Luseka

North Nyakach

acheraarch@gmail.com

lester.kanali.lk@gmail.com

GSPublisherVersion 0.3.100.100

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

200

700

900

200

2,400 200

900

15 1,300

25,550

3,000

2,300 3,000

200

900

1,800

200

900

700 200

14 400

200

900 200 1,100

200

450

1,050

lester.kanali.lk@gmail.com

16,400

400

900

A.03

Kanali Lester Luseka

3,000 200

150 200 1,000

ARCHITECT

12 Achera Charles Misiani

1,200 200

3,050

1,200

200

1,500

2,500

200

3,600

1,000 500

2,200 200

1,400

200 1,200

8,000

200 200 200 4,500

4,500

200

1 void above

4,600

200

1,200

6 15

1,200

200 2,050 100

1,000

LEGEND 1. Main Entrance 2. Airlock 3. Coats 4. Cloak Room 5. Living Room 6. Patio 7. Fire Place 8. Dining 9. Breakfast 10. Kitchen 11. Pantry 12. Laundry 13. Car Port (1 No. Car) 14. Mechanical Room 15. Battery Storage 16. Corridor 17. Bedroom 18. Toilet & Shower 19. Office / Nursery 20. Master Bedroom 21. Walk-In Closet 22. Master Bathroom

3,000

600

200

1,800

200

16,400

3 17

1,800

700

900

1,700 2,400

4,200

1,200

200

850

400

200

1,800

4,200

1,800

CLIENT

200

1,800

2,400

800

200

900

200

1,800

1,100

600

W DR

1,200

3,200

200

700

900

200

750

acheraarch@gmail.com

200

600

200

900

1,200

4,800

300

3,000

900

Skylight Above

4,500

900 2,400

North Nyakach

400

1,700

900

3,000

300

500

900

200 4,400

200

2,200 900

32,200

21,400

2,400 1,400 1,200

2,200 200 4,200

200 400

200

2,600

6,000

900

3,300

200 4,500

2,400

1,100

700

600 500 600

300

11,350

2,300 200 1,100

200

950

200

1,100

39,750 1,800

2,100

600

200 800

200 1,350

PROJECT

6,000

300

1,800

200

6,000 1,200

200

300

1,200

200

800

200

6,000

300

1,500

3,000

3,500

200

Achera & Partners

Architects Sheet Size A2

20,000 200

Proposed Residential Estate

GSPublisherVersion 0.20.100.100

21,400

4,500

A.01

GSPublisherVersion 0.3.100.100

1,200

250

1,800

1,150

200 lester.kanali.lk@gmail.com

1,800

900

650

450 4,200

acheraarch@gmail.com

800

200

1,200 North Nyakach

ACHERA & PARTNERS

Copy Right All rights reserved. No reproduction, copy or transmission of these drawings may be made without permission. The author has asserted his right to be identified as the author of this design in accordance with the Copyright, Designs and patents Act Cap 130 of the Laws of Kenya.

2,400

1,300

4,000

900 600

200 4,200

Kanali Lester Luseka

200

Charles Misiani Achera

400

1,800

200

650 1,100

Proposed Residential Estate

200

300

500

ARCHITECT

200

1,300

400

2,700

CLIENT

200 500 450

PROJECT

6,000

900

20,000

1,800

SCALE - 1:200

200

300

1,350

MAIN HOUSE

400

200

6,000

32,117

400

300

200

3,637

32,814

200

21 32,200

22 4,200

1,100

Vegetable Garden

ARCHITECTS, URBAN PLANNERS & INTERIOR DESIGNERS

200

3,000

200

Play Ground

C 3 BEDROOM HOUSE

3,000

4,200

200

202.08 m2 45.36 m2 247.44 m2

2004

200

450

12 1,800

200 2,600

3,550

17,740

USE (3 BEDRMS)

4,500

400

2,100

67,807

650

GUEST HOUSE

11 200

10 1,800

200

3,000

1,700 1,200

3,000

900

200

3,000

200

2,433

3,000

89.44 m2 22.14 m2 111.58 m216

4,800

4,400

JOB'S HOUSE

MAIN HOUSE

GAZEBO

Skylight Above

GUEST 8HOUSE Internal Area External Area Total Area

347.14 m2 119.20 m2 466.34 m2

200

31,913

10,000

21,400

MAIN HOUSE Internal Area External Area Total Area

900

300

500

SCALE - 1:100 FLOOR AREA

400

MAIN & GUEST HOUSE

Landscaped Garden

600

Landscaped Garden

4,500

1,200

900

Gazebo

4,200

19,830

1,400

2,200

2,400

2,200

200

1,800

200

800

1,400

200

6,730

200

400

200

Security

Landscaped Garden

11,618

400

200

9,322

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project PAP ONDITI, KISUMU COUNTY NEW CONSTRUCTION

