Ground Floor Plan - Dogon Group
1
3m Building Line R.O.W Servitude. 1:100 Year Flood Line. 1:50 Year Flood Line. Site Boundary 24.730m Erf 227 361 Park Site Boundary 23.430m Site Boundary 11.930m Ptn 6/228 Site Boundary 15.760m Ptn 5/228 Site Boundary 23.240m Portion 3 Of Erf 228 3m Building Line 3m Building Line 3m Building Line R.O.W Servitude. R.O.W Servitude. R.O.W Servitude. 1:100 Year Flood Line. 1:50 Year Flood Line. Fridge Breakfast Nook Double Garage Power float finish. (6,0x5,9) Entrance Tiles. (2,6x5,1) High level window Work Bench Counter whb. wc 8 7 6 4 3 5 2 1 9 10 Stairs Up. TV Drop in gas fireplace to floating conc shelf Covered Terrace Tiles. (4,7x5,1) TV Formal Lounge Tiles. (5,2x4,0) Family Lounge Tiles. (6,0x4,5) Scullery Tiles. (2,5x3,6) Gas Braai by Specialist. Fire Wall Fire Rated Door Fire Wall whb wc Dining Tiles. (4,1x3,1) Kitchen Tiles. (3,4x4,2) td dw wm Gas Stove pb Open Patio Conc Pavers (4,3x2.0) Conc pavers with stone pebbles for soft landscaping DRY ROCK PACKING By Specialist. (2,5x7,0) Pool S/Bath Tiles. (2,9x1,1) Line Of Structure above Entry Porch Conc Pavers. Line Of Structure above A A Visitors Parking Bay Cobbling. (Driveway) Driveway shower 2,1m High Screen wall Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Guest Toilet Tiles. Portion 4 Of Erf 228 610sqm Storage Sink ST. Desk B.I.C Staffroom Tiles. (4,5x3,0) 500mm High Displag Ledge Bulkhead above to later det. Line Of Structure above 950mm High Server. Timber Decking. (3,2x5,1) Sun Deck - Open Terrace Paving. (1,6x4,6) Yard Line Of Structure above Gate. Gate. Line Of Structure above 0D01 0W02 0W01 0W07 0W03 0W04 0W05 0W06 0W08 0W09 0W10 0W12 0W15 0W18 0G01 0G02 0D02 0D03 0D04 0D06 0D05 0D07 0W11 0W13 0W14 0W16 0W16 0W17 0G02 Line Of Structure above 1030 1030 1 2 3 4 5 6 600 A 4340 B 1430 C 3680 D 510 E F A B C D E F 600 4340 1430 3680 510 500 4460 1500 2630 5960 1 2 3 4 5 6 500 4460 1500 2630 5960 7 7 4670 G G 4670 750 H H 750 230 2470 150 600 150 230 3630 230 4200 230 7110 340 4150 110 230 5910 230 5400 230 2890 340 3000 110 1100 230 1870 110 2210 230 5910 340 1200 230 1000 5250 7320 230 2930 700 230 1200 230 6250 7320 230 3630 230 150 3750 230 3000 110 1100 230 3590 230 600 5910 340 1880 2100 2270 340 1090 905 235 1500 240 590 600 470 900 395 1200 625 4780 3970 6590 230 500 230 2520 110 2500 1000 2230 230 1010 3420 1920 110 1100 2600 230 230 1085 230 3020 110 5730 5730 230 410 230 10160 230 4500 230 1085 230 340 4390 230 9860 230 300 230 5730 230 2900 230 4750 3210 300 2500 230 730 2700 2300 1880 900 340 110 2820 500 2700 1320 230 1050 340 2120 2500 600 1700 1620 4750 3210 300 2500 230 230 500 2700 1550 2010 230 500 1440 230 900 710 230 1200 500 230 2700 3330 3560 600 450 600 1180 2400 730 565 3000 565 830 450 3680 4960 4130 730 3580 1650 300 5730 230 4130 230 4730 1200 8480 8180 230 500 1800 230 1100 230 2140 230 1810 460 3640 230 2630 2140 340 925 295 230 1085 230 6000 230 1200 1430 230 1100 230 5200 230 2410 230 7770 230 185 900 2630 230 1100 230 450 230 3840 230 450 230 2410 