Copyright Reserved Notes:
2000L SEPTIC TANK, as manufactured by JoJo Tanks, position of tank to be verified on site. Tank to be built in to manuf. detail
All building work to be carried out in acoordance with the national building regulations. This drawing is not to be scaled. Any discrepencies to be reported to the architect without delay. All dimensions, levels, steps and heights to be checked by the contractor on site prior to construction. The site to be treated in accordance with SABS code of practice 0124-1977 for soil treatment. Top of foundation to be min 400 mm below natural ground level unless otherwise stated. Top of concrete surface bed to be min. 150 mm above natural ground level. Lintols to be provided to all openings. All DPC to be SABS 298. Glazing to SABS 0137 and 1263. Windows to be min. 10% of floor area. Ventilation to be min. 5% of floor area. All waste pipes to be 40 mm UPVC.
27370 8620
18750
2833
460
2832
460
IE
CE
460
5000
460
2000
230
4230
230 1000
460
new 110mm ø PVC SP at min 1:40 fall
CE
IE
CE
B
OPEN TIMBER DECK
2340
13610
6255
down
pool outflow to be canalized into storm water system
2340
460
6715
1500
7045
Drainage Notes:
0,170 4960
230 230 600
3150
4860 230
600
3450 4030 115
7260
9030
3500
230
DRIVEWAY 50mm beveled brick paving
2000 230
66m² 28m² 56m² 39m² 99m² 6m² 41m²
F11
4285
4745 9360
B 1915
100øsp
230
115 1800
WHB-50øwp
100ø W1 PVC S/S
0,000
W1
W1
50mm beveled brick paving
100ø PVC S/S with VV in wall chase
in 1 :40 fal
ENTRANCE non-slip tiles
BTH50øwp
WC- WHB-50øwp SH-50øwp 100øsp
2100
G
100ø PVC S/S
W4
KITCHEN YARD
D6
BATH 1 F9 tiles WC-
1685
SINK-50øwp
W4
BATH 2 tiles F10
719m²
PROPOSED NEW RESIDENCE FOR MR & MRS ON ERF 234 , LEEUFONTEIN No. 299JR
230
2600
W4 D3
192m² Total: 192m²
TOTAL GROSS BUILDING AREA: D6
600
800
1630 1085 230
PREP50øwp
SCULLERY tiles F5
FIRST FLOOR: House
D6
150 L geyser in ceiling D6
WM-50øwp
KITCHEN tiles F4
D2
BED 1 F8 tiles
BED 2 F7 tiles
950 115
0,340
2.1m high screen wall with pedestrian gate
DRIVEWAY 50mm beveled brick paving
new 110mm ø PVC SP at min 1:40 fall IE
LOUNGE F6 tiles
F3
115
Revision Schedule Rev
Date
Description
600
0,000
AD5
Pa tm
0,000
B
3220
3485 230
DININ G tiles
0,170
Automated dbl garage door
AD5
AD1
CS
non-tiles
lintol over
192m²
AD7
D4
GARAGE F2 grano
lintol over
PV
WHB-50øwp
115
Total: 527m²
2500
COVERED TIMBER DECK F12
fire wall
2530
KOI POND to detail by specialist
lintol over
lintol over AD1
5540
under counter hot water pump on timer
600
UP
230
W2
Handrail: min 1m high & 100mm apart to comply with SANS 10400-M:2011
W2
600 3 2 1
Automated double & single garage door
SH-50øwp
2800
0,170
F1
2.1m high screen wall with pedestrian gate
230
OPEN TIMBER DECK E2
230
2230
W2
2530
GARAGE H1 7 grano
100ø PVC S/S
WC-100øsp
50øwp
1370
2770 new 110mm ø PVC SP at min 1:40 fall
TIMBER BRIDGE
0,170
new 110mm ø PVC SP at min 1:40 fall
IE
KOI POND to detail by specialist
600
230
100ø PVC S/S
W4
16135 230
100ø stack from above
new 110 mm ø
BATH tiles S2
W1
IE
230
600 230230
115
WC-100øsp
153
UP
GUEST WC H4 tiles WHB-
D4
D4
SERVANTS ROOM S1 tiles
1 2
W4
W4
S3
GEZE - maxi kitchen unit
50/L round geyser in ceiling
2915
600
W3
sink-50 øwp
tiles
5540
tiles
100ø PVC S/S
LAUNDRY H16 tiles
D6
H1
0,170
2.1m high screen wall with pedestrian gate
230 230
1715 1600
IE
D6
100ø PVC S/S with VV in wall chase
fire wall
WC-100øsp WHB-50øwp TOILET D4
W1
1200 115
W/M-50øwp
D/W-50øwp
230
115
0,340
230
IE
230
230 1740
SCULLERY H15 tiles
ENTRANCE non-slip tiles
COURT YARD E1
CE
0,340
sink-50 øwp
0,170
B
230
IE
W9
prep-50øwp
100ø PVC S/S 100ø stack from above W4
