E-01

NOTES
GENERAL
1. All measurements are shown in millimeters.
Measurements should not to be scaled off the drawing.
2. The contractor must check and verify all dimensions
before commencing any work. Any discrepancy must
be notified to the architect.
3. All sections should be read as per the floor plan and
all discrepancies must be notified immediately to the
designer and clarified by consulting the respective
consultants' drawings.

CONSTRUCTION
4. Damp proof course must be provided under all
D-1
external walls at grade. DPC to be minimum 150mm
above ground level.

3,750
3,800
5. All slab at grade to be poured on 1000gauge
A

200

200
polytheneon 50mm stone dust blinding on compacted

TO MANHOLE
Dampness
and hairline MAIN ENTRY hardcore.
cracks, 6. All soils under slab and around external foundation

DOWN
concrete to be treated for termite control.
wall 7,650
7. Window cills must be finished before internal

3,400

16

17

18

19

20

21

22

23

24

25

26

27

28
3,050
15 plastering.

11
14

13

12

10

1
B CIVIL
8. All soils on cut embankment to be stabilized. The
28R x 150

UP
27G x 323

WAITING slope is not to exceed the natural angle of repose of the

soil.

200

200
C cracks on

LOBBY STRUCTURAL
concrete wall
adjacent to Emergency 1,500 9. All RC works to Structural Engineer's details.

8,300

8,300

D-2

1,825
D-07
stairs Exit 3,000
10. Depth of foundation to be determined on site to
SE approval.
11. All walls less than 200mm thick to be reinforced

200
with hoop iron at every alternate course.

4,175
DS-2
DS-4

700
DS-3
5,300
MECHANICAL

200
12. All plumbing and drainage to comply with the
RECEPTION COUNTER relevant approving local authority's specifications.

1,250
D-08 13. All service ducts to be accessible from all floors.
14. Deep seal or anti-vac to all fittings connected to the

E-22
SVP's or waste pipes. All bends and junctions to have

100

100
100 100 100 100 200
DS-1 1,850 2,900 2,900 1,650 3,700 inspection plates.

750
15. SVP to be provided at the head of the drainage.
100 16. Drain pipes passing beneath buildings and

100
D cracks on Cracks driveways to be encased in 150mm concrete surround.

600
01
concrete observed on
wall 04 IE-15 02 concrete wall 17. All underground foul and waste drain pipes shall be
CONSULTATION CONSULTATION UPVC and comply to BSS 4514 and 5255. cast iron to
ROOM ROOM 03

4,275

4,275
comply to BSS 497 table 6 grade C except ones in the

1,575
Nurse driveway which shall comply to BSS 556.
3,300

3,300
assessment 18. All inspection chamber covers and frames shall be
PHARMACY
area cast iron to comply to BSS 497 table 6 grade C or
equivalent.

600
200
1,553 600 1,550
D-3 D-3
19. Storm water drain shall comply to BSS 556.

150
1,050

1,050
2,100

1,050
2,100

D-3
2,100
20. Minimum slopes to drains shall be 1%.
E 21. No chasing will be allowed in the slabs for pipes.
100

100

100

100
100 100 100 100 200
Sleeves will be allowed in the slabs with the written
7,450

950 900 2,900 2,900 1,650 3,700

approval of the Structural Engineer.

E-08

E-07
D-05
22. All testing of pipes must be completed before
plastering.
35,950

OUTPATIENT DEPT. 2 23. All mechanical works must be co-ordinated with

3,000

3,000
WAITING

D-06
E-01

3,750

1,050 electrical works. Any conflicts must be clarified before

D-3
NURSE STATION 2,100
E-05

6,100 work begins.

E-06 ELECTRICAL
24. All conduits must be laid before plastering.
F 400
25. All electrical work must be co-ordinated

100

100
7,550
with mechanical works. Any conflicts must be clarified
before work begins.
G
FIRE

3,000

3,000
OUTPATIENT DEPT. 3
26. Instal water ring main with fire hydrant with 2.5"
1,050 instantaneous coupling adaptors.

D-3
2,100 E-02
A-A 27. Provide underground water tank with automatic
KIDS' PLAY WAITING WAITING
3,775

electric booster pump for ring main.

E-03
AREA 28. Provide automatic push button fire alarm system.
29. Provide heat and smoke detectors in each

100

100
E-04
room provide 9kg dry powder fire extinguishers to ME
specifications.

E-01
Concrete
100

wall Revision History

3,000

3,000
OUTPATIENT DEPT. 4
7,650

exhibiting RevID ChID Change Name Date

1,050

D-32
cracks
1,900
1,499

2,100

1,900 5,900
100

H
100

100
CAFE 1,050
OUTPATIENT DEPT. 5
D-3

3,550

3,551
cracks on
3,980

2,100
concrete
wall
I
450 100
1,350 3,700 Architect
POWER MAIN DISTRIBUTION BOARD

GRAND ARCH STUDIO

100

100
J P.O. Box 41674-00100
D-09 100 200 150 200 Allimex Plaza. Suite 302
1,900 5,600 3,300 2,150 Mombasa Road . NAIROBI
1,900

