TAKE NOTE This design is copyright and remains the ...

1
sum m e r s unse t w inter sunset sum m er s unris e win t er s un r is e S W E N Gardner Williams Avenue Boundary Dimension 48.09 m Boundary Dimension 48.09 m Boundary Dimension 54.00 m 30.57m² Entrance Lobby 3 tiles 91.09m² Office 3 tiles 42 9 10 11 12 13 14 19 20 21 22 8 27 7 6 5 4 3 39 40 41 28 29 30 31 32 ERF 19525 Paardevlei Somerset West 15.52m² Ablutions 1 tiles 15.52m² Ablutions 2 tiles 4.96m² Covered Entrance 2 tiles 5.09m² Covered Entrance 4 tiles 1 1 2 2 4 4 5 5 6 6 8 8 9 9 A A B B C C D D Boundary Dimension 53.99 m 14.17m² Covered Stoep 1 tiles 14.17m² Covered Stoep 2 tiles 43 46 45 44 9 10 11 12 13 14 19 20 21 22 8 27 7 6 5 4 3 39 40 41 42 28 29 30 31 32 24 25 46 45 44 43 26 9 10 11 12 13 14 19 20 21 22 23 8 27 7 6 5 4 3 39 40 41 42 28 29 30 31 32 24 25 46 45 44 43 26 38 35 36 37 47 50 49 48 35 36 37 38 50 49 48 47 35 36 37 38 50 49 48 47 2 1 2 1 2 1 13.37m² Covered Entrance 3 tiles walkway 15 16 17 18 33 51 34 60 61 59 58 57 56 55 54 53 52 7500 15.96m² Refuse screed Stormwater connection 1800MM HIGH BLACK STEEL MESH FENCING WITH PROVISION FOR ELECTRIFIED FENCING ABOVE 1800MM HIGH BLACK STEEL MESH FENCING WITH PROVISION FOR ELECTRIFIED FENCING ABOVE 1800MM HIGH BLACK STEEL MESH FENCING WITH PROVISION FOR ELECTRIFIED FENCING ABOVE Telkom/Fibre Optics Fibre Optic Cable SITE ACCESS SERVITUDE Electricity Sub - Station EXSISTING PARKING BAYS EXSISTING PARKING BAYS PARKING A 04 A 04 planter planter planter planter planter planter LANDSCAPED GARDEN - REFER LANSCAPE PLAN LANDSCAPED GARDEN - REFER LANSCAPE PLAN 12.95m² Covered Entrance 1 tiles Electrical connection Access controlled gate WALKWAY planter planter ADJOINING ERF 18422 ADJOINING ERF 19310 KIMBERLEY ROAD 88.48m² Office 1 tiles 88.48m² Office 4 tiles 23.42m² Entrance Lobby 1 tiles 23.42m² Entrance Lobby 2 tiles 230 12446 230 3000 D45 D45 D39 D45 D45 D39 D67 D67 D113 D118 D45 D45 D118 D105 D112 D112 D105 W55 W55 W65 W65 W65 W55 W55 W55 W65 W65 W65 W55 W55 W55 W55 W55 W55 W55 W55a W55 W55 W55a W57 W57 W57 W57 2000 230 8316 180 1950 450 1600 230 5636 180 1800 90 900 90 900 230 3000 230 2000 10056 3230 280 1800 90 1800 180 2260 180 3424 180 5849 180 885 180 1500 180 2150 180 1500 180 1230 180 5504 180 3424 180 2260 180 1800 90 1800 280 230 1770 230 5016 3750 180 1500 230 230 1330 230 1770 230 5016 3750 180 1500 230 230 1770 230 5636 180 2500 180 1950 230 230 3000 230 900 90 900 90 1800 180 5636 230 1600 450 3230 10056 2000 90 140 6130 230 1474 450 8699 450 4660 450 8699 450 1474 230 6270 90 90 6500 26807 6500 90 6640 280 6396 230 3108 180 3108 230 4191 230 4180 230 4191 230 3108 180 3108 230 6396 280 6676 6856 4191 4640 4191 6856 6676 D45 D45 450 1930 50 90 510 180 1500 180 1890 350 wc wc wc vanity basin wc wc wc basin 50øvv&ss ss 50øss&vv 180 1500 180 1890 180 1500 50øvv ie PARKING No TV antenna, satellite dishes and ac units to be visible from public domain Disable Toilet TAKE NOTE FINAL FINISHED FLOOR LEVELS TO BE DETERMINED AND CONFIRMED ON SITE BETWEEN PRINCIPLE AGENT AND OWNER. RETAINING WALLS NOT TO BE HIGHER THAN 1,0M ABOVE N.G.L. Brick paving as as per estate on 1: 8 sand cement mix on compacted sand fill. pattern to be resolved on site. Brick edging to be set in concrete strip foundation 110ø PVC sewer pipe. Fall not to be more than 1 : 60 and less than 1 : 40 All reinforced concrete slabs, staircases, foundations and beams are to engineer's specifications and details TAKE NOTE Openings greater than 3m wide to have reinforced concrete beam over as per engineers details