Talen
Pages
Wettelijk
S-01
B-03
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDO
W SI
LL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDO
W SI
LL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
440
440
440
44019403420220
33017202202400110950
1103400220
110
238036403550
1940220220
67502202535220
194022071902755
220
440
2380
330
EXPANSION JOINT
4402630440
4402630440
D05
D03
D02
D03
D04
D08
D05
D03
D02
D03
D04
D08
D01
D06
D04
D04
D03
D07
440
3155
3375
440
3375
3155
440
4440
330
1800
330
735
4440
330
1800
330
735
D03
D07
D01
D04
D04
D06
4402630440
4402630440
PM1
ND54
NC4
NC6-
LH
W01
PM1
ND54
NC4
NC6-
RH
W01
PM1
ND54
NC4
NC6-
RH
W01
PM1
ND54
NC4
NC6-
LH
W01
NE1
NE1
NE1
NE1
220
220
3375
110
3600
220
3600
110
3375
220 22
033
7511
036
0022
036
0011
033
7522
0
330
2400
220
3375
220
7195
220
7190
220
7195
220
3375
220
2400
330
2730
3595
7635
7190
7635
3595
2730
44019403420220
3640 2380
440194022032401103400220
330194022067501102645220
4401720
220
22067502202535220
216022071902755
2730
220
2290
110
1800
220
2660
220
2660
220
1800
110
2290
220 22
0
2290
110
1800
220
2660
220
2660
220
1800
110
2290
220
2400
330
330
2400
220
2180
220
1800
110
5765
110
1800
220
4800
220
1800
110
5765
110
1800
220
2180
220
2400
330
110
2620
2400
2130
5765
2130
4800
2130
5765
2130
5020
110
0.000
0.000
0.000
0.000
-0.08
5-0.
085
UNIT
13UN
IT 14
UNIT
15UN
IT 16
110
220
110
220
110
220
110
220
220
440
1980
440
2160
440
2215
1540
1630
1540
2225
440
2175
440
2175
440
2225
1540
1630
1540
2215
440
2160
440
1980
440
220
220
LINTE
LS O
VER
@
2210
FROM
U.F.
F.L
LINTE
LS O
VER
@
2210
FROM
U.F.
F.LLIN
TELS
OVE
R @
22
10 FR
OM U
.F.F.L
LINTE
LS O
VER
@
2210
FROM
U.F.
F.LLIN
TELS
OVE
R @
22
10 FR
OM U
.F.F.L
FIRE WALL
UP
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
NC5
NC5
3510
5
12325
S-02
B-03
390
390
810
810
390
390
390
390
840
810
390
39085
5
1110
845
845
855
855
1110
845
845
1110
855
935
935
495
495
110
495
495
110
495
495
110
495
495
110
1110
2730
1482
514
825
2730
FIRE WALL
FIRE WALL
AEAE
AEAE
REINF
ORCE
D FO
UNDA
TION
OVER
DRA
IN
REINF
ORCE
D FO
UNDA
TION
OVER
DRA
INRE
INFOR
CED
FOUN
DATIO
N OV
ER D
RAIN
BALC
ONY
CER.