230 230 2410 230 460 330 4880 330 460 450 980 1200 230 800 300 230 450 230 3840 230 450 230 680 4300 980 800 230 2630 460 5540 460 1200 6460 10410 3120 600 150 340 13570 1430 600 340 2100 230 1440 340 5110 340 4500 230 110 340 4500 340 340 1440 230 230 2100 230 4000 340 4510 340 4500 340 340 450 230 3140 230 450 600 4510 340 3770 230 230 710 480 3550 450 340 4510 940 450 3600 790 150 600 2770 230 3750 230 4340 600 390 4720 4720 340 4500 340 4510 940 4840 230 4515 4860 4260 3000 7450 300 7000 300 7610 230 4570 3115 230 730 900 3000 AREA SCHEDULE: HOUSE C Portion 4 SITE AREA: 610.00 m² GROUND FLOOR: GROUND FLOOR AREA 133.16 m² COVERED TERRACE 30.96 m² COVERED PATIO 03.90 m² ENT. CANOPY 01.74 m² GARAGE 44.16 m² STAFF 20.28 m² SUB-TOTAL 234.20 m² FIRST FLOOR: FIRST FLOOR AREA 191.96 m² COVERED BALCONY 11.79 m² SUB-TOTAL 203.75 m² TOTAL 437.95 m² DOUBLE VOLUME 13.06 m² OPEN PATIO 09.02 m² SUN DECK OPEN TERRACE 10.07 m² OPEN BALCONIES 09.33 m² YARD AREA 07.03 m² POOL 17.25 m² ACTUAL REQ./ ALLOWED FAR 0.72 (437,95 m²) 0.8 (488m²) COVERAGE 38,4%(234.20m²) 40%(244m²) HEIGHT 2 STORIES 2 STORIES Fbo. LOWER R.C. ROOF SLAB Fbo. Fbo. LOWER R.C. ROOF SLAB TO ENG. DET./ SPEC. Fbo. Brushed S/Steel Balustrade @Min. 1000mm above ffl. A A Fbo. Brushed S/Steel Balustrade @Min. 1000mm above ffl. Fbo. Fbo. LOWER R.C. ROOF SLAB TO ENG. DET./ SPEC. Balcony Below Tiles. (T.O.C; +2,975) LOWER R.C. ROOF SLAB (T.O.C; +5,375) Fbo. Fbo. Balcony Below Tiles. (T.O.C; +2,975) LOWER R.C. ROOF SLAB (T.O.C; +3,060) Skylight to Det By Spec. 0SK02 Skylight to Det By Spec. 0SK01 Skylight to Det By Spec. 0SK03 Fbo. Fbo. Fbo. Fbo. Fbo. Fbo. 5065 150 1700 150 3050 150 600 150 2000 800 1900 150 1800 150 1815 2100 900 4055 150 500 150 800 150 1800 150 820 150 500 150 760 2100 700 2000 2000 700 Fbo. Fbo. Fbo. Fbo. SOLAR GEYSER. GEYSERS HOUSED IN ROOF SPACE SOLAR PANELS TO BE BY SPECIALIST. R.C. ROOF SLAB TO ENG. DET./ SPEC. DERBIGUM SP4 WATERPROOFING TORCH-FUSED ON SCREED TO MIN. 1:100 FALL TO MIN. 100mmØ FULLBORE OUTLETS AS INDICATED TO ENG. DET, WITH BROWN STONE CHIP ON 20 mm ISOBOARD INSULATION TO BE PRICED AS OPTIONAL EXTRA. (T.O.C; +6,120) (T.O.C; +6,120) R.C. ROOF SLAB TO ENG. DET./ SPEC. Derbigum SP4 Waterproofing Torch-fused on screed to Eng. Det. (T.O.C; +6,035) 1030 1030 1 2 3 4 5 6 600 A 4340 B 1430 C 3680 D 510 E F A B C D E F 600 4340 1430 3680 510 500 4460 1500 2630 5960 1 2 3 4 5 6 500 4460 1500 2630 5960 7 7 4670 G G 4670 750 H H 750 (T.O.C; +2,975) (T.O.C; +2,975) (T.O.C; +2,975) 1200 3000 3000 4260 10410 1200 4260 1000 ALL WORK TO COMPLY WITH N.B.R. ALL DIMENSIONS & LEVELS TO BE CHECKED ON SITE AND VERIFIED WITH THE ARCHITECT PRIOR TO COMMENCING OF ANY WORK. ANY DESCREPANCIES TO BE CONFIRMED WITH THE ARCHITECT / TECHNOLOGIST PRIOR TO COMMENCING OF ANY BUILDING WORK. DO NOT SCALE OFF DRAWINGS BUT WORK FROM FIGURED DIMENSIONS ONLY. NO PART OF ANY STRUCTURE TO ENCROACH ANY BOUNDARY LINE. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS. THIS PLAN IS PROTECTED BY COPYRIGHT & REMAINS THE PROPERTY OF THE REGISTERED ARCHITECT/TECHNOLOGIST AS APPOINTED. Pro j ec t : D e s c r i p t i on: Erf D at Dra Sca Dra : e: wn By: le: wing No: Re v. e Cod CONSTRUCTION NOTES REV: DESCRIPTION: DATE: 1: 100 C REV: DESCRIPTION: DATE: - - Ground Floor Plan Scale 1:100. - 1. FOOTINGS: 1.1 All Ext. Load Bearing Walls on Mass Concrete Strip Ftngs.to be in Accordance with Eng. Det. Specification Respectively. 1.2 All 115mm Int. Load Bearing Wall Slabs to be thickened to Eng. Specification Beneath. 1.3 Mass Concrete Mix Ratios to Eng. Spec. 1.4 Retaining Walls & Ftngs by Engineer's Detail Drawings. 2. FLOORS: 2.1 All Flooring to Later spec. on Min.170mm Thick mass conc. slab on "Gunplas USB Green" DPM on 50mm min. Blinding on Hardcore. 2.2 Hardcore @150mm layers compacted approved Fill material with insecticide to Eng. Spec. 2.3 All Road & Parking Areas Sufficiently Compacted For Heavy-Duty Resistance & Treated accordingly to Eng. Det. & Specification. 2.2 All Structural floor Slabs by Engineer's Spec & Detail. 2.3 All Finishes to have Sample Approved on Site to Set Finishing Standard before any Work Commences. 3. BRICKWORK: 3.1 Always "Wet' Bricks Sufficiently before any Masonry Commences and or During Construction. 3.2 Parapet Heights as per Arch. Design by Eng. Det. 3.3 Imperial Facebrick (to Spec) works to be in Stretcher bond - unless Otherwise specified 3.4 DPC for all Walls to Slab, to Window, to Lintel & to Steel. 3.5 Damp proof course to be min 150 mm above NGL. 4. LINTOLS: 4.1 Max. span 3000mm, precast to approval. Greater spans to be in R/c. to Eng. Det. 4.2 Precast lintols to extend min 230 mm beyond either Side of openings. 4.3 All Lintols to be laid in Accordance with Manufacturers Spec. 5. PLASTER: 5.1 New Ext. Walls to be Pigment (to Spec) Scratch Plaster with One Coat, & Int. Steel Toweled to a smooth Finish. 6. WEEPHOLES: 6.1 Weepholes every 4th Perpend & or to Civil's Eng. Det. 7. FIREBRICKS: 7.1 To be Provided as per Spec. 8. WINDOWS: 8.1 All glazing to comply with part 'n' sabs 0400. 8.2 Manufacturer to Confirm Finished Floor Levels and Measure all Openings Sizes on site Before any Manufacture Commences. 8.2 As per Spec & Schedules to Arch Approval. 8.3 Area of glass Min. 10% of floor area & half openable. 8.4 Glazing in excess of one sq metre or within 300 mm above floor level to be in safety glass. 9. CEILINGS: 9.1 Suspended Ceilings by spec. to Arch Det. 9.2 Formwork Panels Layout to be Adequately Designed to Arch. Approval before Concrete is Poured. 10. MAIN ROOF CONSTRUCTION: 10.1 Min 170mm R/C Roof Slabs by Engineer's Detail & Drawings as per Arch Design. 10.2 Slab Thickening (Plinths) to be introduced for A/c Services on Roof Slabs to Eng. Det. 10.3 A/c Specialist to Provide Adequate Plinths Size to Eng. Slab Design Spec. before Construction. 11. RAINWATER GOODS: 11.1 110 mm diam. downpipes Fibre Cement/ PVC Built into Columns Indicated on Plan, or otherwise by Eng. Det. to Arch. Approval. 