1,900

CAFE concrete Arch. Philip Okello [A1474]

5,100
2,396

01 1,000
2,100

KIOSK wall with

D-3

04 IE-13 02
2,100 FEMALE visible
150

100 WASHROOM cracks and Signature................... Date...................

150

03 1,800 1,350 jointing

1,000
2,400
E-24

E-23

HC D-3 1,000
100

D-3

WASHROOM 2,400 MALE

1,800

1,798

WASHROOM Project Title:

STAIRCASE
1,200

TO FIRST 28R x 150

27G x 300
concrete
PROPOSED INTERIOR FIT-OUT FOR
FLOOR
wall COLUMBIA AFRICA HEALTHCARE CLINIC
K cracking AT THE NORD MALL, RUIRU
1

200

200

4,350 800 1,168 1,300 1,132 650 750

D-21 COLUMBIA AFRICA HEALTHCARE LIMITED.

P.O. Box 38613-00623, Nairobi, Kenya
200 100 150 200
1,843 1,350 2,157
Signature........................ Date.......................................
Drawing Title: Drawing No.
GROUND FLOOR PLAN 03

GROUND FLOOR LAYOUT PLAN

Drawing Scale: 1:50 Drawing Sheet No.
Drawn by: Checked by:
C.O. OKELLO P.
K.O.
01 L.M.
LEGEND
Floor Finish marker 04 IE-00 02 Interior elevation marker
Wall finish marker Date: Date:
03
20 MARCH, 2024 20 MARCH, 2024
 E-01
NOTES
GENERAL
8,614 1. All measurements are shown in millimeters.
Measurements should not to be scaled off the drawing.
2. The contractor must check and verify all dimensions
before commencing any work. Any discrepancy must
be notified to the architect.
3. All sections should be read as per the floor plan and
all discrepancies must be notified immediately to the
designer and clarified by consulting the respective

4,300
consultants' drawings.

CONSTRUCTION
4. Damp proof course must be provided under all
external walls at grade. DPC to be minimum 150mm
above ground level.
5. All slab at grade to be poured on 1000gauge
A cracks on A polytheneon 50mm stone dust blinding on compacted
cocrete hardcore.
walls
100 200 DN 6. All soils under slab and around external foundation

DOWN
3,650 to be treated for termite control.
STAIRCASE 7. Window cills must be finished before internal

16

17

18

19

20

21

22

23

24

25

26

27

28
plastering.

3,300
15

Dental

11
14

13

12

10

1
B B CIVIL
Dental UP
28R x 150
8. All soils on cut embankment to be stabilized. The

UP
27G x 323

D-8 D-8
slope is not to exceed the natural angle of repose of the

1,050
2,100

1,050
2,100
soil.
C C

100
STRUCTURAL

2,700
1,050
9. All RC works to Structural Engineer's details.

D-8
2,100 PASSAGE Storage 1,500
D-20
PASSAGE PASSAGE
10. Depth of foundation to be determined on site to

D-2
D-04
100 100 100 200 2,700

2,150
D-3 D-01
2,900 2,250 2,600 3,950 SE approval.

1,200
2,700
D-8 11. All walls less than 200mm thick to be reinforced

100
1,050
2,400
with hoop iron at every alternate course.

200
PASSAGE
D-4
100 PASSAGE 100 230
100

950
1,000 PASSAGE 1,000

900
2,100
D-3

D-3
1,250
2,100 11,450 2,100 3,450 MECHANICAL
12. All plumbing and drainage to comply with the

75
ADMIN. OFFICE relevant approving local authority's specifications.

1,000
2,100
100 50 100 50 75 1,000
1,050
13. All service ducts to be accessible from all floors.

D-3
800 1,675 800 1,675

D-8

3,400
3,300
2,100 2,100

1,450

1,450
male locker

Planter
800 female locker D-3
01 14. Deep seal or anti-vac to all fittings connected to the

D-5
800 room 01
room

E-22

D-5
2,100
3,450

2,400
01 2,100 Call Center SVP's or waste pipes. All bends and junctions to have

2,425
1,050
DIETICIAN 04 IE-12 02
D-8

04 IE-09 02
04 IE-08 02
2,100
inspection plates.

50

50
Consult WAITING 75 100 75 75 server room 03
LOBBY 1,800 650 1,800 650 1,800
D-3
STORE 03 15. SVP to be provided at the head of the drainage.

2,100

2,100

1,000
2,100
800

800
925

925
Storage/Printer 16. Drain pipes passing beneath buildings and
D-5 D-5
D D driveways to be encased in 150mm concrete surround.

100

100

100
PASSAGE 17. All underground foul and waste drain pipes shall be

700
100

01 1,000 UPVC and comply to BSS 4514 and 5255. cast iron to

D-7

1,350
WAITING 2,400
comply to BSS 497 table 6 grade C except ones in the
04 IE-11 02
LOBBY

600
driveway which shall comply to BSS 556.