A.02

RESIDENTIAL APARTMENTS Prelimenary Design

Status

Jun 2020-Aug 2020

Time

RESPOSIBILITIES

Site Survey Conceptualization Feasibility Study Consultants Meeting Presentations EXPERIENCE

Brief Formulation Site Survey Dispute Resolution

A OUTLINE SKETCHES

B GROUND FLOOR PLAN OUTLINE DESIGN

Binding Space Sheet Size A2

a ground floor plan Total Floor Area

162.3 m2

Parking* (Not in Total)

188.9 m2

Shop 1

21.4 m2

Shop 2

27.7 m

Shop 3

14.3 m2

Shop 4

14.8 m2

2 Bedroom

61.1 m2

3,100 200

1,400

3,000

300

200

2,900

200

1,200

2,800 200

850

150

600 800

2,900

200

2,500

5,950

3,200 150

700 600 800 600 700

2,600

3,000 700 600

900

200

850

600 700

400

150

1,328.8 m2

Total Floor Area

3,100

1,500

Studio Type A

19.1 m

Studio Type B

18.0 m2

1 Bedroom Type A

42.3 m2

1 Bedroom Type B

41.2 m2

3,100 200

1,400

2,500 950

200

500

1,500

950

2,800

1,200

200

2,500

600 800

3,100 200

2,500

2,400 1,000

2,900 200

500

1,200

3,000

200

1,500

1,000

800

200

1,000

4,500

4,400

300

2,500

200

3,100

1,400

850

150

1,500

900

1,500

200

2,900

2,800

200 RG

950 600 1,750

4,200 4,200

22,500

5,400 2,400

300 900

40 0

2,000

Living Room

2,200

60 0

200

WC & Shower

Bedroom 1

50 4 0 00 12 0

Void

13 12

200

15 14

2,700

TYPE A

17R x 150 16G x 250

WC & Shower

STUDIO

Kitchen

150

4,200

2,400

Balcony

1 BEDROOM TYPE B

Kitchenette

1,300

4,200

1 BEDROOM TYPE A

900

Living Room

Hallway

WC & Shower

Balcony

Bedroom 1

Kitchenette

9,300

1,200

4,200

Void

150

TYPE A

1,200

200

WC & Shower

4,200

1,000

200 2,700

STUDIO

1,500

600 1,750

2,400 900 1,750 600

1,000

150

950 1,500

200

900

300 1,450

1,500

950 1,200 900

200

150

2,400

Balcony

800 WC & Shower

600 550

1,600

1,500

200

100

150

2,850

TYPE B 850

900

WC & Shower

1,700 200

3,100

1,200

1,300

2,800

200

2,900

900

700

1,300

350

3,200

650

850

950 150

200

1,500 2,600

3,200

950 400

600 800

200

3,100

1,200

2,500 200

1,400

2,500

1,000 200

2,800

1,200 500

200

600 650 1,200

3,100

900

150

675

1,500

150

2,900

1,575

1,700

1,900

1,100

1,000 200

800

150 50

3,200

17,800

PROJECT

CLIENT

Proposed Residential Apartments

Prof. Kanali Christopher Luchebeleli

Kanali Lester Luseka

Makongeni - Thika, Kiambu County

c_kanali@yahoo.com

lester.kanali.lk@gmail.com

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

1,200 2,400

17,800

Kitchen

500 200

600

1,200

Kitchen

200 1,450 4,200

1,600 600 150 2,100 150 500

200 500

200 2,100 150

Kitchenette

900

Private Access

150 200

2,200

Front Yard & Hanging Lines

200

1,300

4,200

350 900 650

Kitchen G

Bedroom 1

1,450

Yard

150

500

Living Room

2,200

17R x 150 16G x 250

Void Above

4,250

2 BEDROOM UNIT

WC & Shower

600

1,200

200

UP 1

PRIVATE PARKING 2 Cars

5,650

9 Underground Water Tank

850

150

2,700

500

Void Above

2,100 150

Pedestrian Entance

5,000

4,200

150

1,500 200

1,500

Kitchenette

750

Master Bedroom

Hallway

4,200

4,050 800

200 5,100

5,400

200

Planter

Living Room

STUDIO

TYPE B

250 1,600

22,500

1,200

STUDIO

1,500

8,700

200

150 4,200

4,075 200 600

150

2,100 300 3,600

Open to Sky