12. DRAINAGE: 12.1 Exist. Invert Levels to Exist. Municipal Sewer/ Stormwater Connection point to be Determined on Site Before Commencing any new Drainage Installation on Site. 12.2 All falls to be worked out Accordingly (Min 1:60 falls) & any Discrepancies to be Relayed with Arch./ Eng. before any work Commences on site. 12.3 Gully rims to be not less than 150mm above finished surrounding GFL & not more than 150mm below the crown of the lowest trap of any sanitary fixture. 12.4 No Drainage to be covered until checked by a Local Authority Inspector on Site. 12.5 Drainage within driveways or under building to be adequately protected from Load. 12.6 Drainage less than 300 mm cover to be adequately protected. 13. BALUSTRADE: 1000mm Affl hight. 13.1 50x10mm Brushed S/Steel balustrade Handrail by Specialist. Horizontal rails spaced @ 100mm c/c. Vertical rails(stantions) @ approx. 2500mm c/c. Stantions are Side Welded to 100x100x10mm Brushed S/Steel. Base Plate Side Fixed with 4no Expansion Bolts. 14. FIREPLACE & BRAAI: 14.1 Internal fireplace to spec. 14.2 External wood braai to spec. Sept 2016 AST-HC.228.2016.201.C Ground Plan & Roof Plan Development - ASTON ROAD 228 SANDOWN EXT 24 Portion 4 Erf 228 Sandown Ext 24 PTZ tel 011 656 1690 fax 011 656 4859 www.gwarch.co.za - Roof Plan Scale 1:100. 5 Plymouth St, Woodmead, Sandton PO Box 139 Rivonia 2128
Transcript of Ground Floor Plan - Dogon Group
3m Building Line
R.O.W
Servitud
e.
1:100 Year Flood Line.
1:50 Year Flood Line.
Site Bo
unda
ry 24.730m
Erf 227
361 Park
Site Boundary 23.430m
Site Bo
unda
ry 11.930m
Ptn 6/228
Site Bo
unda
ry 15.760m
Ptn 5/228
Site Boundary 23.240m
Portion 3 Of Erf 228
3m Build
ing Line
3m Build
ing Line
3m Building Line
R.O.W
Servitud
e.
R.O.W
Servitud
e.
R.O.W
Servitud
e.
1:100 Year Flood Line. 1:50 Year Flood Line.
Fridge
Breakfast Nook
Do
uble
Ga
rag
ePo
we
r floa
t finish.(6,0x5,9)
EntranceTiles.(2,6x5,1)
High level window
Wo
rk Benc
h Counter
whb.
wc
87643 521 9 10
Stairs Up.
TV
Dro
p in g
as firep
lace to
floa
ting c
onc shelf
Co
vere
d Te
rrac
eTiles.(4,7x5,1)
TV
Form
al Lo
unge
Tiles.(5,2x4,0)
Fam
ily Loung
eTiles.(6,0x4,5)
Sculle
ryTiles.(2,5x3,6)
Ga
s Braa
i by
Spe
cialist.
Fire Wall
Fire Rate
d D
oor
Fire Wall
whb
wc
Dining
Tiles.(4,1x3,1)
Kitche
nTiles.(3,4x4,2)
td
dw
wm
Ga
s Stove
pb
Op
en Pa
tioC
onc Pave
rs(4,3x2.0)
Co
nc p
avers w
ithsto
ne p
ebb
les forsoft la
ndsc
ap
ing
DRY ROCK PACKING
By Spe
cia
list.(2,5x7,0)
Poo
l
S/Bath
Tiles.(2,9x1,1)
Line O
f Structurea
bo
ve
Entry Porc
hC
onc
Pavers.
Line O
f Structure a
bove
A
A
Visitors Pa
rking Ba
y
Co
bb
ling. (D
rivew
ay)
Drive
wa
y
show
er
2,1m High Screen wall
Bulkhead above to later det. Bulkhea
d a
bo
ve to la
ter det.
Bulkhea
d a
bo
ve to la
ter det.
Bulkhea
d a
bo
ve to la
ter det.
Bulkhea
d a
bo
ve to la
ter det.
Bulkhea
d a
bo
ve to la
ter det.
Guest ToiletTiles.
Portio
n 4 O
f Erf 228610sq
m
Stora
ge
Sink
ST.
DeskB.I.C
Staffro
om
Tiles.(4,5x3,0)
500mm
HighD
ispla
g Led
ge
Bulkhea
d a
bo
ve to la
ter det.
Line O
f Structure a
bove
950mm
HighServe
r.
Timb
er D
ecking.
(3,2x5,1)
Sun De
ck -
Op
en Te
rrac
e
Paving.