and spec's. Wall lengths exceeding there allowable length to be designed by engineer as per SANS 10400: Part K STRUCTURAL INTEGRITY OF BUILDING TO BE DESIGNED BY STRUCTURAL AND CIVIL ENGINEER 8.4.6 Supports for water heaters - As per SANS10252 - 1 Where a water heater or storage tank is supported by any platform, such platform shall be capable of safely sustaining any loads to which it is likely to be subjected and support the water heater in accordance with the instructions of the manufacturers of such water heaters, and shall comply with the requirements in SANS 10400 - L. When a wooden platform is used to support a water heater of capacity not exceeding 2 kL, such wooden platform shall, unless otherwise required, be constructed as follows: a) the dimensions of the platform shall not be less than those of the water heater or any associated safety tray, plus an additional working space of at least 500 mm in width that extends over the full length of one side of the platform; b) the supports shall be constructed from structural timber that is 1) at least 114 mm × 38 mm in cross - section, 2) placed on edge, and 3) spaced not further apart than 350 mm; and The platform decking shall be constructed of timber planks that are at least 75 mm wide and 25 mm deep, and such decking shall be placed at right angles to the supports, with a space that does not exceed 25 mm between them if the decking is to support a lightweight metal tank. A platform that supports a water heater shall, if applicable, be supported by at least two load - bearing walls or two suitably designed roof trusses. Combined soil, waste and vent stack concealed in cavity of wall 300mm wide duct to house SVP dp catchpit Reinforced concrete stiffner as per engineers details and spec's Handrail to be wrapped around corner Reinforced concrete staircase as per engineers drawings and specifications 20 risers @162mm height 19 treads @250mm width Screenwall to be built to underside slab 2,4m high screenwalls to ablutions 110ø uPVC downpipe built into column B 04 B 04 1500 C 04 C 04 300mm wide duct to house SVP Reinforced concrete stiffner as per engineers details and spec's Reinforced concrete stiffner as per engineers details and spec's Downpipe built into column Disable Toilet Combined soil, waste and vent stack concealed in cavity of wall 300mm wide duct to house SVP ie ie ie 50øvv&ss ss g ss 76ø uPVC downpipe built into column 110ø uPVC stormwater pipe ie ie ie Notes - Refuse Room 1. Room to be adequately ventilated. 2. Walls to be constructed of brick or similar material with the internal walls cement plastered to a smooth surface and oil painted in a light colour. 3. Floor shall be of concrete, cement rendered to a smooth surface, rounded to a height of 75mm around the perimeter. There shall be no ledges at the junction of the floor and the walls. 4. Floor shall be graded and drained to a 100mm floor trap discharging to a gully outside the building. Such a gully to be connected to a drain. 5. The room shall be provided with a solid door which will be fitted with an efficient self closing device and shall have the lower 150mm protected by sheet metal on the outside. 