GENERAL

1 2 3 4 5 F D C B A A B D E F + All dimensions are shown in mm unless otherwise specified.

North Elevation + Drawings are not to be scaled. Only figured dimensions to be used
+ The contractor must check and verify all dimensions on site before
-350 Pitch commencement of any work.
11.000 -350 IT Roofing sheet
0.200 1.000 0.200 8.200 0.200 1.000 0.200 -rafter at 600, c/c 50x50mm
-ceilling joist and battens at 600mm c/c CIVIL WORKS
0.200

0.200
0.200 1.000 0.200 4.000 0.200 4.000 0.200 1.000 0.200 -100x50mm ties and struts + All soil under slabs and all around external foundations to be
A A -100x75mm wall plate
-fascia board and gutter to S.E's detail
treated with anti-termite pestcide AND should be executed
0.200

0.200
by licensed and duly registered sub contractor.
KITCHEN -all timber to be cured + Sample for pipe works and other materials for road works
M/BATH
1.500

1.500
-in T&G ceiling, brandering to be done at 500mm specified to be presented to the engineer before work commences
BACKYARD (Non Slip ceramic tiles ff)
+ All levels for sewer and road works must be approved by the
engineer before work commences.
Machine dressed stones, Hoop iron at every
B B alternate course
, 20 mm stone binding layer on

4.000
0.200

0.200
the interior and exterior part of the wall on
approval on site by the architect. STRUCTURAL
5.200

Wood Paraquet ff)

BEDROOM
West Elevation

2.300

East Elevation
+ This drawing must be read in conjunction with related
Steel casement window to
KITCHEN 01 Architectural and Enginering drawings as well as any other
3.500

schedule with 4mm clear relevant drawings.

0.200

0.200
(Non Slip ceramic tiles ff)
glazing panes and internal + Concrete to be class 20/20 (1:2:4).
mild steel rods burglar + Steel reinforcement bars to be: 'Y" = high tensile steel to B.S 4461
2.200 3.000 3.200 3.700 1.700 grilles to approved designs 1.700 3.700 3.200 3.000 2.200 'R' = Round mild steel to B.S 449
W/C + All timber to be sawn cypress G.S grade to KS 02-771:1989 and

1.000

1.000
F (Non Slip ceramic tiles ff)
150mm Thick R C slab with B. R.C A142 mesh on A B D E F seasoned to equilibrium moisture content between 9% and 15%
F D C B A 1000
. + All timber to be preservative treated in accordance with KS 02
C C WEST ELEVATION 02 914:1982
EAST ELEVATION 01
0.200
0.200

0.200

0.200
+ Depth of foundation to be determined on site to S.E's approval.
20R x 0.150

UP
19G x 0.321
-350 Pitch
-350 IT Roofing sheet

7
8

LOBBY
14.000

14.000
DINNING STAIRCASE -rafter at 600, c/c 50x50mm MECHANICAL
3.000
3.000

3.000

3.000
9
Wood Paraquet ff)
Wood Paraquet ff) 10
-ceilling joist and battens at 600mm c/c
S-02 S-02 -100x50mm ties and struts
+ Pipe dimensions are in mm.

11
20

19

18

17

16

15

14

13

12
+ Cold water device pipes steel, with class B to B.B 1387.
-100x75mm wall plate
DOWN

+ Draining pipe above ground shall be UPVC grey while those

-fascia board and gutter to S.E's detail below ground shall be UPVC golden brown.
D D -all timber to be cured + All underground foul and waste drain pipes shall be UPVC
to comply.
0.200
0.200

0.200

0.200
-in T&G ceiling, brandering to be done at 500mm + All inspection chamber covers and framing shall be cast iron
to comply with BS 497 TABLE 2 GRADE A
+ Storm water pipes to comply with BS 556.
Machine dressed stones, Hoop iron at every
OFFICE
+ Minimum slope in the drain to be 1%.

