15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Roof pitch 35 deg GENERAL NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
clay tiles, on 50x50mm 1. This drawing is protected under the copyright act, and cannot be
TO KITENG
ELA

timber battens on
used or reproduced in part or in whole without authors consent.
TO NAIRO
BI

150x50mm purlins, on LA
RT T
ND

PIGRIMS CHURCH
P O EN

2.All dimensions to be checked on site,written rule over sclaed

T O CEM

50x150mm rafters on VANNILLAS

pv
PROPOSED SITE

dimensions any discrepancies to be reported to the architect before

pv
0+5,300 100x50mm wall plate
pv pv pv pv pv pv
anchored to beam to
any work commences.

6M ACCESS ROAD
pv pv pv pv pv pv pv pv
engineer's details.
3.All construction work is comply with the latest standard codes of
Steel casement
window to schedule.
practice,local authority by-law and fire regulations.
0+2,650 4.P.V. denotes permanent ventilation and must be provided among all
pv pv pv pv pv pv pv

concrete pv pv pv pv pv pv pv doors and windows where indicated or shown.

ballustrades 5.All walls less than 200mm thick tobe reign forced with a hoop iron at
Masonary block wall very alternate course.
plastered and
0+150 painted internally&
6.Water metre to be 300mm above g.l.
MOMBASA
TUNNEL

NAIROBI

externally to 7.D.P.C. denotes one layer of bituminous feh to be provided under all
2,070 1,905 2,395 505 1,075 1,220 1,180 1,125 500 1,430 670 2,650 425 925 approval. walls 150mm above ground level.
SITE LOCATION MAP Scale 1:100
925 425 2,650 970 1,430 490 1,125 1,180 1,220 1,080 500 2,395 1,905 2,070
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 8.All r.c. works to structural engineer's detailos depthof fondation to
be a determined on site and should be less than 120mm.
EAST ELEVATION Scale 1:100 WEST ELEVATION Scale 1:100 Roof pitch 35 deg
clay tiles, on 50x50mm timber
9.Provide one row of 600X600X50mm precast concrate paving slabs
battens on 150x50mm purlins, on 50x150mm around the building unless otherwise shown.
rafters on 100x50mm wall plate 10.Heavy duty polythene sheating and anti-termite treatment to be
G F D C B A Roof pitch 35 deg A B C D E F G anchored to beam to engineer's details. provided onder ground floor slab.
clay tiles, on 50x50mm timber battens A B C D E F G 11.Plinth level to be minimum 300mm from proposed level of existing
on 150x50mm purlins, on 50x150mm Steel railing to ground level.
later details.
rafters on 100x50mm wall plate 12.All surface beds to be cast on well compacted and well consolidated
anchored to beam to engineer's details. filling.
0+5,300 0+5,300 R.C staircase to 13.Depth of foundation to be minimum 600mm below reduced ground
pv pv
pv pv pv
S.E details. level.
tread = 267 mm. 14.All pipes and services to minimum to be 450mm below reduced ground
Steel casement riser =157 mm. level.
window to 15.All inspectionchambers within building areas,drivve way and parking
schedule. 150mm thick rc floor areas to be heavy duty,double seal air tight covers .Drains under building
0+2,650
0+2,650
slab & 450mm rc beam ,drive-way and parking to be pvc pipes encased in 150mm concrete
pv pv 150mm thick rc floor to S.E details.
pv surround.
slab & 450mm rc beam
to S.E details. 200mm thick mass floor slab
to S.E details.
Steel casement
Door to
0+150 REVISIONS,ADDITIONS & ALTERATIONS
schedule. 0+150
NO DATE DESCRIPTON BY
405 2,035 1,290 1,165 2,495 505 505 2,495 1,165 1,290 2,030 405
505 2,495 1,165 1,290 2,035 405 A B C D E F G
G F D C B A 600mmx200mm thick
A B C D E F G foundation to S.E.
detail.depth to be

NORTH ELEVATION Scale 1:100 SOUTH ELEVATION Scale 1:100 determined on site.
SECTIONAL VIEW Scale 1:100
A B C D E F G
A B C
9,290
D E F G DOOR SCHEDULE PROJECT DESIGNERS /CONSULTANTS

roof Fall
ITEM NO SIZE NUMBER DESCRIPTION RATE TOTAL COST
9,090 200

roof Fall
200 7,185 200
1,905 7,185 200 1 900X2100 MM 8 STEEL DOORS
250
1,705 200 3,460 200 3,125 200 400
200 200 3,460 200 3,125 150 200 2 900X2100 MM 12 WOODEN SOLID DOORS

150
150
150

LAND PLAN ARCH

Balcony 750X2100 MM 12 WOODEN SOLID DOORS

150
150

1 150 1
150
150

roof Fall
CER TILES

1,200
1,200
150

1 Balcony 1 F/F
200

200

WINDOW SCHEDULE

roof Fall
3,125
1,200
1,200
200

200

200

CER TILES
200
1,705

F/F 3,460 p.v.

3,460 3,125
1,807

2 200 200 2 STEEL CASEMENT

4
1,200

450X450MM 8
Kitchen
1,895

1,895
p.v.

2 2
200

Kitchen 200
1,890

1,890

CER TILES
p.v.

p.v. F/F
200

5 2 STEEL CASEMENT
CER TILES
3,525 1200X1200MM
200

F/F
p.v.
3 3 Contact Us:0722206259/072631546/Email:landiplan@gmail.com
900

965 3,525 Master Bedrm 6 10 STEEL CASEMENT

p.v.

s.window 1500X1500MM
1,500

3 3 Dinning 965 200

100

100

2,875

2,875

2,875
2,080

Master Bedrm Ensuite.