6. Door and vents referred to in paragraph 1 shall be at least 3m from any door or window of a habitable room. dp catchpit dp catchpit sump re ie 6500 5500 7500 7500 7580 4.82m² Lift As per specialist up Foundations to columns as per engineers details and spec's Foundations to columns as per engineers details and spec's 76ø uPVC downpipe built into column from fullbore above 76ø uPVC downpipe built into column from fullbore above dp catchpit dp catchpit ie vanity E E 3 3 7 7 450 3555 Access servitude 3500 Access servitude 3500 600r re Remote controll painted galvanised wrought iron sliding gate No part of building to extend over boundary 2500 5000 2500 5000 5000 2500 5000 2500 Ramp 1:12 walkway FINAL OPENING SIZE OF LIFT AS PER MANUFACTURER SPECIFICATIONS AND DETAILS Reinforced concrete stiffner as per engineers details and spec's 900 x 900 x 200 concrete footing dp catchpit 110ø uPVC stormwater pipe Store screed 1500 1500 E 04 E 04 180 1400 91.68m² Office 2 tiles 300 sink sink 300 300 sink sink 180 1500 180 2150 180 1500 180 12.86m² Entrance Lobby tiles 450 x 450 aluminium louvre vents 2,4m high screenwalls to ablutions Reinforced concrete staircase as per engineers drawings and specifications 20 risers @162mm height 19 treads @250mm width Reinforced concrete staircase as per engineers drawings and specifications 20 risers @162mm height 19 treads @250mm width D45 3424 2440 F.F.L. 5750 F.F.L. 5750 F.F.L. 5665 F.F.L. 5700 600 g Take Note - Fire Requirements Refer to fire plan Dwg No. 150508MF - 001 30min firewall, refer to fire plan Dwg No. 150508MF - 001 30min firewall, refer to fire plan Dwg No. 150508MF - 001 30min firewall, refer to fire plan Dwg No. 150508MF - 001 Sewer pipe compacted in clean builders sand 600r 600r 1000 - --- - --- 600r re 600r re re 600r ie re re re SEWER CONNECTION MH re g 50øvv Heavy duty rodding eye re ie ss 230 3634 230 4094 230 3900 230 4360 1000 Sewer pipe to be compacted in clean builders sand Sewer pipe to be compacted in clean builders sand Sewer pipe to be compacted in clean builders sand 180 885 Scale Client Project Donovan Young Cell: 082 424 6314 Fax: 0866743108 Email: [email protected] Web: www.dmcarchi.co.za SACAP T0469 10 Friesland Street Buckingham Village Durbanville 7550 Date Plotted Date Architecture Revision Drawing number For Official Use Only This design is copyright and remains the property of the designer. All dimensions & levels to be checked on site before any work commences. Only figured dimensions to be followed do not scale from drawing. IN ASSOCIATION WITH pierre malan architect b.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225 1 : 100 08/07/2016 11:37:13 2015/19525 - 01 Proposed Office's CROSSFIRE PROPERTIES June'2016 Erf 19525, Paardevlei, Somerset West Ground Storey A Council Submission 1 : 100 01 - Ground Storey Parking Schedule Description Count Parking Bays 61 Gross Leasing Areas Level Name Area 01 - Ground Storey Offices 384 m² 02 - First Storey Offices 392 m² 03 - Second Storey Offices 392 m² 04 - Third Storey Offices 387 m² Grand total: 4 1556 m² Site Area = 2596m² Coverage Area = 580m² / 2596 = 22.3% Bulk Area Ratio = 2596 / 1893 = 1.37 Office Parking Parking = (GLA) 1556m² x 0.04 = 62.2bays Total Parking Bays Required= 62 bays Actual No. of Parking Bays = 61 bays Floor Space Level Name Area 01 - Ground Storey Ablutions 34 m² 01 - Ground Storey Entrance Lobbies 61 m² 01 - Ground Storey Fire Escape 15 m² 01 - Ground Storey Lift 6 m² 01 - Ground Storey Offices 384 m² 01 - Ground Storey Refuse Room 18 m² 519 m² 02 - First Storey Ablutions 32 m² 02 - First Storey Landings 36 m² 02 - First Storey Offices 392 m² 460 m² 03 - Second Storey Ablutions 32 m² 03 - Second Storey Landings 36 m² 03 - Second Storey Offices 392 m² 460 m² 04 - Third Storey Ablutions 32 m² 04 - Third Storey Landings 36 m² 04 - Third Storey Offices 387 m² 455 m² Grand total 1893 m² Council Amendements Competed 20/06/2016 SITE COPY

