21.

070

NOTES
1. GENERAL
3.040 8.100 6.100 3.830 1.1 This drawing is not to be scaled, used figured
dimensions only. All dimensions and heights to be
checked and verified before any work commences
on site and discrepancies shall be reported to
the architect immediatly. All levels, heights of plints
depth of excavations and number of steps to be
finally checked by the contracter on site.
3.040 8.100 4.000 2.100 2.730 1.100 1.2 The site to be treated in accordance with S.A.B.S.
code of practise no. 0124-1977 with "sheldrite"
termite-prufe soil poisoner.
1.3 Top of foundations to be a minimum of 300mm
below natural ground level.
1.4 Backfill to foundations.
3.043 4.045 0.115 7.144 0.800 5.927 1.5 Top of 75mm concrete surface bed to be on a
minimum of 150mm above finished ground level.
SLAB 1.6 75mm thick concrete surface bed to be on
"GUNPLAS" USB green damp proof membrane on
sand blinding on well compacted fill.
1.7 "GUNDLE" brickgrip S.A.B.S. embossed D.P.C.
375 mic under all walls window sills and at
changes in floor levels.
1.8 Stormwater shall be removed from dwelling yard
and site
1.9 Electrical installation shall have a "HEINEMANN"

0.230
roof structure to EGN. earth leakage system in the distribution board.
1.10 All building work to be carried out in accordance
with local authorities building by-laws and regulations
2 FOUNDATIONS
2.1 All foundations, foundation walls , structural
0.230

0.870
concrete work, and soil stormwater drainage to
civil engineer's detail
2.2 All soil conpaction to civil engineer's detail.

BEDROOM
3 FLOORS
2.600

3.1. pre-cast concrete slab to SUPER SLABS engineer's

3.200

3.200
0.230
3.2 50 mm cement screed to floors to SUPERSLABS
3.3 25mm plastered cement skirting to detail.
4.270

SCULLER 4 WALLS
4.1 EXTERIOR WALLS-150mm wide CONCOR MAXI BLOCK
0.115

with DPC & brickforce every 6 courses.

Y

1.870
INTERNAL WALLS- 100mm wide CONCOR MAXI BLOCKS
4.2 Window sills built in with GUNDLE brickgrip DPC.
4.3 All paintwork to comply with manufacturers
specification with necessary undercoats.
4.4. External - smooth WOOD FLOATED plaster OR bagged
6.900

1.096

finished to MIX : SEMEX : CEMENT : clean RED MUD.

roof structure to EGN. Internal -STEEL FLOATED plaster and paint on primer.

0.230
6 WINDOWS AND DOORS
6.1 windows - PURPOSE-MADE to window schedule
6.2 external doors- TIMBER/STEEL to schedule
SLAB
0.230

0.230
6.3 internal doors -standard semi-solid to schedule
roof structure to EGN.
7 DRAINAGE NOTES
7.1 100 dia U.P.V.C. sewer pipe drain with a minimum
fall of 1:60

A A 7.2 100 dia O.V.P. at head of sewer drain pipe as

2.630

KITCHEN shown
7.3 Rodding eyes (R.E.'s) at head of drain .At all
2.629

changes of direction and at a maximum of

roof structure to EGN. 25,000 intervals
MAIN

6.260

6.260
7.4. Inspection eyes (I.E.'s) at all junctions of drain,and
to have marked covers at ground level.

BEDROOM

5.800
BEDROOM 7.5. Drain pipes under buildings to be encased in
minimum of 100mm concrete.
7.6 All waste fittings to have 65mm re-seal traps.
5.128
All waste pipes to be accesable over entire length
for cleaning and repairs.
0.230

7.7 All waste pipes under floor slab to be sleeved.

7.8. All soil fittings with a vertical discharge greater
than 1 220 to antisyphon ventpipes (A.S.V.P.s').
16.200

16.200
7.9. Rainwater (R.W.P.'s) to discharge a minimum of
2440 from any open open gulley.
7.10All drainage work to be carried out in accordance
with local authoraties drainage by-laws and
2.270

regulations

8 REGULATIONS
8.1 Made to detail using 2mm steel for main structure

0.230
0.230

0.230
FAMILY ROOM

DOUBLE GARAGE DINING

7.600

7.600

10mm lower screed

fire wall

fire wall

BEDROOM

3.900

4.245
4.640

RC concrete beam
SLAB

6.740
0.230
4800mm ROLL UP DOOR

1.070
1.700 0.230

2.495
1.300
1.700

GROUND FLOOR PLAN

1.540
SCALE 1:100
0.400

0.230 5.740 0.230 4.702 0.230 3.348 0.230 3.700 0.230 2.200 0.230

0.407 5.963 0.230 4.931 2.575 0.774 4.160 2.430

roof tiles laid on 38x38mm brandering
over 144x38mm prefabricated roof
14.880 6.590 trusses

21.070
Rc concrete slab

1.432

4.132
3.771

2.897
plaster & paint plaster & paint

2.700
2.550
BEDROOM MAIN
KITCHEN BEDROOM

75mm surface bed

ngl

roof tiles laid on 38x38mm brandering well compacted soil

roof tiles laid on 38x38mm brandering 690x230 690x230
over 144x38mm prefabricated roof treated with termite 690x230 690x230
trusses over 144x38mm prefabricated roof
SECTION A-A
poison
12° trusses
12° roof angle
roof angle 12°
Scale 1:100
12° roof angle
roof angle
braai
1.351

1.351

RC concrete beam

1.434

1.434
1.734
plaster & paint
0.170

brick corbbelling RC concrete beam

plaster & paint
0.300
4.059

plaster & paint 2

2800mm plaster & paint

2.700
2.707

0.300
brick corbbelling
aluminium sliding plaster & paint 2
2.530
2.408

door

2.540
2.240
PATIO

2.240
floor level floor level
ngl

floor level
ngl ngl
FRONT ELEVATIONS
Scale 1;100

roof tiles laid on 38x38mm brandering roof tiles laid on 38x38mm brandering
over 144x38mm prefabricated roof over 144x38mm prefabricated roof
trusses trusses CLIENT ARCHITECT

12°
roof angle AMENDMENTS WYSIGINGS
12°
12° roof angle
12° roof angle INITIALS
NO. DESCRIPTION DATE
roof angle VOORLETTERS
DATUM

braai plaster & paint B

plaster & paint C

0.300
0.280

brick corbbelling
CLIENT/KLIENT
2.700

plaster & paint

2.400

plaster & paint

2.420

plaster & paint plaster & paint

floor level
floor level floor level
ngl LOMAPHIKI DRAUGHTING
ngl ngl CONTACT :066 034 1601
E-MAIL :lomaphiki@gmail,com
ngl

PROJECT/PROJEK
BACK ELEVATIONS SIDE ELEVATIONS
Scale 1;100 Scale 1;100 Proposed New MSHOLOZI
on stand no:

DRAWING.

DATE/DATUM DRAWN SCALE/SKAAL ISSUED/

GETEKEN UITGEREIK
1:100
MXOLISI
07/22 SIGUDHLA

PROJECT NO. DRAWING NO.

TEKENING NO.
PROJEK NO.
NO 17-22 101

GSPublisherVersion 0.50.100.100