1,500
p.v.
100

100

CER TILES
lobby. 7 STEEL CASEMENT
lobby. 2
2,875

2,875

Dinning 1800X5000MM
F/F
p.v.

Ensuite. CER TILES

roof Fall
1,810

1,810
1,200

F/F

clientelle
CER TILES
p.v.

2,295
1,800

1,800

CER TILES
8
F/F
F/F p.v. 2000X2100MM 4 ARCHITECTURAL ARCH
200 2,295 200
1,355

200
200

200

p.v.
9
1,200

2 ARCHITECTURAL ARCH
200

1400X2100MM
4 305
A.Arch p.v. 4
4 4 JONAH SILA NDISO
200

10
1,475

A.Arch
200 200 1080X2100MM 1
780

780

roof Fall
p.v.

ARCHITECTURAL ARCH
200

200

200

1,125

Wc
610
A.Arch

Wc
610

P.O BOX 1923-90100

p.v.
1,100

3,460 1,315 150

p.v.

5 5
A.Arch

Door and window schedules

roof Fall
2,225

CER TILES
5 5
645

1,115 150
200

200

100

F/F
2,200

MACHAKOS.
100

1,230

Lounge. Lounge.
1,000
2,200

p.v.

610

Wc
p.v.
1,305

Wc
3,775

p.v.
1,000

CER TILES
p.v.

CER TILES
3,820
3,821

p.v.

CER TILES F/F

p.v.
6 6
F/F
2,795

F/F
p.v.
216

6 6
1,070

200

200

3,965
1,245

roof Fall
200

200 Bedroom.
7 7 Clientelle signature
900

3,965 Bedroom. 1
Balcony

7 7
p.v.
2,600

2,600

2,600

CER TILES
1 F/F
1,500
2,600

2,600
p.v.

p.v.
ess Road
18,870

CER TILES
8 3,525 200 8 6m wide Acc
200
1,500

F/F

8 8
10,535
200

3,525
16,615

27,753
staircase
17,300

17,300

3,525
roof Fall

roof Fall
2,515
18,200

19,210
18

17

16

15

14

13

12

10
11
2,245

2,245

9 9
840

200 3,966 1.5m wide offset

A A
18

17

16

15

14

13

12

10
11
2,200

2,200

9 9
740

200

200

200
A.Arch

A A Bedroom.
Project Title
1

200

19,210

Stairwell KITCHEN 1
200

roof Fall
1,500

10 CER TILES
10
p.v.
1,500

2,600

2,600

2,600

CER TILES
p.v.

F/F
10 10
200

F/F

PROPOSED RESIDENTIAL DEVELOPMENT

2,600

2,600

200 3,525 200 MH

885
200

200

p.v.
p.v.

3,525
11 11
PLOT LR NO .......................
1,140

200

11 11 3,965

Parking Area
IC
1,185

roof Fall

0
200

9,48
p.v.
3,775

3,775

Lounge.
MAVOKO-MACHAKOS COUNTY
p.v. p.v.
p.v.

MH

private Developed
p.v.

2,060 Wc
1,000
200

12 12

proposed site
610
2,800

3,775

3,775

Lounge.
p.v.

pantry
CER TILES
1,000

610

residential Area

1.5m wide offset

12 12
3,085
p.v.

CER TILES
CER TILES F/F F/F
CER TILES
2,100
530
100

F/F
100

3,965 200 F/F

2,395

540

Wc
A.Arch

p.v.

1,905
610

1,115 2,210 200 1 3,965 200 p.v.

p.v.

18

17

16

15

14

13

12

10
11
CER TILES
WC
1,096
1,905

610
p.v.

9
F/F

13 13

6m wide Access Road

CER TILES
roof Fall

F/F A.Arch
roof Fall
1,155

13 13

26,931
200

200

200

200

p.v.
115

p.v.
1,200

p.v.
Dinning Master Bedrm
200

200

200

200

200

4,100
p.v.

Ensuite. DRAWING TITLE

1,500
1,710

1,710
p.v.

CER TILES
Buildup area=120m2 MH

F/F CER TILES

2,905

2,905

2,905

2,905
1,500

F/F
Bedroom 2,600 1,165 200 3,525
ARCHITECTURAL DRAWINGS
p.v.
2,905

1,500
1,705

14 14
3,800

p.v.
roof Fall

CER TILES

14 Rain water F/F

14
200

200

200
200
1,075

p.v.
harvesting point 200 3,525 200
3,765 200
p.v.

200

200
1,890

1,890
1,890

p.v.
SCALE DRAWN CHECKED DATE
715

15 15
894200 200

894200 200

kitchen
BM
2,075

15 15 3,125
CER TILES MH

As indicated NOV 2018

200

200

200

1,200

1,200

1,200

F/F
1,905

33,2
Balcony 64
895

16 16
16 16
CER TILES
En NO DATE DESCRIPTION
200

200

200

200

F/F
tra
nce
150

150
150

150
200

150

200
200 215 1,400 200 3,765 200 3,125 200 200
200 1,445 1,500 1,020 875 1,200 835 200
200 1,400 200 200 7,490 200
200 3,965 200 3,125 200 200

200 7,690 200

9,090 200 To public sewer
JOB No DRAWING NO
A B C D E F G
A B C D E F G N
W
GROUND FLOOR PLAN Scale 1:100 UPPER FLOOR PLAN Scale 1:100 ROOF FALL PLAN Scale 1:100 SITE LAYOUT PLAN Scale 1:250 Lp 2018/265 Lp dwg/265/2018

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