5,400

150 150

600 650 600 550

Pedestrian Entance

Septic Tank

750

Security

450

Dry

150

Wet

150 150 150 150 50 1,200 600 600 1,300

Main Access

2,600

4,350

200 4,200

5,000 3,600

13,600

300

PARKING 8 Cars

Void Above

2,800

300

WC & Shower

Bedroom 1

1,100

TYPE A

2,800

Void

WC & Shower

STUDIO

300

1 BEDROOM TYPE A

Kitchenette

150

1 BEDROOM TYPE A

Shop 4

200

150

Kitchenette

1,500

Living Room

5 4

Kitchen

Void Above

WC & Shower

Void Above

Refuse

5,400

150 1,450

Balcony

2,100

15 16

Bedroom 1

7 6 17R x 150 16G x 250

TYPE A

4,050

4,200

WC & Shower

2,800

22,500

3,200 1,500

900

200

300

950 550 600

Shop 3

4,075

17R x 150 16G x 250

Shop 2

3 2

4,200

200

11 12

4,050

5 4

Void Above

STUDIO

Utility

Shop 1

7 6

4,200

150

*1,874.5 m2* With Parking

Underground Water Tank

ARCHITECT

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

GSPublisherVersion 0.4.100.100

1,200

600 650

1,685.5 m2

17,800

500

332.2 m2

Single Floor Area

17,800

4,200

b typical apartment plan (1st.-4th.)

Binding Space Sheet Size A2

OUTLINE DESIGN

TOTAL BUILDING FLOOR AREA

C TYPICAL APARTMENTS FLOOR

GSPublisherVersion 0.4.100.100

PROJECT

CLIENT

Proposed Residential Apartments

Prof. Kanali Christopher Luchebeleli

Kanali Lester Luseka

Makongeni - Thika, Kiambu County

c_kanali@yahoo.com

lester.kanali.lk@gmail.com

ARCHITECT

project MAKONGENI, KIAMBU COUNTY NEW CONSTRUCTION

RESIDENTIAL HOME Scheme Design

Status

Oct 2020-Jul 2021

Time

RESPOSIBILITIES

Site Survey & Monitoring Conceptualization Working Drawings Presentation Working Programme EXPERIENCE

Brief Formulation Stakeholder Coordination Minute Taking

A SITE PLAN

2.7 x 1m STEEL SIDE HUNG PEDESTRIAN GATE FIXED TO R.C COLUMN TO DOOR SCHEDULE

EXISTING STRUCTURES 74,400 11,800

7,400

1,500

4,500

Copy All ri auth paten

39,700

4,200

SECURITY HOUSE

R 1,400

500

13,900

3,600

9,000

2,500

9,400

SEPTIC TANK

5 x 3m, 2m Deep SEPTIC TANK TO M.E SPECIFICATIONS

12,250

4.5 x 2.7m STEEL SIDE GUNG VEHICULAR GATE FIXED TO R.C COLUMNS TO DOOR SCHEDULE

3x3x2m UNDERGROUND WATER TANK

35,500

R 3,000

3,600

17,150 IC

MAIN 3 BEDROOM HOUSE

R 1,000

41,400

R 800

MAIN HOUSE OUT DOOR SPACES

6,000

3 CAR PARKING COVERED BY TENSITE STRUCTURE

500

9,000

10,100

1m DEEP PLANTER WITH 200mm THICK MASONRY WALLING CAPPED WITH 250mm WIDE 50mm THICK PREFABRICATED CONCRETE CAPPING AND CLAD WITH CUT SANDSTONE

R 2,800

100mm THICK COBBLE STONE PAVING ON WELL COMPACTED HARDCORE PATTERNED TO APPROVAL

7,430

71,400

Plan SECTIONS C ELEVATIONS & Site

1,400

200

4,200

3,000

200

2,300

3,200

200

2,500

E E-02

ublisherVersion 0.6.100.100

200mm thick masonry wall finished with 20mm thick stucco externally and 20mm thick smooth lime plaster internally

Ground Floor Plan

3,500

MECHANICAL

7 7

S-02

250

950 350

6,200

3,200

Proposed 3 Bedroom House Location:

S-01 S-01 S-01

1:100

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

10 10

9 9

7 7

6 6

5 5

5,250

3,200

4 4 4

Drawn By:

KLL

2,5402,540 2,540 1,200

3,500

1,400

1,800

1,000

1,400 3,200 Elevation 02 Elevation 02 Elevation 02

GSPublisherVersion 0.6.100.100

3,200

2,500

Approved By:

1:50 E-06

1:50 E-07 COAM Signature:

Date:

Contact:

S-01

Ground Floor Plan, Roof Plan PV

Pitch 35o dark red ceramic roof tile on timber PV truss to later detail. Roof Structure to S.E Specifications PV

FP-01, FP-02

200mm thick masonry gable end with 50mm thick 6,400 6,400

2,300 2,300

6,400

2,300

FP-02

prefabricated 1,700 wall capping,2,800 plastered and painted 3,500 1,700 to approval 1,700 3,500 2,800 1,700

Building 3,500 Section 1,70001 BuildingRoof Section Plan01 Building Section 01

2,800

1,700

1:100

6,200 6,200 6,200

Drawing Numbers

Scale:

Date:

1:100

13/04/2021

Job Number:

Sheet Number:

03/2021

3,200 3,200 3,200

A.02.2/5

+ 2,400 ROOF LEVEL +- 0 G.L +- 0 - 300 G.L UPPER GROUND FLOOR - 300 +- 0 - 600 GROUND FLOOR UPPER G.L LOWER GROUND FLOOR - 600 - 300 LOWER GROUND FLOOR UPPER GROUND FLOOR

250

2,100

2,500

she CO 5. A term 4. A 5. she term + 2,400 ROOF LEVEL + 2,400 ROOF LEVEL

600

3,200

- 600 LOWER GROUND FLOOR

1:100 1:100 1:100

3,200

+ 250

G.L

K K

J J

G G

D D

C C

1:50

3,200 3,200 3,200

7,100

4,200

7,100

4,200 4,200 Elevation 04 Elevation 04 Elevation 04

7,100

3,500

1,200

2,100

3,500

1,200

2,100

3,500

1,200

2,100

B B

D D

G G

J J

1:50 E-08

4,700 4,700

4,200 4,200

4,700

4,200

Stage:

Working Drawings Orientation:

1:100 NS-02 1:100 S-02 1:100 S-02

surA 7. sur ST 8. F 7. F A 9. D 8. sur 10.D 9.

8. F 11. 10. iron 9. D 11. iron 10.

ME 11. ME 12. iron

13. 12. dra ME 13.

14. 16. 15. 150 com 16.

com 15. 17.

16. 18. 17. com 18. 19. wri 17. 19. exp wri 18.

23.

+ 2,400 ROOF LEVEL +- 0 G.L

+ 2,950+- 0

- 300 G.L

ROOF UPPER LEVEL GROUND FLOOR

- 300 +- 0 - 600 GROUND FLOOR UPPER G.L LOWER GROUND FLOOR - 600 - 300 LOWER GROUND FLOOR UPPER GROUND FLOOR - 600 LOWER GROUND FLOOR

1:100 1:100 1:100

600mm deep 200mm thick strip foundation masonrydeep walling on 600mm widefoundation 200mm thick r.c 600mm 200mm thick strip footing. Structure to 600mm S.E Specifications masonry walling on wide 200mm thick r.c footing. to S.E Specifications 600mm Structure deep 200mm thick strip foundation masonry onstack 600mm wide thick 200mm thick Fire placewalling chimnet 300mm brick andr.c footing. Structure tostack S.E Specifications masonry walling on 300mm thick thick 900mm wide Fire place chimnet 300mm brick andr.c footing towalling later detail masonry on 300mm thick 900mm wide r.c footing to later detail Fire place chimnet stack 300mm thick brick and K on 300mm thick + 250 masonry walling 900mm wide r.c K detail footing to later GROUND FLOOR

13. 14. dra 150 15.

+ 2,400 ROOF LEVEL + 2,400 ROOF LEVEL

+- 0 G.L

1:50

Proj

Proj Pro

Pro Loca Proj Loca Ka Pro Ka Plot

Loca Plot L.R

Ka L.R

Plot Clie

L.R Clie Pr.

Pr. Sign

Clie Sign

Pr.

Sign Dra

Dra KL K CheL Dra Che CO K LO C App Che App CO CO O C Sign

App Sign

Sign

7,100 7,100

Building Section 7,100 02 Building Section 02 Building Section 02

project RONGO, MIGORI COUNTY NEW CONSTRUCTION

ST 6. A ST 7. excA

300 300 300 1,200 900 900 1,2001,200 300 2,265 300 300 2,2652,265

exc 6. A exc CIV

exp 21. 19. con wri 21. exp con 22. 21. 22. EL con EL 23. 22. 23.