(1,6x4,6)
Yard
Line Of Structure above
Gate.
Ga
te.
Line O
f Structure a
bove
0D01
0W02
0W01
0W07
0W03
0W04
0W05
0W06
0W08
0W09
0W10
0W12
0W15
0W18
0G01
0G02
0D02
0D03
0D04
0D06
0D05
0D07
0W11
0W13
0W14
0W16
0W16 0W17
0G02
Line Of Structure above
1030
1030
12
34
56
600
A
4340
B
1430
C
3680
D
510
E F
A B C D E F
600 4340 1430 3680 510
5004460
15002630
5960
12
34
56
5004460
15002630
5960
7 7
4670
GG
4670
750
HH
750
2302470
150
600150
2303630230420023071103404150
110 230 5910 230 5400 230 2890 340
30001101100230187011022102305910340
1200
230 1000 5250 7320 230 2930 700 230
1200 230 6250 7320 230 3630 230
150
37502303000110110023035902306005910340
1880 2100 2270 340 1090 905 235 1500 240 590 600 470 900 395 1200 625
478039706590
230
5002302520
1102500
10002230
230
1010 3420
1920110
11002600
230
2301085
230
3020110
57305730
230410
23010160
2304500
2301085
230
3404390
2309860
230300
2305730
2302900
2304750
3210300
2500230
7302700
2300
1880900340 110 2820
5002700
1320230
1050340
21202500
600
17001620
47503210
3002500
230
2305002700
15502010
23050014402309007102301200
5002302700
3330
3560
600450
6001180
2400730
5653000
565830
4503680
49604130
7303580
1650
300
5730230
4130230
4730
1200
8480
8180
230500
1800230
1100230
2140230
18104603640230
2630
2140340
925295
2301085
2306000
2301200
1430230
1100230
5200230
2410230
7770
230185900
2630230
1100230450230
3840230450230
2410230
2302410
230
460330
4880330
460
450980
1200230
800300230450230
3840230450230
6804300
980800
2302630
4605540
4601200
646010410
3120
600150340135701430
600 340 2100 230 1440 340 5110 340 4500 230 110
34045003403401440230 2302100
230 4000 340 4510 340 4500 340
340450230314023045060045103403770230230
710
480
3550 450 340 4510 940 450 3600 790
150 600 2770 230
3750
230
4340
600
390 4720
4720 340 4500
340
4510 940 4840
230 4515
4860
4260 3000
7450
300 7000 300 7610 23045703115230
730 900
3000
AR
EA
SCH
ED
ULE
:H
OU
SE C
Po
rtion 4S
ITE
AR
EA
: 6
10
.00 m²
GR
OU
ND
FLOO
R:
GR
OU
ND
FLOO
R A
RE
A 1
33
.16 m²
CO
VE
RE
D TE
RR
AC
E 3
0.96 m
²C
OV
ER
ED
PA
TIO 0
3.90 m
²E
NT.
CA
NO
PY
01
.74 m²
GA
RA
GE
44
.16 m²
STA
FF 2
0.28 m
²
SU
B-T
OTA
L 2
34
.20 m²
FIR
ST F
LOO
R:
FIR
ST F
LOO
R A
RE
A 1
91
.96 m²
CO
VE
RE
D B
ALC
ON
Y 1
1.79 m
²
SU
B-T
OTA
L 2
03
.75 m²
TO
TAL
43
7.95 m
²
DO
UB
LE V
OLU
ME
13.0
6 m²
OP
EN
PA
TIO 09
.02 m
²S
UN
DE
CK
OP
EN
TE
RR
AC
E 1
0.07 m
²O
PE
N B
ALC
ON
IES
09.3
3 m²
YA
RD
AR
EA
07.0
3 m²
PO
OL
17.25 m
²
AC
TU
AL
RE
Q./ A
LLOW
ED
FA
R0
.72
(43
7,95 m
²) 0
.8 (488m
²)C
OV
ER
AG
E3
8,4
%(2
34
.20
m²) 40%
(244m²)
HE
IGH
T2
STO
RIE
S 2 ST
OR
IES
Fbo.
LOW
ER R.C.
ROO
F SLAB
Fbo.
Fbo.
LOW
ER R.C. RO
OF SLA
B TO EN
G. D
ET./ SPEC.
Fbo.
Brushed S/Ste
el Balustra
de
@M
in. 1000mm
ab
ove ffl.
A
A
Fbo.