Transcript of TAKE NOTE This design is copyright and remains the ...

Page 1: TAKE NOTE This design is copyright and remains the ...

sum

mer

suns

et

winter

sunset

summ

er

sunrise

winte

rsu

nris

e

S

WE

N

Gardner Williams Avenue

Boundary Dimension48.09 m

Boundary Dimension48.09 m

Boundary

Dim

ensio

n54.0

0 m

30.57m²Entrance Lobby 3

tiles

91.09m²Office 3

tiles

42

9 10 11 12 13 14 19 20 21 22

8

27

7

6

5

4

3

394041

28

29

30

31

32

ERF 19525Paardevlei

Somerset West

15.52m²Ablutions 1

tiles15.52m²

Ablutions 2tiles

4.96m²Covered Entrance 2

tiles

5.09m²Covered Entrance 4

tiles

1

1 2

2 4

4

5

5 6

6 8

8 9

9

A A

BB

CC

D D

Boundary

Dim

ensio

n53.9

9 m

14.17m²Covered Stoep 1

tiles

14.17m²Covered Stoep 2

tiles

43 464544

9 10 11 12 13 14 19 20 21 22

8

27

7

6

5

4

3

39404142

28

29

30

31

32

24

25

46454443

26

9 10 11 12 13 14 19 20 21 22

23

8

27

7

6

5

4

3

39404142

28

29

30

31

32

24

25

46454443

26

38 353637

47 504948

35363738

50494847

35363738

50494847

2

1

2

1

2

1

13.37m²Covered Entrance 3

tiles

walkway

15 16 17 18

33

51

34

6061 59 58 57 56 55 54 53 52

7500

15.96m²Refuse

screed

Stormwater connection

18

00

MM

HIG

H B

LA

CK

ST

EE

L M

ES

H F

EN

CIN

G W

ITH

PR

OV

ISIO

N F

OR

EL

EC

TR

IFIE

D F

EN

CIN

G A

BO

VE

1800MM HIGH BLACK STEEL MESH FENCING WITH PROVISION FOR ELECTRIFIED FENCING ABOVE

18

00

MM

HIG

H B

LA

CK

ST

EE

L M

ES

H F

EN

CIN

G W

ITH

PR

OV

ISIO

N F

OR

EL

EC

TR

IFIE

D F

EN

CIN

G A

BO

VE

Telkom/Fibre Optics

Fib

re O

ptic C

able

SITE ACCESS SERVITUDE

Electricity Sub-Station

EXSISTING PARKING BAYS EXSISTING PARKING BAYS

PARKING

A

04

A

04planter

planter pla

nte

r

pla

nte

r

planter

planter

LANDSCAPED GARDEN -REFER LANSCAPE PLAN

LANDSCAPED GARDEN -REFER LANSCAPE PLAN

12.95m²Covered Entrance 1

tiles

Electrical connection

Access controlled gate

WA

LK

WA

Y

planter planter

AD

JO

ININ

G E

RF

18

42

2

AD

JO

ININ

G E

RF

19

31

0

KIMBERLEY ROAD

88.48m²Office 1

tiles88.48m²

Office 4tiles

23.42m²Entrance Lobby 1

tiles23.42m²

Entrance Lobby 2tiles

230

12446

230

3000

D45

D45

D39

D45D45

D39

D67 D67

D113

D118

D45D45

D118

D105D112 D112

D105

W55

W55

W65

W65

W65

W55W55

W55

W65

W65

W65

W55

W55 W55W55 W55

W55

W55

W55a

W55 W55

W55a

W57 W57 W57W57

2000

230

8316

180

1950

450

1600

230

5636

180

1800

90

900

90

900

230

3000

230

2000

10056

3230

280 1800 90 1800 180 2260 180 3424 180 5849 180 885 180 1500 180 2150 180 1500 180 1230 180 5504 180 3424 180 2260 180 1800 90 1800 280

230

1770

230

5016

3750

180

1500

230

230

1330

230

1770

230

5016

3750

180

1500

230

230

1770

230

5636

180

2500

180

1950

230

230

3000

230

900

90

900

90

1800

180

5636

230

1600

450

3230

10056

2000

90140 6130 230 1474 450 8699 450 4660 450 8699 450 1474 230 6270 90

90 6500 26807 6500 90

6640

280 6396 230 3108 180 3108 230 4191 230 4180 230 4191 230 3108 180 3108 230 6396 280

6676 6856 4191 4640 4191 6856 6676

D45

D45

450

1930

50

90 5

101

80

1500

180

1890

350

wc

wc

wc

vanity

basin

wc

wc

wcbasin

50øvv&ss

ss

50øss&vv

180

1500

180

1890

180

1500

50øvv

ie

PARKING

No TV antenna, satellite dishes and ac units to be visible from public domain

Disable Toilet

TAKE NOTEFINAL FINISHED FLOOR LEVELS TO BE DETERMINED AND CONFIRMED ON SITE BETWEEN PRINCIPLE AGENT AND OWNER. RETAINING WALLS NOT TO BE HIGHER THAN 1,0M ABOVE N.G.L.