900

CIV 5. A CIV 6. A term

dra 12. 14. 150

2400mm high 200mm thick masonry wall with 300mm thick capping and 1200mm high 2400mm highr.c 200mm thick masonry wall with 200mm thick wide openings at and 500mm c-c high 300mm r.c capping 1200mm 200mm at 500mm c-c wall with 2400mmwide highopenings 200mm thick masonry B 300mm thickAr.c capping and 1200mm high B 200mm wideAopenings at 500mm c-c

900 1,500 900 1,5001,500

900

300 600 600 2,400 300 3002,4002,400

COAM

22,150

the 3. T CO com CO 4. theA she 4. A

2,765

1:100 E-04 Main HouseE-04 1:100 1:100 E-04

GE 2. 3. D T com 1. T A 3. the com 2. D

250 250 100 600 600 2,350 100 1002,350 300 2,350300 200 300 200 2,660200 2,6602,660

150 150 1,400

600

150mm thick r.c floor slab on 300mm thick well County Kamagambo/Kamburo - Rongo, Migori compacted hardcore sand thick blinding. 150mm thick r.c floor and slab50mm on 300mm well Plot Number: Structure tohardcore S.E Specifications compacted and 50mm sand blinding. L.R No. Specifications 3517 Structure to S.E 150mm thick r.c floor slab on 300mm thick well compacted and 50mm sand blinding. 400mm highhardcore 200mm thick masonry walling with Client: Structure to h.w S.E Specifications 50mm thick capping painted 400mm high 200mm thickplastered masonryand walling withto Pr. Samuel & Dr.plastered Eunice Misiani approval 50mm thick h.w capping and painted to Signature: Date: approval 400mm high 200mm thick masonry walling withContact: 1 50mm thick h.w capping2plastered and painted to 2 1 approval

5,700

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

GSPublisherVersion 0.6.100.100

150

1,000

GSPublisherVersion 0.6.100.100

2,200 200 200 300 2,2002,200 300 300

1,800

200

1,400

900 900

3,500

2,550

1,200

3,200

600

900 1,500 900 1,5001,500

2,100

2,500

300 600 600 2,400 300 3002,4002,400

2,2652,265 1,610

3,200

2,050

FALL 35O

- 600 LOWER GROUND FLOOR

1,400

Checked By:

5,250

+ 2,400 ROOF LEVEL + 2,400 ROOF LEVEL

500mm deep MDF built-in entertainment unit to fittings schedule

250

300

3,200

PROJECT 3,200

Project Title: 6,200

Drawing Titles

+ 2,400 ROOF LEVEL +- 0 G.L +- 0 - 300 G.L UPPER GROUND FLOOR - 300 +- 0 - 600 UPPER GROUND FLOOR G.L LOWER GROUND FLOOR - 600 - 300 LOWER GROUND FLOOR UPPER GROUND FLOOR

1,000

600

1,085 200

1,085

6,200 6,200

S-01

1,800

ARC

2. A D 1.

4,235

3,500 Elevation 03 Elevation 03 Elevation 03

2,300

200

2,7002,700

6,200 6,200

600

3,500 3,500

300

2,700

2,300

250 250 100 600 600 2,350 100 1002,350 300 2,350300 200 300 200 2,661200 2,6612,661

E-03

28,650 PV

550

2,400

900

REVISION NO.

150

600

FALL 35O

Diam. 13 aluminium fixed to masonry wall by 10mm thick hangers at 450mm C-C 1,200

2,300

6,400

REVISIONS DATE

6,400

300

6,400 6,400

1,400

23. All conduits must be laid before plastering

FALL 35O PV

900 900 900 600 900 900 600 600

3,500

21. All mechnical works must be co-odinated with electrical and any conflict must be clarified before work begin.

5,850

1,155 3,6753,675

1,200

+- 0

ELECTRICALS

600

2,100

14. Drains pass beneath buildings & driveways to be encased in

19. No chases will be will be allowed with 2 allowed for pipes. Sleeves 1 written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng.

FALL 35O

300

GROUND FLOOR

1000mm150mm high steel balustrade concrete surround. on 300mm high masonry15. walling spray painted black towith fittings 1000mm high balustrade 300mm high Thesteel storm drain pipes toon comply BS 556 specification. schedule16. masonry walling spray painted fittings All underground foul andblack wasteto drain pipes shall be uPVC to schedule 1000mmcomply high steel balustrade on 300mm high with BS 5255. 2 1 masonry17. walling spray painted black to fittings All inspection chambers covers and framing shall be cast iron. 1 schedule18. Minimum slope 2 in the drains pipes to be 1: 100.

