ROOF NOTES

35 degrees ROOF PITCH OF ROOF

TILES
ON 82*50mm BATTENS ON
50*100mm RAFTERS, STRUTS
AND TIES ON 50*150mm TIE
BEAMS ON 75*100mm WALL
PLATES AND 23*225mm FASCIA
BOARD
0
:10
CEILING NOTES
1
CEMENT/SAND OF 1:4 MIX
ll Effluent
Fa
ON EXPANDED
METAL LATHE ON
50*100mm BRADERINGS AT distribution
78 600mm C/C ON 50*50
35°
1,0 chamber

650
CEILING JOISTS AT
600mm C/C.

200

200
WALL NOTES
ALL WALLS IN THE

2,908
FOUNDATION AND THE
SUPER STRUCTURE

2,100
ARE 225mm THICK

PLAN AS ON TOP OF SEPTIC TANK

42
FOUNDATION NOTES
OVERSITE CONCRETE OF 1:3:6 MIX
Scale 1:100

900
ON A WELL RAMMED MURRAM.
FOUNDATION DEPTH TO BE

257
DETERMINED ON SITE.

330
12,500

S-04 SECTION 1:100

2,428

2,127
E-02 1:100 E-03 1:100
IC

IC

IC

425

8
41
IC

3,774

SLAB REINFORCEMENT LAYOUT

94
6
3,900

1,097
556 IC
600x450mm
SITE NOTES
1. ALL DIMENSIONS TO BE CHECKED ON SITE , WRITTEN DIMENSIONS TO BE FOLLOWED IN PREFERENCE TO THE SCALED 450x450mm cast Iron cover
DIMENSIONS.
2. ALL WALLS TO BE REINFORCED WITH HOOP IRON AT EERY ALTERNATE COURSE cast Iron cover (56LBWT)
3. ALL REINFORCED CONCRETE WORK IS TO BE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S DETAILS.
4. ALL SANITARY WORK TO BE IN ACCORDANCE WITH M.O.H RULES AND REGULATIONS.
(56LBWT) determined by slope of grad.,fall & length of drain
5. WHERE DRAINS PASSES UNDER THE BUILDING OR DRIVE WAY AREA , PIPE TO BE OF CAST IRON OR ENCASED IN 150mm

PROPOSED
OF CONCRETE.
6. ALL WASTE PIPES AND SOIL PIPES ARE TO BE IN DUCTS AND THE BENDS TO HAVE THE CLEANING EYES ACCESSIBLE 810
FROM OUTSIDE.
7. ALL WINDOWS AND EXTERNAL GLAZED DOORS TO HAVE BURGLAR PROOFINGS TO THE ARCHITECTS DETAILS.
8. ALL DOOR FRAMED TO BE REBATED AND MOULDED AND BE FULL WIDTH OF WALL WITH MOULDED ARCHITRAVES TO
IC
BUILDING
DETAIL. PROVIDE RUBBER STOPS TO ALL DOORS
g/l I.C I.C I.C I.C g/l

150
9.ALL INTERNAL PLASTER TO BE TWO COATS AND FINISHED WITH STEEL FLOAT.
10. ALL MANHOLES WITH IN THE BUILDING AREA, DRIVEWAY AND PARKING TO HAVE HEAVY DUTY AIR TIGHT CIVERS AND
DOUBLE SEALED.
3,920
11. PROVIDE G1 150*100mm WATER PIPES AND 125*100mm RAIN GUTTER WITH BRACKETS.
150

150
12.ALL PAINTING TO BE 3 COATS.
13. SPLASH APRONE OF 500mm ALOND THE PERIMETER OF THEBUILDING.
to soak pit

75
14. SAMPLES OF FIITINGS , MATERIALS etc TO BE PRODUCED AND APPROVED BEFORE COMENCING WORK.
15. ALL WINDOWS HAVE PRECAST CONCRETE SILLS BUILT IN THE WALL.

P
17. TIMBER TRUSSES TO BE PAINTED WITH BURNT OIL TO PROTECT THEM FROM TERMITES.

150
18. THESE ARCHITECTURAL DRAWINGS TO BE READ IN CONJUCTION WITHTHE STRUCTURAL DRAWINGS,ELECTRICAL,
MECHANICAL DRAWINGS, BILLLS OF QUANTITY AND THE TECHNICAL SPECIFICATIONS.
( ANY DISCIPANCY SHALL BE REPORTED IMMEDIATELY TO THEARCHITECT)
810 Working Level
IC
150

100
150mm thick concrete

U
16,000
base 1:3: 6
4,782
450
1,923

15,000

R
MH

218

150mm thick concrete

SEPTIC
TANK
precast r.c base 1:3: 6
E-01 1:100 conc. baffle 150 230 S T 230
865
E-04 1:100 MH
at inlet 150

599
LONGITUDINAL SECTION THROUGH SEPTIC TANK

SOAK
PIT
1,245

SIZES AND CAPACITY OF SEPTIC TANK

Septic Tank Soak pit

7,128

7,174
Paved
Compound No. of U V
P O R S T Diameter Eff. Depth Capacity,L
users

600 1000 1500 3000 2700

4,726
6 350 350 450 1200 900
E-03
15 495 655 2400 1200 1250 1200 1830 3500 5400
10,204 500

60 495 1250 2400 3000 5400 27000

2,663 7,540 600 655 4950 2400
Entrance

225 225 225 225

2,438 2,290 4,576

15
15
11,500 NB: Assumed 45.46 litres/person/24hrs & absorption rate of average soil (22.73) per 300

3,000
2,663 3,994 1,997 1,543 run percolation trench lengths subject to site soil formation

Access Road
W1
225
717

1,355

MASTER BEDROOM
1,829

BATHROOM
590

W3

SITE LAYOUT DOOR AND WINDOW SCHEDULE

502

D4 SCALE : 1:100
225

Item No. Width Height Remarks

1,996

4,267

4,717
W1

D1 01
1,610

1200 2100 Steel casement glazed door

KITCHEN

D2 03 900 2100 Wooden panelled door

S-04 D3 01 900 2100 Steel casement door
D2

1,359
DINNIG

D4 01 800 2100 Wooden flash door

1,996
4,797

W1

225
E-04

D3
10,429

10,429
966

W1 05 2000 1500 Steel casement glazed windows

E-02

BEDROOM
DOWN

W2 04 1500 1500 Steel casement glazed windows

8,600

5
D2

1,500

3,505
2,152

W2

4
3,730

Steel Casement glazed window

4G x 280
5R x 160

RE 3
W3 01 600 600
225

1
UP
1,265
D2

VENTILATOR SHEDULE
225
1,993
3,128

No. Width Height

W1

Remarks
386

W2 Location
5

S-04 W1 05 2000 300 Louvered Steel casement

1,756
1,200

1,981

LIVING ROOM
DOWN
D1

5R x 160
UP

4G x 330

W2 04 1500 300 Louvered Steel casement

827

W3 01 600 300 Louvered Steel casement

396
225

225

W1

373
1,702 1,997 1,702 750 1,500 802 850 526

225 225 225 225

4,953 3,052 1,299

5,403 3,052 1,749

PROJECT; PROPOSED
10,204
SCALE: 1:..... REVISED BY: RESIDENTIAL BUILDINGS DRAWING NO: 1
E-01
DATE: 18/03/2024 ON PLOT NO............BLOCK
GROUND PLAN 1:100 NO............

CLIENT: CLIENT'S SIGNATURE: DRAFTED BY: SSENKAATUUKA ARCHITECT:

MARK

21/U/VTD/367/GV