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