2.800

2.800
Wood Paraquet ff) alternate course
, 20 mm stone binding layer on + All testing of pipes must be completed before plastering.
the interior and exterior part of the wall on
LOUNGE approval on site by the architect.
5.000
5.000

0.200

0.200
E
Wood Paraquet ff)

E ELECTRICAL
Steel casement window to
+ All conduits must be laid before plastering.
schedule with 4mm clear
ENTRY glazing panes and internal
+ General conditions of contract for sub contract works:
2.000

2.000 i) Government electrical specification No.1

PORCH mild steel rods burglar ii) Government electrical specification No.2
grilles to approved designs iii) Electrical act and rules made thereunder.
1.200 4.200 4.200 1.200 iv) The current edition of regulation for the
F F 150mm Thick R C slab with B.
electrical equipment of buildings issued by
0.200
0.200

0.200

0.200

0.200 1.000 0.200 4.000 0.200 4.000 0.200 1.000 0.200 . the institution of Electrical Engineers.
5 4 3 1000 3 4 5 v) Kenya Power and Lighting Co. Ltd.

FRONT ELEVATION 01
0.200 1.000 0.200 4.000 0.200 4.000 0.200 1.000 0.200
11.000
REAR ELEVATION 01 GL GL

South Elevation 200 5,200 200 450X600mm MANHOLE 8mm MAIN BAR AT
E
1 2 3 4 5

350 120
COVER AND FRAME 300mm C/C
12mm MAIN BARS AT 300mm CENTRES GL GL 150 1,200 150

120
INLET
TO SOAK PIT/SUBSOIL
MANHOLE C1 4 INLET PIPE C1 4 OUTLET PIPE
OUTLET 150mm THICK 450X600mm IRRIGATION{50} 5344 & 45. WATER LEVEL
12mm MAIN BAR MANHOLE BLOCK WORK MANHOLE WITH C

100
8mm MAIN BAR AT

450
250

500 250
IL

150 450 150

LIGHT DUTY COVER

150
PROJECT:
200mm C/C 450X600mm TO SOAK PIT/SUBSOIL

GROUND FLOOR
TWL

3000

150
G MANHOLE G IRRIGATION{50} 5344 &45
COVER

E
200mm THICK

550

150
100mm th. CONCRETE
A B C
PROPOSED RESIDENTIAL
A B C FOUNDATION MIX 1:3:6 STONE WORK
12mm MAIN BARS SOAK PIT AS 200mm THICK. 200mm THICK. WALL

F1

F2
1,400
AT 200mm CENTRES SPECIFIED STONE WORK STONE WORK WALL B B
DEVELOPMENT
WALL 100
150 600 200 12mm WATER PROOF CEMENT- 12mm WATER PROOF
D SAND RENDERING CEMENT -SAND RENDERING 12mm WATER PROOF

1 2 3 4 5 CEMENT-SAND
ON PLOT NO: 23/1504

150
H PLASTER

North Elevation Plan 1:25 400

150
400 150 mm CONCRETE BASE SLAB 1:2:4 - 3/4 GRADED

11.000 0.200 0.200

Section G - G 1:25. 150mm THICK
BASE SLAB.
0.200 1.000 0.200 4.000 0.200 1.800 2.000 1.000 0.200
NUMBER Section H - H 1:25
0.200 1.000 0.200 4.000 0.200 4.000 0.200 1.000 0.200
CAPACITY Soak pit - PLAN 1:25
0.200

0.200

0.200

OF DIMENSIONS IN MILLIMETRES (mm). CLIENT:

A A PERSONS A
TYPE LITRES AMOS IKERE KAMAU &
0.200

B C D E F1 F2 -350 Pitch
BALCONY
PAULINE WANJIKU MAINA
1.500

1.500

1.500

A 3000 UP TO 10 800 1000 1000 3000 800 1500 1400 -350 IT Roofing sheet
M/BATH
(Non Slip ceramic tiles ff) -rafter at 600, c/c 50x50mm
B 6000 11-20 800 1400 1200 3600 1400 1500 1400 -ceilling joist and battens at 600mm c/c
B B C 9000 21-30 800 1400 1200 3600 1800 1500 1400 -100x50mm ties and struts
0.200

