South Elevation Roof Pitch 350

THE COPYRIGHT OF THIS DRAWING VESTS IN OWNERS ARCHITECT. IT MUST

Orientile roofing sheets
on 50x50mm timber NOT BE REATAINED ,USED OR COPIED WITHOUT HIS CONSENT
9 8 7 6 5 4 3 2 1 purlins on timber truss
200 system to S.E.'s deatils.

NOTES
200 200 3,200 200 1,280 1,720 200 3,100 150 1,550 200 601 200

Y
400 3,400 1,740 1,280 2,081 1,390 1,710 801 100
M.H M.H M.H
200 200 200 113 287 200 200
200 700 1,800 700 1,300 1,300 1,101 1,800 200 150 1,550 601 200

Concrete GENERAL
H H fascia to
200 1,700

kitchen
1,700

1,700
1,700
All dimensions are in mm unless otherwise specified.

1,565
yard
details
Drawings are not to be scaled .Only figured dimension to be used .
G w1 pv w3 pv w3 pv d3 pv w1 pv
G The contractor must check and verify all dimesions before commencement of any
200

200 1,400 600 1,400 200

200
whb
work.
950

1000mm
wall height

D-01

kitchen
pv d4
BEDROOM 02 pv
kitch
CONSTRUCTION
3,400

1,500

3,400

3,400

3,600
w2
dining store w5 Detail

3,400
200 3,400 200 2,600 200 200 3,100 150 1,550 200
200mm thick Brick All slab at ground level to be poured over 1000 gauge polythene sheet on 50mm thick
SLAB SPECIFICATION walling, plastered murram blindind on hardcore
950
200

wardrobe working top

F F 150mm concrete slab+ sunken and painted with 3- All soil under slab around and under foundation to be poisoned for termite control
200

d2 pv arched above d2
kitchen
300
West Elevation

200

475
shower

A142 BRC wiremesh on

200

200
coats of vinyl matt CIVIL
1,400

2,300 150 d4 1,150 1,000 2,000 1,900 200d2 1,200 150 2,350
1,200

1,400
passage yard lounge
600

w6 master
1000G polythene sheeting
M.H
pv
paint to Architects

800
M.H

entry
w6

passage

1,750

1,750
300

whb bath

13,955
All soil on cut embarkment to be stablized.The slope not exceed the natural angle of
dining

East Elevation
E E on 50mm murram blinding
200

200

pv d2 arched above d4
approval.

475
400

repose
200

whb f.p
on 300mm compacted
shower

porch
1,355

600

150

1,600 150
150
STRUCTURAL
w6 wardrobe
d4 hardcore in layers of
355
150

150mm with antitermite

MASTER
150

wardrobe

4,800
treatment
945

BEDROOM For all R.C work,refer to structural Engineer's details.

4,600

200 2,300 150 1,050 200 sunken

5,000 200 3,700
Depth of foundation to be determined on site to S.Eng's approval
TV area

4,100

4,100
pv

1,500
pv
lounge w2
1,500
3,396

All adjacent R.C work and masonary walls to be tied with strip iron at every alternative
D w2
BEDROOM 01 D course.

1,001
600X200mm
MECHANICAL
950

300
RC concrete
200

285 200

pv d1 w5 pv w1
C C
585 200

200
200
w1 pv
strip foundation
285

All plumbing and drainage to comply with relevant local authority.

pv w3 pv w4
entry

485
depth to be
1,470 200

1,470 200

B B 600 3,000 600 800 600 4,200 600 SVP denotes soil vent pipe to be provided at heads of drainage system
2,255
2,255
porch
determined at Drains passing beaneth buildings & driveways to be encased in150mm
A A 10,379 the site concrete surrond.

1,335
M.H

The storm pipes to comply with BS 556 specification.

Y-Y SECTION
200 339 200 475 475 175 All underground foul and waste drain pipes shall be uPV to
200 850 1,800 850 1,300 80 1,200 200 1,882 600 175 1,800 200
To septic comply with BS 5255
Y

tank
200 3,500 200 1,380 1,539 200 1,882 200 1,550 2,150 200
All inspection chambers covers and framing shall be made of cast iron.

