13m sliding gate sixteenth road 16m 10m … plan rev.4.pdf · xsprinkler protected to comply with...
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EXISTING
BUILDING
BLOCK B
PTN 1 OF ERF 91
59053
83758
816
50
BOUNDARY LINE
BO
UN
DA
RY
L
IN
E
15m building line
23997
66698
RE
FU
SE
AR
EA
entrance
and exit
To municipal sewer
connection point
rere
ie
ie
re
municipal water
connection point and
meter
107570
43509
70
00
1
1
2
3
4
56
7
8
1
2
3
45
6
78
3m
x4m
RS
D
3m
x4m
RS
D
3m
x4m
RS
D
Dock Leveler
3
wc
whb
whb
whb
FEMALE TOILETS
ceramic tiles
MA
LE
T
OILE
TS
ceram
ic tiles
22
PARA.
TOILET
ceramic tiles
whb
wc
1
3
5
RECORD
ROOM
ceramic tiles
EA
TIN
G A
RE
AS
ceram
ic tiles
1
ur
3 3 3 3
whb
whb
MEETING
ROOM
ceramic tiles
SERVICE DUCT
crusher stone
coat hangers
coat hangers
WASH UP AREA
WASH UP AREA
PA
CK
AG
IN
G
MA
TE
RIA
LS
Grano
wc
wc
wc
wc
RECEPTION
ceramic tiles
3m
x4m
RS
D
3m
x4m
RS
D
1
1
2
3
45
6
7
8
1
1
1
IN
DU
ST
RIA
L
WA
RE
HO
US
E F
LO
OR
1
pow
er floated 180thk concrete surface
bed
1
IN
DU
ST
RIA
L
WA
RE
HO
US
E F
LO
OR
2
pow
er floated 180thk concrete surface bed
3m
x4m
RS
D
5000
Line of canopy above
Line of canopy above
WA
RE
HO
US
E
OF
FIC
E
tiles
1500x1200
view
panel
6392
BA
TT
ER
Y C
HA
RG
E
BA
Y
4000
2871
7022
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
30m
F
HR
2 x 9kg D
.C
.P
. F
E
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
30m
F
HR
2 x 9kg D
.C
.P
. F
E
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
60 m
inute fire
rated class
A escape door
FIR
E E
SC
AP
E
EX
IT
EN
TR
AN
CE
DO
OR
FIR
E E
SC
AP
E W
ALK
WA
Y
FIR
E E
SC
AP
E W
ALK
WA
Y
FIR
E E
SC
AP
E W
ALK
WA
Y
FIR
E E
SC
AP
E W
ALK
WA
Y
FIR
E E
SC
AP
E W
ALK
WA
Y
FIRE ESCAPE WALKW
AY
3
wc
whb
whb
whb
FE
MA
LE
TO
ILE
TS
ceram
ic tiles
MA
LE
T
OILE
TS
ceram
ic tiles
2
2
ur
3 3 3
whb
wc
wc
wc
ur
Dock Leveler
Dock Leveler
6420
6039
15453
3558
10674
3222
6690
11910
8352
6420
1950
2020
4130
CA
T LA
DD
ER
line of s
lab above
line of s
lab above
line of s
lab above
line of s
lab above
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
40872
30000
16000
19000
11203
3000
FUTURE EXPANSION
SPECPHARM
BUILDING
41132
2
3
2
7
2
53510
95153
16000
3000
PARAPLEGIC
PARKING
3500
500
0
24000
40000
3
8
0
0
0
49700
8000
8000
sliding
gate
40
00
MINI SUB
Metering kiosk
137303
5000
6560
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
PR
OP
OS
ED
VA
LVE
CH
AM
BE
R
65mm HYDRANT
65mm HYDRANT
TWIN BOOSTER
NON RETURN VALVE
Ø100mm HYDRANT
65mm HYDRANT
65mm HYDRANT
SP
RIN
KLE
R S
UP
PLY
SP
RIN
KL
ER
S
UP
PL
Y
FIR
E T
AN
K S
UP
PL
Y
110mm
sewer subsoil pipe laid tp min 1:60 fall
65mm
FIR
E H
YD
RA
NT S
UP
PLY
ie
6460
EXISTING
RAMP
21
00
0
NEW
GATE
350
77