0.200

0.200

-100x75mm wall plate

D 12000 31-40 800 1600 1400 4000 2000 1500 1300
5.200

-fascia board and gutter to S.E's detail

West Elevation

East Elevation

Wood Paraquet ff) E 15000 41-50 800 1600 1400 4000 2400 1500 1200 -all timber to be cured
BEDROOM BEDROOM -in T&G ceiling, brandering to be done at 500mm
3.500

3.500

F 21000 70-80 1200 2400 1600 4800 2400 2000 1800

04
Wood Paraquet ff)
02 300x200mm ring beam to
G 24000 80-90 1400 2600 1800 5200 2600 2200 2000 structural engineer's details
APPROVED:
FLOOR
0.200

C C Septic tank As shown 1:25. 150 mm thick concrete slab to

Eng . detail on
0.200

0.200

M/BATH
1.000

20R x 0.150 25mm murram blinding on

UP

19G x 0.321
(Non Slip ceramic tiles ff)
300 min well compacted hard
1

9.700

8
core in layers of 100 mm
3.000

3.000
0.200

LOBBY STAIRCASE
9

Wood Paraquet ff)

FALL
Wood Paraquet ff) 10

S-02 M/BATH S-02 FALL

15.700

15.700
11

strip foundation to S.E

20

19

18

17

16

15

14

13

12

(Non Slip ceramic tiles ff)

DOWN

details
FALL
D D
SECTION
0.200

0.200

FALL DRAWINGS: DATE:

FALL
FAMILY DOORS AND WINDOWS SCHEDULE -ELEVATIONS SEPTEMBER.2025
2.800
7.000

LOUNGE - BUILDING SECTION

SHEET SIZE: A1
FALL
FALL
Wood Paraquet ff) 900 1,500 1,000
1400 900 700 -MECHANICAL WORKS
5.000

0.200
0.200

Wood Paraquet ff)

MASTER
E E FALL

900
H
SCALE:
FALL
UNITS:

1,500
BEDROOM

1,500

1,500
F F H
BALCONY FALL H H As indicated
1.500
1.500

2,700
2,700

2,700
MM & M
2,700

on each
2,700

F
2,400

FALL H

1,800
H
drawing
0.200
0.200

1,200
1,200
0.200

0.200

FALL
F F
DRAWN BY:
2.000
2.000

WO2 - 1,500 X 1,500 WO3 - 1,000 X 1,500 WO4- 700 X 900 WO5- 700 X 900
1.500

1.500

FALL DO1 - 1,500 X 2,700 DO2 - 900 X 2,700 DO3 - 900 X 2,400
BALCONY FALL
SINGLE LEAF HINGED DOOR SINGLE LEAF HINGED
PARTLY FIXED / FIXED ARCH TOP DOUBLE LEAF HINGED
SINGLE LEAF HINGED
SINGLE LEAF HINGED/FIXED SINGLE LEAF HINGED SINGLE LEAF FIXED

45 mm THICK SEMISOLID CORED STEEL CASEMENT WINDOW STEEL CASEMENT WINDOW STEEL CASEMENT WINDOW STEEL CASEMENT WINDOW
South Elevation STEEL CASEMENT DOOR STEEL CASEMENT DOOR FLASH DOOR AS PER SPECIFICATIONS AS PER SPECIFICATIONS AS PER SPECIFICATIONS AS PER SPECIFICATIONS BENSON KARANJA
0.200

0.200

0.200
0.200

1 2 3 4 5 Ground floor- Main Entrance Ground Floor-Wash Rooms

KARANJA
Ground floor-Bedrooms, Kitchen
0.200 1.000 0.200 4.000 0.200 4.000 0.200 1.000 0.200 FALL Ground floor- Kitchen Ground Floor-Bedrooms,Lounge Ground Floor-KITCHEN
First floor- Family Room First floor - Bedrooms First Floor- Wash Rooms
0.200 5.200 0.200 5.200 0.200
2-NO 1-NO 5-NO 5. NO 1. NO 5. NO
11.000

FIRST FLOOR ROOFPLAN

GSPublisherVersion 0.0.100.100