13. SVP denotes soil vent pipe to be provided at the head of the drainage system.

22. PV denotes permanent ventilation.

1,250

E-02 E-02 E-02

12. All plumbing and drainage to comply with relevant local authority.

4 4

ROOF LEVEL

ARC ARC

Copy Righ All rights authorRigh has Copy patents All rightsAc author has patents Ac Copy Righ All rights author has patents Ac

GE GE 1. A

2,765 370 2,765 370 370

E-05

9 9

1:100 1:100 1:100

iron at every alternate course.

2,850

4,200

10 10

2,265

2,900 2,900work and masonry walls to be tied with loop 11. All adjacent R.C.

950

G.L

1,1551,155

FALL 35O FALL 35O

8,6308,630 8,630 FALL 35O

- 600 LOWER GROUND FLOOR

1,250

+- 0

FALL 35O

6,900

FALL 35O

10. All walls to be reinforced with loop iron at every alternate course.

2,900

+ 250

2,7002,700

2,900 2,900 to stuctural Engineer's details. 8. For all R.C work,refer 2,900 2,900 to be detemined on site to S.E's aproval. 9. Depth of foundation

+ 2,950

900

1,700

3,500 3,500

900

2,800

Elevation 01 Elevation 01 Elevation 01

STRUCTURAL

2,850

5,900

900

2,900 2,900

900

1,700 1,700

7. All black cotton soil to be removed from all buildings and paved surfaces. 300

2,800 2,800

2,350

5,900 5,900

6. All soil onPVcut embararkment to be stablized. The slope not to exceed 45 degree.

2,700

1,500

PV 3,800

1,800

420 420 420 1,6101,610 735 735 735

420 735 420 735 735

300 300 300 900 1,500 900 1,5001,500 200 200 200 3,675

2,000

CIVIL

300 300 300 300 300 300 300 600 600 2,100 300 300 300 2,1002,100 300200 300 200 2,660200 2,6602,660 1,940 150 1,9401,940 150 150150 150 150

1,800 600 1,800 600 600

6,350

3,6753,675 420

1,085 200 300

5. All soil under slab around and under foundation to be treated for termite control.

FALL 35O

8,100

4. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore.

2,000

1:50 FP-04 Security Roof Plan

3,200

CONSTRUCTION

R 1,500

1,000

H.W truss comprising 100 by 50mm rafter, 100 30mm batterns to S.E Specifications by 50mm purlin, 100 by 50mm ceiling joist, 30 by batterns Specifications H.W truss 30mm comprising 100 to byS.E 50mm rafter, 100 by 50mm purlin, 100r.c bybeam 50mmonceiling joist,walling 30 by 300 by 200mm masonry FALL to S.E Specifications 30mm batterns plastered and painted to approval. Structure to 300 by 200mm r.c beam 35O on masonry walling S.E Specifications plastered and painted to approval. Structure to S.E Specifications 300 by 200mm r.c beam on masonry walling 13 plastered and painted to approval. Structure to S.E13 Specifications 100mm aluminium rain water downpipe

1000mm high steel balustrade on 300mm high masonry walling spray painted black to fittings schedule

1500mm high 600mm wide steel window with 10mm thick clear glass spray painted black to Window Schedule

FP-01

2. Drawing are not to scalled. Only figured dimensions to be used.

3,200

E-02

R 1,500

3,200

850 150 2,950 2,950 150

1,250

300 250

1,450

FALL 35O

300 1,250

S-02

E-08

1,100 1,250 E-01

28,650

300

+ 2,400 ROOF LEVEL +- 0 G.L +- 0 - 300 G.L UPPER GROUND FLOOR - 300 +- 0 - 600 UPPER GROUND FLOOR G.L LOWER GROUND FLOOR

21,700

1,100

3,100

E-03 E-03 H.W truss comprising 100 by 50mm rafter, 100 E-03 by 50mm purlin, 100 by 50mm ceiling joist, 30 by

3,225 2,975

1,350

o dark red ceramic on timber I J roof tile K truss to later detail. Roof Structure to S.E Specifications

300 300 300 150 150150 150 150

3,500

5,400

GPitch H 35

150mm thick prefabricated concrete chimney stack capping anchored to steel structure with to 150mm thick prefabricated concrete chimney later detail stack capping anchored to steel structure with to later detail 150mm thick prefabricated concrete chimney K anchored to steel structure with to stack capping later detail K