SERVICE PARKING
40
00
466
14
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
Ø
2
5
0
0
0
re
ie
ie
re
re
re
re
110m
m sew
er subsoil pipe laid tp m
in 1:60 fall
110m
m sew
er subsoil pipe laid tp m
in 1:60 fall
110m
m sew
er subsoil pipe laid tp m
in 1:60 fall
1000mm Ø JHB water m
ain
1000mm Ø JHB water m
ain
1000mm Ø JHB water main
1000mm Ø JHB water m
ain
SP
RIN
KL
ER
S
UP
PL
Y
546
0
entrance
and exit
SITE
entrance
and exit
R
1
2
5
0
0
R
1
2
5
0
0
36851
STOP
ST
AF
F
VIS
IT
OR
S
New 2m walkway New 2m walkway
Area 02 = 3245m²
Area 01 = 1280m²
Area 02 = 617m²
Volume = 384m³
Volume = 199.45m³
Volume = 32m³
4500
TANK INFILL Ø100
CAT
LADD
ERLE
VEL
INDICA
TOR
LEVE
L INDICA
TOR
DOUBLE LOUVREVENTED DOOR
DIES
EL C
ONTR
OLPA
NNEL
JOCK
EY C
ONTR
OLPA
NNEL
DB BOARD
PUMP TEST RETURNØ150
OVER
FLOW
AND
DRA
INØ100
OVER
FLOW
AND
DRA
INØ100
DIESEL COOLING RETURNØ50
SUCTION Ø200
21
148
20
53
7467
1600
10
00
1000
G
3000
3840
STOPSTOP
ie
EX
IT
G/H
BOOM
BOOM
VALVE
ARRANGEMENT
'B'
VALVE
ARRANGEMENT
'A'
VALVE
ARRANGEMENT
'C'
50
mm
w
ate
r su
pp
ly
1000
1000
11340
7
3
2
3
7
4
4
3
END CAP
VALVE
ARRANGEMENT
'E'
BOREHOLE
CONNECTED
TO IRRIGATION
END CAP
ie
re
ie
14
00
0
290
00
S
ta
ckin
g
1263
23
86
9
6000
S.O.P
891
6
6411
22
69
3
Concre
te re
tain
ing w
all
600
00
60
00
06
00
00
18
00
00
74000
74000
12000
Concrete Yard
37178
BUILDING 1
wc
whb
ur
8000
Concrete Yard
68
94
5
80
00
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
D
MALE
TOILETS
ceramic tiles
PARA.
TOILET
ceramic tiles
FEMALE
TOILETS
ceramic tiles
FEMALE
ABLUTIONS
ceramic tiles
MALE
ABLUTIONS
ceramic tiles
Line of 5.00m
steel canopy above
Line of 5.00m
steel canopy above
NOTE:
Fire Hidrants and DCP's
as per Rational Fire Design
NOTE:
Working drawing levels to be
co-ordinated with Eng's
earthworks levels
NOTE:
All steel column sizes
and position to be
co-ordinated with Eng's
drawings & spec's.
NOTE:
Brickwork @ 2405mm
above warehouse
concrete surface bed
NOTE:
Fire Hidrants and DCP's
as per Rational Fire Design
NOTE:
Working drawing levels to be
co-ordinated with Eng's
earthworks levels
NOTE:
All steel column sizes
and position to be
co-ordinated with Eng's
drawings & spec's.
NOTE:
Brickwork @ 2405mm
above warehouse
concrete surface bed
WAREHOUSE
Powder floated concrete
WAREHOUSE
Powder floated concrete
WAREHOUSE
Powder floated concrete
up
75
13
.8
75
13
.8
RE
CE
PT
IO
N
ce
ra
mic tile
s
D
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
D
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
D
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
D
3.00 X
4.00m
high
roller shutter door
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
MALE
TOILETS
ceramic tiles
PARA.