SCALE 1:50
13,001 Minimum slope in the drains pipe to be 1in 100.
No chases will be allowed for pipes ,sleeves will be allowed only with written approval
9 8 7 6 5 4 3 2 1 of S.Eng's.No cutting of concrete without express approval of the Architect or S.Eng's
All testing of pipes must be completed before plastering
North Elevation All mechanical works must be co-ordinatednwith electrical and any conflicts
must be clarified before work begins
FLOOR PLAN LAYOUT PV demotesn permanets ventilation
SCALE 1:100
ELECTRICALS
D8-02-200 All conduits must be laid before plastering
400 4,913 6,087 1,600 801
D12-01

REVISIONS
1,450

1,450

D12-03
Fall
Fall

No Description Date
D12-03
D12-01
3,600

3,600

DETAIL A
Fa

WINDOW SCHEDULE
ll
ll
Fa

Window size
Window no No
(H X W) G.L G.L G.L G.L
Fa
ll

w1 4 1500 x1800
EAST ELEVATION NORTH ELEVATION
ll
Fa

SCALE 1:100 SCALE 1:100

w2 3 1500 x 1500
7,200
Fall
7,500

Fall

w3 3 1500x1300 PROJECT DESCRIPTION

ll
Fa
Fa
ll

w4 1 1800x1200
PROPOSED RESIDENTIAL DEVELOPMENT ON
PLOT LR NO.
Fall

w5 2 1800x600
Site :
1,421

w6 3 800x800 Job no,: E121

235

Fall

Drw no,: 01/1

Fall

DOOR SCHEDULE
DRAWING DESCRIPTION
582
1,468

3,700 1,614 6,100 1,878 509 Door no No

Door size
HXW
GROUND FLOOR, FIRST FLOOR,SECTIONS ,ELEVATIONS, ROOF PLAN,
ROOF PLAN d1 1 2100 x1500 SITE PLAN AND SEPTIC TANK DETAILS
SCALE 1:100
d2 2100 X900
4
Y-Y
200 3,200 200

12mm O MAIN BARS AT 300mm CENTRES

Internal doors G.L G.L Scale: As shown Date JULY 2020
G.L G.L
d3 1
2100X900 SOUTH ELEVATION Drawn by: A.M checked
WEST ELEVATION
8mm O MAIN BAR AT
200mm C/C

External door
450X600mm
150

SCALE 1:100
MANHOLE COVER
X-X X-X

Approved by A.M
450

SCALE 1:100
TO FRENCH DRAIN OR
SOAK PIT AS SPECIFIED
A B C

2100X800 CLIENT
150

d4 4
12mm O MAIN BARS
AT 200mm CENTRES 8mm O DISTR. BARS AT 200mm CENTRES

12mm O MAIN BARS AT 300mm CENTRES

450X600mm MANHOLE
150 600 200 COVER AND FRAME
Y-Y
D GL GL

Daniel O. Oliech
PLAN WITH COVER GL GL
LIGHTLY COMPACTED
SLAB REINFORCEMENT E GL SUITABLE SPORT FILLINGS GL
NUMBER
450X600mm MANHOLE 8mm O MAIN BAR AT

CAPACITY DIMENSIONS IN MILLIMETRES P.O Box 133 - 40301

120

COVER AND FRAME

OF
300mm C/C
WATER LEVEL
GL GL 1,000
150mm THK
12mm dia BARS AT 150mm
120

CONC. BLOCKS

Kendu Bay
INLET MANHOLE
350

LITRES PERSONS
OUTLET MANHOLE 150mm THK CENTRES BOTH WAYS
COMPACTED MURRAM
GALLONS A B C D E F F2
200

C1 4 O INLET PIPE 10mm O MAIN BAR C1 4 O OUTLET PIPE

450

BLOCK WORK
100

IL
200mm THK
250

250
150

TWL BLOCK WORK

POLYTHENE SHEET OR
150

ANY OTHER APPROVED

300 1360 UPTO TO 10 400 300 1300 2200 700 900 1360
150

500

1000 C/C MATERIAL

550

100mm THK CONCRETE

FOUNDATION MIX 1:3:6
A B C

600 2720 11-20 750 600 1350 2900 900 1100 2720
600

200mm THK CRUSHED STONES

F2

100
BLOCK WORK 12mm WATER PROOF
1,400

200mm THK
BLOCK WORK CEMENT-SAND PLASTER
'H' Varries

150mm THK STONE

900 4080 21-30 900 750 1350 3200 1100 1200 4080
12mm WATER PROOF
CEMENT -SAND RENDERING
BLOCKS TO DRAIN INVERT 6" PERFORATED CLAY OR
12mm WATER PROOF CEMENT-
SAND PLASTER
'H' DEPTH OF SOAK PIT AS SPECIFIED PITCH FIBRE PIPES 600mm
OR DIRECTED BY DRAWING LONG WITH 50mm OPEN JOINTS 1200 5440 31-40 900 850 1350 3300 1300 1300 5440
150

FRENCH DRAIN DETAIL

400
150

1500 6800 41-50 1000 950 1350 3500 1400 1400 6800
150 mm CONCRETE 1:2:4-3/4 GRADED

SOAK PIT DETAIL

400

SECTION Y-Y
SECTION X-X
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