J J

4,8004,800 150

Security House Floor Plan 200

300 300 4,800

600 600

400 400 400 150 150 150 300 750 300 750 1,550 750 1,550 300 1,550

4,500

I I

+ 2,400 ROOF LEVEL + 2,400 ROOF LEVEL

PV PV

3,200 3,200

300

200

300

5,250

1,200 600

H H

4,8314,831

2,800

600 200 150 200 600 600 2,400 150 1502,400 300 2,400300 200 300 200 200 4,831

600

100

1,800 1,800 900

5,250

200mm thick masonry wall finished with 20mm thick stucco and 20mm thick 200mm thickexternally masonry wall finished withsmooth 20mm plaster thick stucco externally andlime 20mm thickinternally smooth FALL plaster internally 35O 200mm thick masonry walllime finished with 20mm 13thick smooth thick stucco externally and 20mm 13 internally lime plaster

- 600 - 300 LOWER GROUND FLOOR UPPER GROUND FLOOR

G G

3. The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect.

5,250

PV PV

5,400

F F

R 1,500

600

E-07

S-01 22,150

3,200

+ 2,400 ROOF LEVEL + 2,400 ROOF LEVEL

200

E-04

5,800

2,100

900

2,500

E E

GROUND FLOOR

300 950

200

2,100

Toilet & Shower

E-03

D D

600

1,000

3,300

2,100

300 300 4,8004,800 150 300150 150150 150 150

8,1008,100 300 2,350

200 3,200

3,200

3,000 200

6,200

4,500

1,8006,000

950

200

3,600

600

4,500

1,400

200

- 300 UPPER GROUND FLOOR

C C

+ 2,950

E-01 E-01 E-01

300 200

750

+ 2,400 ROOF 300LEVEL +- 0 300 600 350 G.L +- 0 - 300 G.L UPPER GROUND FLOOR - 300 +- 0 UPPER GROUND FLOOR G.L

B B

1500mm by6 700mm window 5 7 steel corner 8 11 spray 12 13 NOTES painted black with 10mm thick one way tinted GENERAL glass to Window Schedule 1900 by 1000mm 150mm thick prefabricated 1. All dimensions are in mm unless otherwise specified.

ROOF LEVEL

1:200

ACHERA & PARTNERS 200mm thick masonry gable end with 50mm thick prefabricated wall capping, plastered and painted 200mm thick masonry gable end with 50mm thick ARCHITECTS, URBAN PLANNERS to approval & wall prefabricated capping, plastered and painted INTERIOR DESIGNERS to approval 200mm thick masonry gable end with 50mm thick 11 12 capping, plastered 13 and painted A Copy Right: prefabricated wall All rights reserved. No reproduction, copy or transmission of these drawings may be made without permission. The author has asserted his right to be identified as the author of this design in accordance with the Copyright, Designs and 11 12 13 A to approval patents Act Cap 130 of the Laws of Kenya.

200

1,200

3,300

200

950

900

1,800

200

600 200

300

+100

200

1,100

PV PV

5,100 200

Toilet

Dresser

1,150

200

2,100

1,000

1,700

1,450 1,300

-300

200

900

MASTER BEDROOM -300

4,200

Closet

1,875

300

200 Dresser

Master Bathroom

250

300

Corridor

2,000

-300

1,200

200

IC PT SE NK TO TA

6,200

2,600 PV

2,500

Outdoor Sitting

Planter

1,150

Down

1,800

Down

2,100

1,450 300

1,150

-450

3,500

-300

TO SEPTIC TANK

3,000

BEDROOM 1

500

-300 500 Walk-In 500

3,000

+250

2,000

4,000

6,200

500

BEDROOM 2

1,800

3,300

E-06 PV

2,700

-300

STUDY

950

3,500

4,200

900

200

FAMILY ROOM

1,200

-300

Planter R 800

100

-300

3,500 Cloak Room

(Cathedral Ceiling)

1,800

2,700

2,900

1,000

Lobby 200

Veranda

(Cathedral Ceiling)

400

300

1,000

Foyer

400

-750

SECURITY -600

R 800

2,600

200

1,800

1,200

2,700

4,000 -300

500 500

DINING

900

2,100

breakfast

600

1,300

1,500

R 800

LIVING ROOM

1,700

KITCHEN

400

850

2,900

200 1,800

1,000

200

700

Down

2,800

1,200 700

-450

250

600

200 2,700

2,900

3,225

700

1,500

1,200

Down

800

28,000

200

2,600

1,850

1,200

5,700

5,900

2,400

2,125

FP-03

600 600

2,100

1,000

100mm thick concrete block paving on well MH compacted hardcore and patterned to approval