TOILET
ceramic tiles
FEMALE
TOILETS
ceramic tiles
FEMALE
ABLUTIONS
ceramic tiles
MALE
ABLUTIONS
ceramic tiles
Line of 5.00m
steel canopy above
Line of 5.00m
steel canopy above
up
RE
CE
PT
IO
N
ce
ra
mic tile
s
21
21
BUILDING 2
REFUSE
AREA
N1
F
RE
EW
AY
LANDSCAPE LEGEND
SHRUB/GROUNDCOVER
LAWN AREA. ( cynodon dactylon)
PEDESTRIAN
PAVING
ROADWAY & PARKING SEGMENTED PAVING
PAVING
PROPOSED CELTIS AFRICANA TREE
PLANTING
PROPOSED KIGELLARIA AFRICANA TREE
PLANTING
PROPOSED RHUS PENDULINA TREE
DIETES GRANDIFLORA, AGAPANTHUS SPP, STRELITZIA REGINA,
PLECTRANTHUS NEOCHILUS,APTENIA CORDIFOLIA, DIETES BICOLOR,
BULBINE FRUTESCENCE,CHLOROPHYTUM SAUNDERSIAE,ALOE MARLOTHII.
CONCRETE HARDSTANDING
TOWN'S MAIN
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
65mm HYDRANT
FIRE NOTE'S:
OCCUPANCY CLASSIFICATION J2 - MAIN USE MODERATE RISK AND G1 - OFFICES.
SPRINKLER PROTECTED TO COMPLY WITH SANS 10287
ALL RACKING TO BE FITTED WITH IN-RACK SPRINKLER PROTECTION
SMOKE VENTILATION TO COMPLY WITH EN 12101
EMERGENCY PANIC BARS TO ALL FIRE EXIT DOORS
FIRE SIGNAGE TO COMPLY WITH SANS 1189
VALVE CHAMBER
65mm HYDRANT
Existing G/H
Sto
rm
w
ate
r ch
an
ne
l
VALVE CHAMBER
EXISTING
BUILDING
BLOCK A
PROPOSED NEW
BUILDING
BLOCK C
Sewer
manhole
Sewer
manhole
Sewer
manhole
ne
w 1
60
mm
se
we
r su
bso
il p
ip
e la
id
to
m
in
1
:6
0 fa
ll
Sewer
manhole
Sewer
connection
point
ne
w 1
60
mm
se
we
r su
bso
il p
ip
e la
id
to
m
in
1
:6
0 fa
ll
ne
w 1
60
mm
se
we
r su
bso
il p
ip
e la
id
to
m
in
1
:6
0 fa
ll
19 18 17 16
20 21 22 23
28 29 30 31 32 33 34 35 36 37
27 26 25 24
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
38
39
40
41
75
00
2500
Ø
2
5
0
0
0
Ø
2
5
0
0
0
Ø
2
5
0
0
0
FIRE
TANKS
EX
IS
TIN
G 150M
M S
EW
ER
M
AIN
EX
IS
TIN
G 150M
M S
EW
ER
M
AIN
EX
IS
TIN
G 150M
M S
EW
ER
M
AIN
150m
m D
EE
P U
-C
HA
NN
EL
3500
70
00
500
0
RE
IE
G/H
BO
OM
STOP
ST
OP
ST
OP
ST
OP
65mm HYDRANT
65mm HYDRANT
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
15m BUILDING LINE
10m BUILDING LINE
10m
B
UILD
IN
G LIN
E
15m BUILDING LINE
15m
B
UILD
IN
G LIN
E
10m
BU
ILD
ING
LIN
E
20m
B
UILD
IN
G LIN
E
MODULO ROAD 15m
SIX
TE
EN
TH
R
OA
D 16m
ERF 501
RANDJESPARK
EXT 20
BOUNDARY LINE
BO
UN
DA
RY
LIN
E
BOUNDARY LINE
BO
UN
DA
RY
LIN
E
BOUNDARY LINE
BOUNDARY LINE
BO
UN
DA
RY
LIN
E
BO
UN
DA
RY
LIN
E
16m
T
EM
P. R
.O
.W
.