Planter
700 600 1,500 600 700
OPTICAL OPTHAL 01
03
DISPLAY BOARD 18. All inspection chamber covers and frames shall be

3,200

3,200
OPD

600
ROOM cast iron to comply to BSS 497 table 6 grade C or
equivalent.

1,420
ECG
3,400

D-19
Consult 1,050 100 100 100 100 100 100 100 230
19. Storm water drain shall comply to BSS 556.
D-8

3,450 2,100 7,000 D-6

1,850 D-8 4,000 D-8 3,200 1,150 4,100 5,020
20. Minimum slopes to drains shall be 1%.

1,350
1,050
2,100

1,050
2,100
1,000
2,400
E E

6,070
21. No chasing will be allowed in the slabs for pipes.

600
02

100

100
D-22 Sleeves will be allowed in the slabs with the written

E-20
approval of the Structural Engineer.
E-21
E-08

E-07

PASSAGE PASSAGE PASSAGE 1,050

22. All testing of pipes must be completed before

D-8
100

2,100

1,450
plastering.
OBSERVATION
ROOM 23. All mechanical works must be co-ordinated with
E-01

03
electrical works. Any conflicts must be clarified before
PASSAGE

600
work begins.
E-05

WAITING
E-06 LOBBY WAITING cracks on ELECTRICAL
3,450

Planter

cocrete walls

700
LOBBY 24. All conduits must be laid before plastering.
F Planter Planter F 25. All electrical work must be co-ordinated

230
15
cracks at
CEILING
concrete with mechanical works. Any conflicts must be clarified

700
ACCESS joint before work begins.

7,300

7,300
D-03 01
HATCH

G G

Planter
04 IE-07 02 FIRE

600
structure cracks 03 26. Instal water ring main with fire hydrant with 2.5"
on cocrete beam
instantaneous coupling adaptors.
E-02 27. Provide underground water tank with automatic

1,350
A-A X-X
electric booster pump for ring main.
XRAY

E-03
750 1,560 1,550 750

WAITING 28. Provide automatic push button fire alarm system.

5,900
LOBBY 29. Provide heat and smoke detectors in each

600
200 230 230
E-04
2,100

3,550 4,600 10,300 4,690 room provide 9kg dry powder fire extinguishers to ME
specifications.
E-01

D-02
NURSE

1350
STATION

100

100
Planter Revision History
600

PASSAGE COR - Alvo

230 RevID ChID Change Name Date

800
851

1,800 2,375 600 2,145

Stuhl mit Drahtgestell
66 x 63 x 87 cm
100

600
cracks

1,800
1,050

D-8
on joint
2,400

2,100

600
POC
900

concrete concrete

700
1,000

D-3
D-3
WAIT 2,100 wall crack

230
01
H H
2,650

100
4,000
Lab

1,401
ULTRASOUND
04 IE-10 02
Workspace 1,050

D-8
1,100
1,000

1,401
03 2,100

D-3
1,000

D-3
2,100
2,100
POC

100
MAMMO

600
150

D-3

3,470
D-3 930 600 1,890 600 900

600
1,000
2,400
750
1,000
2,100
1,000
2,100

700
COR - Alvo
851
Stuhl mit Drahtgestell
66 x 63 x 87 cm

1,700 600 1,700 D-3

100

2,100
150 150 100 100 200 230
150

150

600
I I
1,900

SAMPLE
2,400 1,900 2,700 3,400 4,000 4,920

1,469
1,100
1,000
COLL PAT Architect
D-3

2,100 Reading Room

750
TLT
GRAND ARCH STUDIO
2,150

200

200

200
150

J cracks fissures on cracks on J P.O. Box 41674-00100

propagatin concrete wall concrete
HSKP 1,000
g through surface Allimex Plaza. Suite 302
D-3

staircase
soffit
2,100 MALE wall tiling Mombasa Road . NAIROBI
1,800

crack PUB TLT from wall

150

1,000 beneath Arch. Philip Okello [A1474]

5,000

D-3

2,100
1,000
Signature................... Date...................
D-3

2,100
200
E-24

E-23
2,700

HC 1,000
D-3

cracks on 2,100 FEMALE

PUB TLT Project Title:
1,850

wall PUB TLT

STAIRCASE adjacent 150 150 150 200 PROPOSED INTERIOR FIT-OUT FOR
to landing 1,950 1,250 2,150
of
COLUMBIA AFRICA HEALTHCARE CLINIC
K staircase K AT THE NORD MALL, RUIRU
200

200

COLUMBIA AFRICA HEALTHCARE LIMITED.

P.O. Box 38613-00623, Nairobi, Kenya

Signature........................ Date.......................................
Drawing Title: Drawing No.
FIRST FLOOR PLAN 04

1 2 3 4 5 6 7 Drawing Scale: 1:50 Drawing Sheet No.

Drawn by: Checked by:

FIRST FLOOR LAYOUT PLAN

C.O. OKELLO P.
K.O.
01 L.M.
LEGEND
Floor Finish marker 04 IE-00 02 Interior elevation marker
Wall finish marker Date: Date:
03
20 MARCH, 2024 20 MARCH, 2024