Brushed S/Steel Balustrade@Min. 1000mm above ffl.
Fbo.
Fbo.
LOWER R.C. ROOF SLABTO ENG. DET./ SPEC.
Balc
ony Be
low
Tiles. (T.O.C
; +2
,975)
LOWER R.C. ROOF SLAB
(T.O.C; +5,375)
Fbo.
Fbo.
Balcony BelowTiles.
(T.O.C; +2,975)
LOW
ER R.C. RO
OF SLAB
(T.O.C
; +3
,060)
Skylight to
De
t By Spe
c.
0SK02
Skylight to
De
t By Spe
c.
0SK01
Skylight to
De
t By Spe
c.
0SK03
Fbo.
Fbo.
Fbo.
Fbo.
Fbo.
Fbo.
5065150
1700150
3050 150600150
2000
800
1900
1501800
1501815
2100
900
4055 150500150
800
1501800
150
820150500150
760
2100
700
2000
2000
700
Fbo.
Fbo.
Fbo.
Fbo.
SOLAR GEYSER.GEYSERS HOUSED
IN ROOF SPACE SOLA
R PA
NELS TO
BE BYSPEC
IALIST.
R.C. RO
OF SLA
B TO EN
G. D
ET./ SPEC.
DERBIG
UM
SP4 WATERPRO
OFIN
G TO
RCH
-FUSED
ON
SCREED
TOM
IN. 1:100
FALL TO M
IN. 1
00mm
Ø FULLBO
RE OUTLETS AS
IND
ICATED
TO EN
G. D
ET, WITH
BROW
N STO
NE C
HIP O
N 2
0 mm
ISOBO
ARD IN
SULA
TION
TO BE PRIC
ED AS O
PTION
AL EXTRA.
(T.O.C
; +6
,120)
(T.O.C
; +6
,120)
R.C. RO
OF SLA
B TO EN
G. D
ET./ SPEC.
De
rbig
um SP4 W
ate
rpro
ofing Torch-fused
onsc
ree
d to
Eng. Det.
(T.O.C
; +6
,035)
1030
1030
12
34
56
600
A
4340
B
1430
C
3680
D
510
E F
A B C D E F
600 4340 1430 3680 510
5004460
15002630
5960
12
34
56
5004460
15002630
5960
7 7
4670
GG
4670
750
HH
750
(T.O.C
; +2
,975)
(T.O.C
; +2
,975)
(T.O.C; +2,975)
1200
3000
30004260
104101200
4260
1000
ALL W
OR
K T
O C
OM
PLY
WITH
N.B
.R.
ALL D
IME
NSIO
NS &
LEV
ELS
TO
BE
CH
EC
KE
D O
N SITE
AN
D V
ER
IFIE
D W
ITH
TH
E A
RC
HITE
CT P
RIO
R TO
CO
MM
EN
CIN
G O
F A
NY
WO
RK
.A
NY
DE
SC
RE
PA
NC
IES
TO
BE
CO
NFIR
ME
D W
ITH
THE
AR
CH
ITE
CT
/ TE
CH
NO
LOG
IST
PR
IOR
TO C
OM
ME
NC
ING
OF
AN
Y B
UILD
ING
WO
RK
.D
O N
OT
SC
ALE
OF
F D
RA
WIN
GS B
UT W
OR
K FR
OM
FIG
UR
ED
DIM
EN
SION
S ON
LY.
NO
PA
RT
OF
AN
Y S
TR
UC
TU
RE
TO E
NC
RO
AC
H A
NY
BO
UN
DA
RY
LINE
.T
HE
AR
CH
ITE
CT
AC
CE
PT
S N
O R
ESP
ON
SIBILITY
FOR
ER
RO
RS
RE
SU
LTIN
G F
RO
M M
ISINTE
RP
RE
TATIO
N O
F THE
DR
AW
ING
S.
TH
IS P
LAN
IS P
RO
TE
CT
ED
BY
CO
PY
RIG
HT &
RE
MA
INS
TH
E P
RO
PE
RT
Y O
F T
HE
RE
GISTE
RE
DA
RC
HITE
CT
/TE
CH
NO
LOG
IST A
S A
PP
OIN
TE
D.