SE
RV
IT
UD
E
HOLDING 261
PTN 37
PANDJESFONTEIN
NO. 405-JR
73
95
65mm HYDRANT
VALVE CHAMBER
G/H
130
129
128
127
131
132
133
134
135
136
137
138
3500
70
00
50
00
RE
IE
Ø
2
5
0
0
0
REFUSE
AREA
450
0
4500
3500
ST
OP
Attenuation
Pond
BO
OM
BO
OM
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
EX
IS
TIN
G 150M
M S
EW
ER
M
AIN
STOP
123456789101112131415
68
94
5
118
119
120
121
78
79
80
84
83
82
81
Sewer
manhole
Sewer
manhole
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
3.00 X
4.00m
high
roller shutter door
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
12
34
56
7
do
wn
Concrete bolard
Ø 300mm
Mild steel staircase
with1050mm high
balustrade, 170mm
riser, 300mm tread
MALE
TOILETS
ceramic tiles
PARA.
TOILET
ceramic tiles
FEMALE
TOILETS
ceramic tiles
FEMALE
ABLUTIONS
ceramic tiles
MALE
ABLUTIONS
ceramic tiles
Line of 5.00m
steel canopy above
Line of 5.00m
steel canopy above
up
RE
CE
PT
IO
N
ce
ra
mic tile
s
21
21
D6
D6
D6
D6
D1D1
D1D1
D1
D 1D 1
D 1D 1
D 1D 1
D 1
D1
D6
D6
D6
D6
D1
D1
D1
D1
50 49 48 47 46 45 44 43 42
51 52 53 54 55 56 57 58 59
7200
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116 118
117
122
123
124
125
126
new 160mm sewer subsoil pipe laid to min 1:60 fall
65mm HYDRANT
13m
S
LID
IN
G G
AT
E
8m SLIDING GATE
STOP
BO
OM
25 5
00m
m S
tackin
g D
istan
ce
TWIN BOOSTER
NON RETURN VALVE
Ø100mm HYDRANT
29 850mm Stacking Distance
13m SLIDING GATE
Ne
w D
rive
wa
y
49700
existing kerbs to be demolished
New 2m walkwayNew 2m walkway
Ø
2
5
0
0
0
2.1m high clearvu fence
2.1m
h
igh
cle
arvu fen
ce
2.1
m h
ig
h clea
rvu fe
nce
2.1m
h
igh
clea
rvu fen
ce
2.1m high clearvu fence
2.1m
high clearvu fence
2.1m
high
cle
arvu
fen
ce
Attenuation
Pond
Attenuation
Attenuation
Attenuation
Attenuation
Attenuation
PROPOSED
NEW BUILDING
ERF 501
RANDJESPARK
EXT 20
OVERALL SITE PLAN
-
1:500 10/03/2017 P.S SDP
C:\Architecture\Jobs\
PROJECT NUMBER DRAWING NUMBER REVISION
SCALE DATE DRAWN STATUS
LOCATION
DRAWING
SITE
PROJECT
www.improvon.co.za
Tel: 0 8 6 1 3 3 2 2 2 2
Fax: 0 8 6 6 4 8 1 4 9 6
2 Ayrshire Avenue
Longmeadow Business Estate
Edenvale 1610
SITE DEVELOPMENT PLAN
ISSUED FOR :
NO DATE DESCRIPTION
GENERAL NOTES
R E V I S I O N S
SIGN
. COPYRIGHT OVER ALL DESIGNS AND
DRAWINGS SHALL REMAIN THE PROPERTY OF
CLAUDIO AND ASSOCIATES AND ANY
PROVISION TO THE CONTRARY IN TERMS OF
THE COPYRIGHT ACT No.63 OF 1965 IS HEREBY
SPECIFICALLY EXCLUDED.
