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