Pro
j ect :
De
s cri p
ti on
:
Erf
Da
t
Dra
Sca
Dra :e
:
wn
By
:
le:
win
gN
o:
Re
v.
eC
od
CO
NSTRUC
TION
NO
TES
REV:
DES
CR
IPTIO
N:
DATE:
1: 100
C
REV:
DES
CR
IPTIO
N:
DATE:
-
-
Gro
und Flo
or Pla
n Scale 1:100.
-
1. FOO
TING
S:1.1 A
ll Ext. Loa
d Be
arin
g W
alls o
n M
ass C
on
cre
te Strip
Ftngs.to b
e in A
cc
ord
an
ce
with En
g. D
et. Sp
ec
ifica
tion
Resp
ectively.1.2 A
ll 115mm
Int. Lo
ad
Bea
ring
Wa
ll Slab
s to b
e thickened
to En
g. Sp
ec
ifica
tion
Beneath.
1.3 Ma
ss Co
nc
rete
Mix Ra
tios to
Eng
. Spec.
1.4 Reta
inin
g W
alls &
Ftng
s by En
gin
ee
r's Deta
il Dra
wing
s.2. FLO
ORS:
2.1 All Flo
orin
g to
Late
r spe
c. o
n M
in.170m
m Thick m
ass conc.
slab
on
"Gun
pla
s USB G
ree
n" D
PM o
n 50m
m m
in. Blin
ding
on Ha
rdcore.
2.2 Ha
rdc
ore
@150m
m la
yers c
om
pa
cte
d a
pp
rove
d Fill m
ateria
l with
inse
ctic
ide
to En
g. Sp
ec.2.3 A
ll Roa
d &
Parkin
g A
rea
s Sufficie
ntly C
om
pa
cted
For Hea
vy-Duty
Resista
nc
e &
Trea
ted
ac
co
rdin
gly to
Eng
. De
t. & Sp
ecification.
2.2 All Struc
tural flo
or Sla
bs b
y Eng
ine
er's Sp
ec & D
etail.
2.3 All Fin
ishes to
have
Sam
ple
Ap
pro
ved
on
Site to Set Finishing
Stan
da
rd b
efo
re a
ny W
ork C
omm
ences.3. BRIC
KWO
RK:3.1 A
lwa
ys "We
t' Bricks Sufficie
ntly b
efo
re a
ny M
asonry C
omm
ences a
nd
or D
uring
Co
nstruction.
3.2 Para
pe
t He
ights a
s pe
r Arc
h. De
sign
by Eng
. Det.
3.3 Imp
eria
l Fac
eb
rick (to
Spe
c) w
orks to
be
in Stre
tcher bond
- unless O
therw
ise sp
ec
ified3.4 D
PC fo
r all W
alls to
Slab
, to W
ind
ow
, to Lin
tel &
to Steel.3.5 D
am
p p
roo
f co
urse to
be
min
150 mm
ab
ove NG
L.4. LIN
TOLS:
4.1 Ma
x. spa
n 3000m
m, p
rec
ast to
ap
pro
val. G
rea
ter spa
ns to b
e in
R/c. to
Eng
. Det.
4.2 Prec
ast lin
tols to
exte
nd
min
230 mm
be
yon
d either Sid
e of o
pe
nin
gs.
4.3 All Lin
tols to
be
laid
in A
cc
ord
an
ce
with M
an
ufacturers Sp
ec.5. PLA
STER:5.1 N
ew
Ext. Wa
lls to b
e Pig
me
nt (to
Spe
c) Sc
ratch Pla
ster w
ith On
e C
oa
t, & In
t. Stee
l Tow
ele
d to
a sm
ooth Finish.6. W
EEPHO
LES:6.1 W
ee
pho
les e
very 4th Pe
rpe
nd
& o
r to C
ivil's Eng. D
et.7. FIREBRIC
KS:7.1 To
be
Provid
ed
as p
er Sp
ec.8. W
IND
OW
S:8.1 A
ll gla
zing
to c
om
ply w
ith pa
rt 'n' sa
bs 0400.
8.2 Ma
nufa
cture
r to C
onfirm Fin
ished
Floo
r Levels an
d M
ea
sure a
ll Op
en
ing
s Sizes o
n site
Befo
re a
ny M
an
ufacture C
omm
ences.8.2 A
s pe
r Spe
c &
Sche
dule
s to A
rch Ap
prova
l.8.3 A
rea
of g
lass M
in. 10%
of flo
or a
rea
& ha
lf opena
ble.