1,000

Down

2,250

600

2,100

Laundry 200 1,600

-300

1,000

250

Pantry

1,650

200

600

2,975

2,100

200

-300

600

1,200

900

1,700

200

1,000

+ 2,400 ROOF LEVEL + 2,400 ROOF LEVEL

3,200 200

1,025 200

400

E-01

±0

600

1,800

-450

600 1,200

2,800

4,200 1,200

2,400

500

200

3,200

3,000 1,800

1,800

9,000

2,900 6,200

1,900

1,000

2,000

200

1,100

KITCHEN YARD

1,950

S-02

800

700

900

450

4,500

900

1,700

4,000

-600

200

500

900

200

4,550

200

450 1

800

1,500

300

200

2,400

200

1,600

21,700

E-05 3,200

3,500

200

3,500

2,200

3,300

1,200

200

675

2,300

2,100 250

28,000

6,400

6,200

S-01

6 7 capping plastered 8 300 by 300mm r.c wall and 8 Detail painted to6approval.7Structure to S.E

concrete chimney stack capping anchored to steel structure to later detail

300 300 1,200 900 900300 1,2001,200 300 300 300 4,800

E-04

5 5

150 by 150mm square profile1 aluminium2 gutter3 fixed to 10mm thick aluminium hangers screwed to roof facia at 600mm C-C

900

250mm high 200mm thick masonry walling clad with 20mm thick lime plaster and 50mm thick prefabricated concrete capping

450mm ceramic tiles to finishing schedule. Structure to S.E Detail

3 3

200 200 3,675

400 by 400mm r.c column clad with 25mm thick cut sandstone with 500 by 500mm prefabricated concrete 150mm thick r.c floor slab finishedcapping. with 450 by Structure to S.E Specs.

Pitch 35o dark red ceramic roof tile on timber truss later detail. Roofroof Structure to S.E Pitch 35oto dark red ceramic tile on timber Specifications truss to later detail. Roof Structure to S.E Pitch 35o dark red ceramic roofSpecifications tile on timber 1 Roof Structure 2 truss to later detail. to S.E 1 2 Specifications

1,800200 1,800

1800mm by 900mm fire place made up of 300mm brick and masonry composite wall clad with cut sandstone to later detail

300 300 600 900 600 9001,800 900

2400mm high 200mm thick masonry wall with 300mm thick r.c capping and 1200mm high 200mm wide openings at 500mm c-c

600

GROUND FLOOR PLAN BSP-01

3,200

+ 2,400 ROOF LEVEL +- 0 G.L +- 0 - 300 G.L UPPER GROUND FLOOR - 300 +- 0 - 600 GROUND FLOOR UPPER G.L LOWER GROUND FLOOR - 600 - 300 LOWER GROUND FLOOR UPPER GROUND FLOOR - 600 LOWER GROUND FLOOR

1:100 1:100 1:100

1 Sc 1

Jo 1

0 Jo 0

HOTEL & CONFERENCE Status Time

Outline Design Jan 2021-Mar 2021 RESPOSIBILITIES

Site Analysis Research Conceptualisation Outline Design Presentation EXPERIENCE

Brief Formulation EIA Feasibility Studies

A HOTEL FLOOR PLAN

B CONFERENCE CENTRE PLANS

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project LIMURU, KIAMBU COUNTY NEW CONSTRUCTION

REFERRAL HOSPITAL Detail Design Mar 2021-May 2021

Status Time

RESPOSIBILITIES

Scheme Revision Detail Design Schedules Research Presentation EXPERIENCE

Consultant Coordination Tendering Architect's Instructions

A HOSPITAL FLOOR PLAN

B CONFERENCE CENTRE PLANS

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project LIMURU, KIAMBU COUNTY NEW CONSTRUCTION

MASTER PLAN Scheme Design May 2021-Jun 2021

Status Time

RESPOSIBILITIES

Scheme Revision Research Stakeholder Meeting Presentation EXPERIENCE

Consultant Coordination Land Surveying Public Authority Consents

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project KENYATTA ROAD, KIAMBU COUNTY MASTER PLAN

RESIDENTIAL APARTMENTS Scheme Design Jun 2021-Aug 2021

Status Time

RESPOSIBILITIES

Brief Formulation Outline Design Scheme Development Presentations Site Analysis EXPERIENCE

Design Considerations Costing

A FLOOR PLANS

B SECTIONS

personal KANALI LESTER LUSEKA Index No: 50A126, Log Sheet No: A1084

employer ACHERA & PARTNERS ARCHITECTS CHARLES MISIANI, A 702

project AHERO, KISUMU COUNTY NEW CONSTRUCTION

Kanali Lester Luseka 2021