. ALL RELEVANT DETAILS, LEVELS AND
DIMENSIONS ARE TO BE CHECKED ON SITE
PRIOR TO COMMENCEMENT OF WORK.
. ANY DISCREPANCIES ARE TO BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT.
. THE ARCHITECT ACCEPTS NO
RESPONSIBILITY FOR ERRORS RESULTING
FROM MISINTERPRETATION OF THE
DRAWINGS.
. ALL WORK TO BE CARRIED OUT STRICTLY IN
ACCORDANCE WITH NATIONAL BUILDING
REGULATIONS AND LOCAL AUTHORITY
REGULATIONS.
. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS.
. DO NOT SCALE THIS DRAWING.
NOTES
CONSERVATION
Water, energy and resource demand
management and efficiency, including, but not
limited to, ensuring that all devices and fittings
are energy and water efficient in nature,
including the following:
1. All toilets must have interruptible flush
mechanisms that allows for complete control
over flushing by the user unless the cistern is
supplied with a fitted weight (to interrupt the
flow) or a hippo pack or any water replacement
pack/device to reduce the amount of water lost
in a single flush.
2. All toilet cisterns must have a capacity of less
than 9 litres.
3. No automatic flush urinals are to be installed
in any facilities.
4. All taps used must include an aerator that
reduces the flow of water by at least 30% or
to 6 litres / minute, unless used solely to fill
receptacles such as basins or water troughs.
5. Shower heads must be adjustable to reduce
the water flow or have a built-in water
restrictor / aerator that reduces the water flow to
at least 10 litres / minute.
6. Energy saving light bulbs such as CFLs and
LEDs must be installed instead of
incandescent bulbs except where the quality of
the light is not sufficient for high precision work
and reading.
7. Where applicable, all outdoor lighting must be
fitted with timers, automatic shut-off devices or
photo sensitive mechanisms to switch off
the lights during daylight hours.
8. Where applicable, rain water harvesting from
the roofs must be considered.
9. The installation of solar water heaters and
solar photovoltaic panels must be considered for
the generation of some of the electricity.
10. Where applicable, all appropriate measures
are to be made for the recycling of refuse
materials.
GENERAL NOTES
Builder to coordinate all dimensions
/levels/bld. lines/bld restriction lines
Finishes & specifications to be checked and
coordinated by builder before ordering or
putting any work to hand
All setting out to be builders entire
responsibility
All services to be coordinated by the builder
before commencing any work
All work to be in accordance to the national
building regulations & to the entire
satisfaction of all local authorities
Engineer to coordinate all ground beam
levels, step and floor levels before any
work is commenced with
NO WORK TO PROCEED UNTIL
WORKING DRAWINGS HAVE BEEN
APPROVED BY LOCAL AUTHORITY
HEALTH NOTES
1. Take the necessary dust and noise control
measures during 1. development.
2. Chemical toilets to be provided during
construction.
3. Refuse area to be provided with a cement
floor and sloped to a gully with a water tap.
4. Building rubble to be taken to an approved
dumping site.
5. The making of open fires and the burning
of refuse will not be permitted.
NOTES:
All sewer layouts to engineer's details and
specifications-refer to engineers dwgs
stormwater disposal - refer to engineer's
dwg's.
Stormwater to disperse naturally around
and away from buildings.
All roads to eng's drawings & full details
Levels of each building to be co-ordinated
with surveyor & engineer.
Setting out of internal roads and units to be
co-ordinated with eng's drawings.
Intension for refuse collection to collect
from refuse yard inside the development.
Landscaping by landscape architect.