8.4 Gla
zing
in e
xce
ss of o
ne
sq m
etre
or w
ithin 300 m
m a
bove
floo
r leve
l to b
e in
safe
ty gla
ss.9. C
EILING
S:9.1 Susp
en
de
d C
eilin
gs b
y spe
c. to
Arch D
et.9.2 Fo
rmw
ork Pa
ne
ls Layo
ut to b
e A
de
qua
tely D
esigned
to A
rch. A
pp
rova
l be
fore
Co
nc
rete
is Poured.
10. MA
IN RO
OF C
ON
STRUCTIO
N:
10.1 Min
170mm
R/C Ro
of Sla
bs b
y Eng
ine
er's D
eta
il & D
raw
ings
as p
er A
rch D
esig
n.10.2 Sla
b Thic
ken
ing
(Plinths) to
be
intro
duc
ed
for A/c Services on
Roo
f Slab
s to En
g. D
et.10.3 A
/c Sp
ec
ialist to
Provid
e A
de
qua
te Plin
ths Size to Eng.
Slab
De
sign
Spe
c. b
efo
re C
on
struction.11. RA
INW
ATER G
OO
DS:
11.1 110 mm
dia
m. d
ow
np
ipe
s Fibre
Ce
me
nt/ PVC
Built in
to C
olum
ns In
dic
ate
d o
n Pla
n, o
r othe
rwise
by Eng
. Det. to
Arc
h. Ap
pro
val.
12. DRA
INA
GE:
12.1 Exist. Inve
rt Levels to Exist. M
unic
ipa
l Sew
er/ Storm
wa
ter C
on
ne
ctio
n p
oin
t to b
e D
ete
rmin
ed
on Site Before C
om
me
nc
ing
an
y ne
w D
rain
ag
e In
stalla
tion on Site.12.2 A
ll falls to
be
wo
rked
out A
cc
ord
ing
ly (Min
1:60 falls) &
an
y Disc
rep
an
cie
s to b
e Re
laye
d w
ith Arch./ Eng.
be
fore
an
y wo
rk Co
mm
en
ce
s on site.12.3 G
ully rims to
be
no
t less tha
n 150m
m a
bove finished
surroun
din
g G
FL & n
ot m
ore
than
150mm
below
the c
row
n o
f the lo
we
st trap
of a
ny sa
nita
ry fixture.12.4 N
o D
rain
ag
e to
be
co
vere
d un
til che
cke
d b
y a Loca
l A
uthority In
spe
cto
r on Site.12.5 D
rain
ag
e w
ithin d
rivew
ays o
r und
er b
uilding
to be
ad
eq
uate
ly pro
tec
ted
from
Load
.12.6 D
rain
ag
e le
ss than
300 mm
co
ver to
be
ad
equa
tely p
rote
cted
.13. BA
LUSTRAD
E: 1000mm
Affl hig
ht.13.1 50x10m
m Brushe
d S/Ste
el b
alustra
de
Ha
nd
rail b
y Specia
list. H
orizo
nta
l rails sp
ac
ed
@ 100m
m c
/c. Ve
rtica
l rails(sta
ntions) @
ap
pro
x. 2500mm
c/c
. Stan
tion
s are
Side W
elded
to 100x100x10m
m Brushe
d S/Steel.
Base
Plate
Side
Fixed
with 4n
o Exp
an
sion Bolts.14. FIREPLA
CE &
BRAA
I:14.1 In
tern
al fire
pla
ce
to spec.
14.2 Extern
al w
oo
d b
raa
i to sp
ec.
Sept 2016
AST-H
C.228.2016.201.C
Gro
und Pla
n & Roof Pla
n
De
velo
pm
ent - A
STON
ROA
D228 SA
ND
OW
N EXT 24
Portion 4 Erf 228Sa
ndo
wn Ext 24
PTZ
tel 011 656 1690 fax 011 656 4859
ww
w.g
warch.co.za
-
Roo
f Plan Scale 1:100.
5 P
lymo
uth St, Wo
odm
ead, Sand
ton P
O B
ox 139
Rivonia 2128
![ÀÀij¦a¤ PROPOSED GROUND FLOOR LAYOUT PLAN · proposed ground floor layout plan ... ¡]¨Ó·½¡id¡ ¦a¤u¥± comparison of ground floor plans ²{¦³¦a¤uexisting ground](https://static.fdocuments.us/doc/165x107/5f59ced8559a814b617ecff6/a-proposed-ground-floor-layout-plan-proposed-ground-floor-layout-plan.jpg)