D5
D4
W6
2230
230
600 2390
W2
KITCHEN H13 tiles
150 L geyser in ceiling
GARDEN STORE S4 grano
230
GROSS BUILDING AREA: GROUND FLOOR: Main House House Lapa Area Convered Entrance Garage Outbuilding Flat House Convered Entrance Garage
D1
1740
2760
PANTRY tiles H14
G
W1
new 110mm ø PVC SP at min 1:40 fall
4990
CE
KITCHEN YARD 0,000 H1 8 50mm beveled brick paving
W3
8500
600 600 600 230
CE
STORE ROOM S5 grano
0,340
1920
460
STUDY H3 tiles
RECEPTION tiles H2
600
1285
LOUNGE H5 tiles
2030
115600
1.5m high screen wall to detail
D5
1200 115
1800
AD1
2200
2258
2258
685 230
CE
1.2m high wall
Stainless steel handrail: min 1m high & 100mm apart to comply with SANS 10400-M:2011 Stairs: treads min 250mm & rises max 200mm
IE IE
pedestrian gate
lintol over lintol over
1400
DINING ROOM H12 tiles
FIRE PLACE
STAIRS
REINFORCED CONCRETE WORK SHALL BE IN STRICT ACCORDANCE WITH SECTIONS 702, 703 AND 704 OF THE STANDARD SPECIFICATIONS. ALL EXCAVATIONS FOR BASES AND FOOTINGS MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. REINFORCEMENT AND FORMWORK MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. CONCRETE COVER SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. CONCRETE FINISH SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS.
AD4
W1 100ø stack
D3
115 1000 230
460 600
1000 230
READING AREA H10 tiles
D4
H11 new 110mm ø PVC SP at min 1:40 fall
5655
58 885
D6
WC-100øsp
WHB50øwp
1200
WC H9
230
1780
230
2.1m high screen wall with pedestrian gate
1710
lintol over
260 2570
MINIMUM PIPE DIAMETER TO BE 450mm. MINIMUM FALL TO BE 1:150. PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE LAYING OF ANY PIPES. CLEAN EXISTING STORMW ATER INLETS AND REPAIR WHERE NECESSARY.(IF APPLICABLE)
REINFORCED CONCRETE Notes:
W8
WINE STORE H8 tiles
230
24250
AD3
STORMWATER Notes:
down
1470
115 1150 230 1000 230
AD7
IE
4260
230 1200 230
1890
AD7
from above
5180
230 3270 230 830
BAR
prep-50øwp
100ø PVC S/S
8800
FAMILY ROOM H6 tiles 0,340
new 110mm ø PVC SP at min 1:40 fall
230
6355
POOL SAFETY TO COMPLY WITH SANS 10400 - D:2011
AD1
0,340
10270
7430
LAPA H7 tiles
230
POOL
lintol over
715 115
7000
0,170 line of slab above
under counter hot water pump
7000Lx 3000W 1,2 - 1,8 Deep
OPEN TIMBER DECK E2
2800
AD2
All soil pipes to be ∅ 110 mm UPVC All waste pipes to be ∅40 mm UPVC. No PVC pipes in floors. R.E.'s to heads of drains and to bends 45° or greater. C.E. every 25m C.E. within 1.5m from drain connection. C.E. in brances exceeding 3m in lengths. I.E.'s to all bends and junctions with marked covers at ground level. Brass shower traps. All drainage to comply with local municipality regulations. All waste and soil pipes to be concealed in ducts. All sol pipes under buildings to be enclosed in min. 150 mm concrete. Enclosed soil pipes to be free from foundations.
5650
Overflow Pool by specialist
AD8
2085
AD8
600
lintol over
2200
600
lintol over
3000
new 110mm ø PVC SP at min 1:40 fall IE
CE
IE
IE
CE
CE
1800 230 230
2500 1683
230 1170 115
2102
230 230
4360
230 2800 2800
460
115 3685
6095 115 1000 115
230 3095
7550
460
8470
5220 4990 4990
27540
1
230
230 460
2000 2000 2920
230 460
1200 115
2915 4000 4000
230 460
5500 5040 5960
230 460
1500 1500 1960
230
3055
115
1600
230
2300
1885
230
115 800
2800
115
2900
230
460 4770
2300
6275
600
21865
01 GROUND FLOOR 1 : 100
AREAS: Area 66 m²
Area 192 m²
Area 38 m²
Area 28 m²
Area 56 m²
Area 99 m²
Project:
Area 41 m² Area 6 m²
/
GROUND FLOOR 1:500
Area 199 m²
FIRST FLOOR 1:500
Drawing Description: GROUND FLOOR PLAN Scale: As indicated Project Number: 108
Date: / Sheet Number: CB-H108-02
Rev. Number: /