Brick paving as as per estate on 1: 8 sand cement mix on compacted sand fill. pattern to be resolved on site. Brick edging to be set in concrete strip foundation

110ø PVC sewer pipe. Fall not to be more than 1 : 60 and less than 1 : 40

All reinforced concrete slabs, staircases, foundations and beams are to engineer's specifications and details

TAKE NOTEOpenings greater than 3m wide to have reinforced concrete beam over as per engineers details and spec's.Wall lengths exceeding there allowable length to be designed by engineer as per SANS 10400: Part K

STRUCTURAL INTEGRITY OF BUILDING TO BE DESIGNED BY STRUCTURAL AND CIVIL ENGINEER

8.4.6 Supports for water heaters - As per SANS10252-1

Where a water heater or storage tank is supported by any platform, such platform shall be capable of safely sustaining any loads to which it is likely to be subjected and support the water heater in accordance with the instructions of the manufacturers of such water heaters, and shall comply with the requirements in SANS 10400-L. When a wooden platform is used to support a water heater of capacity not exceeding 2 kL, such wooden platform shall, unless otherwise required, be constructed as follows: a) the dimensions of the platform shall not be less than those of the water heater or any associated safety tray, plus an additional working space of at least 500 mm in width that extends over the full length of one side of the platform;b) the supports shall be constructed from structural timber that is1) at least 114 mm × 38 mm in cross-section,2) placed on edge, and3) spaced not further apart than 350 mm; andThe platform decking shall be constructed of timber planks that are at least 75 mm wide and 25 mm deep, and such decking shall be placed at right angles to the supports, with a space that does not exceed 25 mm between them if the decking is to support a lightweight metal tank. A platform that supports a water heater shall, if applicable, be supported by at least two load-bearing walls or two suitably designed roof trusses.

Combined soil, waste and vent stack concealed in cavity of wall

300mm wide duct to house SVP

dpcatchpit

Reinforced concrete stiffner as per engineers details and spec's

Handrail to be wrapped around corner

Reinforced concrete staircase as per engineers drawings and specifications20 risers @162mm height19 treads @250mm width

Screenwall to be built to underside slab

2,4m high screenwalls to ablutions

110ø uPVC downpipe built into column

B

04

B

04

1500

C

04

C

04

300mm wide duct to house SVP

Reinforced concrete stiffner as per engineers details and spec's

Reinforced concrete stiffner as per engineers details and spec's

Downpipe built into column

Disable Toilet

Combined soil, waste and vent stack concealed in cavity of wall

300mm wide duct to house SVP

ie

ie

ie

50øvv&ss

ss

g

ss

76ø uPVC downpipe built into column

110ø uPVC stormwater pipe

ie

ie

ie

Notes - Refuse Room1. Room to be adequately ventilated.2. Walls to be constructed of brick or similar material with the internal walls cement plastered to a smooth surface and oil painted in a light colour.3. Floor shall be of concrete, cement rendered to a smooth surface, rounded to a height of 75mm around the perimeter. There shall be no ledges at the junction of the floor and the walls.4. Floor shall be graded and drained to a 100mm floor trap discharging to a gully outside the building. Such a gully to be connected to a drain.5. The room shall be provided with a solid door which will be fitted with an efficient self closing device and shall have the lower 150mm protected by sheet metal on the outside.6. Door and vents referred to in paragraph 1 shall be at least 3m from any door or window of a habitable room.

dpcatchpit

dpcatchpit

sump

re

ie

6500

5500

7500

75007580

4.82m²Lift

As per specialist

up

Foundations to columns as per engineers details and spec's

Foundations to columns as per engineers details and spec's

76ø uPVC downpipe built into column from fullbore above

76ø uPVC downpipe built into column from fullbore above

dpcatchpit

dpcatchpit

ie

vanity

E E

3

3

7

7

450

3555

Access servitude

3500

Access servitude

3500

600r

re

Remote controll painted galvanised wrought iron sliding gate

No part of building to extend over boundary

2500

5000

2500

5000

5000

2500

5000

2500

Ramp1:12

walkway

FINAL OPENING SIZE OF LIFT AS PER MANUFACTURER SPECIFICATIONS AND DETAILS

Reinforced concrete stiffner as per engineers details and spec's

900 x 900 x 200 concrete footing

dpcatchpit

110ø uPVC stormwater pipe

Storescreed

15001500

E

04

E

04

180

1400

91.68m²Office 2

tiles

300

sink sink300 300

sinksink

180 1500 180 2150 180 1500 180

12.86m²Entrance Lobby

tiles

450 x 450 aluminium louvre vents

2,4m high screenwalls to ablutions

Reinforced concrete staircase as per engineers drawings and specifications20 risers @162mm height19 treads @250mm width