Fire design by rational fire consultant.
a r c h i t e c t u r e a n d c o n s u l t i n g
0 1 1 4 0 9 9 3 6 7 - c l a u d i o @ c a n d a - a r c h . c o m
SITE PLAN
SCALE 1:500
P A R K I N G S C H E D U L E
S A N I T A R Y S C H E D U L E
ERF | PORTION | ERF 501
EXT20, RANDJESPARK
STAND AREA | 71 521 sqm
USE ZONE | SPECIAL FOR CHEMICAL MANUFACTURING
DENSITY | Not Applicable
HEIGHT | 2 STOREYS
LEVEL-MAY BE INCREASED
WITH COUNCIL APPROVAL
BUILDING LINES | 15m & 10m OFF SIXTEENTH ROAD
10m & 15m along SOUTH BOUNDARY
10m & 15m along PHARMACEUTICAL
SERVITUDES | 16m R.O.W SERVITUDE
ALLOWABLE FAR 0,5 35 760.50m²
ALLOWABLE COVERAGE 40% 28 608.40m²
Required parking for NEW BUILDING
INDUSTRIES - 1 bays /100m2
OFFICES - 2 bays /100m2
INDUSRIAL FLOOR - 13 320 m² = 133 bays
TOTAL PARKING REQUIRED = 153 BAYS
TOTAL PARKING PROVIDED = 153 BAYS
ALLOWABLE COVERAGE 40% 28 608.40 m²
ACTUAL COVERAGE
ALLOWABLE FAR 0,50 35 760.50 m²
ACTUAL FAR 0,42 30 609.00 m²
A R E A S C H E D U L E B L O C K C
N A M E A R E A
BUILDING 1 - OFFICE GFP 250 m²
GRAND TOTAL
S C H E D U L E O F R I G H T S
EXISTING BLOCK A - 6 745.00 m²
EXISTING BLOCK B - 9 535.00 m²
TOTAL ACTUAL AREA - 30 609.00 m²
14 329 m²
MALES F E M A L E S
WC Pans Urinals WHB WC Pans WHB
4 7 6 10 6
WAREHOUSE - J2
1 PERSON / 50sqm
= 14 329 sqm/50
= 286 People
OFFICE - G1
1 PERSON / 15sqm
= 1 000 sqm/15
= 66 People
TOTAL 352 PEOPLE
C L A S S I F I C A T I O N
1x PARAPLEGIC TOILET AND WHB TO BE PROVIDED ON GROUND FLOOR
1. POPULATION OF EACH GENDER UNKNOWN SO HALF MALE, HALF FEMALE WILL BE USE = MALE -183 FEMALE - 183 MALE
2. 1 OFF WC AND 1 OFF WHB TO BE PROVIDED IN GATEHOUSE
15
15 18 12 12
REFUSE CALCULATION
REQUIRED REFUSE FOR WAREHOUSE:
f(g) x FAR / 100 = volumn per week
f(g): 0.379058 F.A.R. 14 329.00 msq
0.379058 x 14 329/ 100 = 54.31 cubic meters
TOTAL REQUIRED 54.31 cubic meters
54.31 cubic meters / 5.5msq = 9.8 SKIP BINS
TOTAL PROVIDED 4 SKIP BINS
PROVISION MADE FOR 4x SKIP (@ 5.5 CUBIC METRES)
NOTE: REFUSE TO BE COLLECTED (2) TIMES A
WEEK FROM BLOCK C RANDJESPARK EXT 20
BUILDING 1 - INDUSTRIAL WAREHOUSE FLOOR 6 652.5 m²
OFFICE FLOOR - 1000 m² = 20 bays
BUILDING 1 - OFFICE FFP 250 m²
TOTAL BUILDING 1 7 164.5 m²
BUILDING 2 - OFFICE GFP 250 m²
BUILDING 2 - INDUSTRIAL WAREHOUSE FLOOR 6 652.5 m²
BUILDING 2 - OFFICE FFP 250 m²
TOTAL BUILDING 2 7 164.5 m²
NEW BUILDING BLOCK C - 14 329.00 m²
GUARD HOUSE 12 m²
GUARD HOUSE 12 m²
37% 26 601.90 m²
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