Reinforced concrete staircase as per engineers drawings and specifications20 risers @162mm height19 treads @250mm width

D45

3424 2440

F.F.L. 5750

F.F.L. 5750

F.F.L. 5665

F.F.L. 5700

600

g

Take Note - Fire RequirementsRefer to fire plan Dwg No. 150508MF-001

30min firewall, refer to fire plan Dwg No. 150508MF-001

30min firewall, refer to fire plan Dwg No. 150508MF-001

30min firewall, refer to fire plan Dwg No. 150508MF-001

Sew

er

pip

e

com

pacte

d in

cle

an

b

uild

ers

san

d

600r

600r

1000

-

---

-

---

600r

re

600r

re

re

600r

ie

re

rere

SEWERCONNECTION

MH

re

g

50øvv

Heavy duty rodding eye

re

ie

ss

230 3634 230

4094

230

3900

230

4360

1000

Sewer pipe to be compacted in clean builders sand

Sewer pipe to be compacted in clean builders sand

Sewer pipe to be compacted in clean builders sand

180 885

Scale

Clie

nt

Pro

ject

Dono

van

Youn

gC

ell:

08

2 4

24 6

314

Fax

:0

86

67

431

08

Em

ail

:d

mca

rchi1

966

@gm

ail.

co

mW

eb

:w

ww

.dm

carc

hi.co

.za

SA

CA

P T

046

9

10

Fri

esla

nd

Str

eet

Bu

ckin

gha

m V

illag

eD

urb

anvill

e75

50

Date

Plo

tted

Date

Arch

itec

ture

Revis

ion

Dra

win

g n

um

ber

For

Off

icia

l U

se O

nly

This

des

ign i

s co

pyri

ght

and r

emain

s th

e p

rop

erty

of

the

des

igner

.

All

dim

ensi

ons

& lev

els

to b

e ch

ecked

on s

ite

bef

ore

any w

ork

com

men

ces.

Only

fig

ure

d d

imen

sions

to b

e fo

llow

ed d

o n

ot

scale

fro

m d

raw

ing.

IN A

SS

OC

IAT

ION

WIT

H

pie

rre

ma

lan

arc

hite

ct

b.a

rg.

b.a

rch

. a

rg.(

sa)

arc

h.(

sa)

Re

g.

No

. 6225

1 : 1

00

08/0

7/2

016 1

1:3

7:1

3

2015/1

9525 -

01

Pro

posed O

ffic

e's

CR

OS

SF

IRE

PR

OP

ER

TIE

S

Jun

e'2

016

Erf

195

25

, P

aard

evle

i, S

om

ers

et

West

Gro

und S

tore

y

A

Council

Subm

issio

n

1 : 100

01 - Ground Storey

Parking Schedule

Description Count

Parking Bays 61

Gross Leasing Areas

Level Name Area

01 - Ground Storey Offices 384 m²

02 - First Storey Offices 392 m²

03 - Second Storey Offices 392 m²

04 - Third Storey Offices 387 m²

Grand total: 4 1556 m²

Site Area = 2596m²

Coverage Area = 580m² / 2596 = 22.3%

Bulk Area Ratio = 2596 / 1893 = 1.37

Office Parking

Parking = (GLA) 1556m² x 0.04 = 62.2bays

Total Parking Bays Required= 62 baysActual No. of Parking Bays = 61 bays

Floor Space

Level Name Area

01 - Ground Storey Ablutions 34 m²

01 - Ground Storey Entrance Lobbies 61 m²

01 - Ground Storey Fire Escape 15 m²

01 - Ground Storey Lift 6 m²

01 - Ground Storey Offices 384 m²

01 - Ground Storey Refuse Room 18 m²

519 m²

02 - First Storey Ablutions 32 m²

02 - First Storey Landings 36 m²

02 - First Storey Offices 392 m²

460 m²

03 - Second Storey Ablutions 32 m²

03 - Second Storey Landings 36 m²

03 - Second Storey Offices 392 m²

460 m²

04 - Third Storey Ablutions 32 m²

04 - Third Storey Landings 36 m²

04 - Third Storey Offices 387 m²

455 m²

Grand total 1893 m²

Co

un

cil

Am

en

dem

en

ts C

om

pete

d 2

0/0

6/2

01

6

SITE COPY