TILE
BALC
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CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
EDGE
OF O
VERH
EAD
SLAB
EDGE
OF
OVER
HEAD
SLAB
EDGE
OF O
VERH
EAD
SLAB
EDGE
OF
OVER
HEAD
SLAB
REINF
ORCE
D FO
UNDA
TION
OVER
DRA
IN
123456789
UP
9 1234567810
12-WAY METERBOARD
12-WAY METERBOARD
PLAS
TERE
D W
ALL F
INISH
PLAS
TERE
D W
ALL F
INISH
S-01
B-03
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
780
220
44019403420220
3550 3640 2380
44019403420220
238036403550
238022032401103400220
440
440
3301720220220
67502202535220
205022071902755
4402630440
4402630440
EXPANSION JOINT
D08
D04
D03
D03
D05
D02
D07
D03
D04
D04
D06
D01
D03
D03
D05
D02
D01
D03
D04
D07
D08
D04
D04
D06
780220
330194022067501102645220
19402202400110950
1103400220
4401720220
220
67502202535220
216022071902755
2730
220
2290
110
1800
220
2660
220
2660
220
1800
110
2290
220 22
0
2290
110
1800
220
2660
220
2660
220
1800
110
2290
220
2400
330
PM1
ND4
NC4
NC6-
LH
W01
PM1
ND4
NC4
NC6-
RH
W01
PM1
ND4
NC4
NC6-
RH
W01
PM1
ND4
NC4
NC6-
LH
W01
NE1
NE1
NE1
NE1
330
2400
220
2180
220
1800
110
5765
110
1800
220
4800
220
1800
110
5765
110
1800
220
2180
220
2730
110
2620
2400
2130
5765
2130
4800
2130
5765
2130
2400
2620
110
440
3155
3375
440
3375
3155
440
4440
330
1800
330
735
4440
330
1800
330
735
220
3375
110
3600
220
3600
110
3375
220
220
3375
110
3600
220
3600
110
3375
220
330
2400
220
3375
220
7195
220
7190
220
7195
220
3375
220
2400
330
2730
3595
7635
7190
7635
3595
2730
110 45
045
07511
0 450
45011
0
2380
1940
2160
1940
2380
1940
2160
2380
1940
220
110
440
4402630440
4402630440
2.750
2.750
2.750
2.750
2.665
2.665
UNIT
17UN
IT 18
UNIT
19UN
IT 20
110
220
110
220
110
220
110
220
220
220
220
LINTE
LS O
VER
@
2210
FROM
U.F.
F.L
LINTE
LS O
VER
@
2210
FROM
U.F.
F.LLIN
TELS
OVE
R @
22
10 FR
OM U
.F.F.L
LINTE
LS O
VER
@
2210
FROM
U.F.
F.LLIN
TELS
OVE
R @
22
10 FR
OM U
.F.F.L
FIRE WALL
18
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
NC5
NC5
440
1980
440
2160
440
2215
1540
1630
1540
2225
440
2175
440
2175
440
2225
1540
1630
1540
2215
440
2160
440
1980
440
3510
5
12325
S-02
B-03
390
810
810
390
390
860
845
845
845
845
1000 1110
1110
1110
935
390
810
840
390
390
390
860
495
110
495
495
495
110
860
860
935
495
495
110
495
495
110
390
2730
1482
514
825
2730
FIRE WALL
FIRE WALL
110
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
365
3195
880
2460
735
365
3195
880
2460
735
1000 1110
STEE
L LOU
VRE
ACC.
TO D
ETAIL
7410
7410
7410
7410
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
UPDN
192021222324252627
12 13 14 15 16 1728
UPDN
192021222324252627
12 13 14 15 16 1718
28
PLAS
TERE
D W
ALL F
INISH
PLAS
TERE
D W
ALL F
INISH
FLOO
R PL
AN
LOUV
RE SC
REEN
DET
AIL1:5
0
5090050
1000
FRON
T SEC
TION
SIDE S
ECTIO
N
50X5
0mm
MILD
STEE
L TU
BING
FRAM
E
30X3
0X2.5
mm AN
GLE I
RON
LOUV
RES W
ITHOU
T SPA
CING
5090
0 50
1000
BALC
ONY
BALC
ONY
NOTE
:ALL
STEE
LWOR
K: GR
IND
ALL W
ELDE
D JO
INTS
.PO
WDE
R CO
ATED
FINI
SH -C
OLOU
R BL
ACK.
50X5
0mm
MILD
STEE
L TU
BING
FRAM
E
30X3
0X2.5
mm AN
GLE I
RON
LOUV
RES W
ITHOU
T SPA
CING
1m H
IGH
BALU
STRA
DE
ACC.
TO D
ETAIL
1m H
IGH
BALU
STRA
DE
ACC.
TO D
ETAIL
50X5
0mm
MILD
STEE
L TU
BING
FRAM
E
30X3
0X2.5
mm AN
GLE I
RON
LOUV
RES W
ITHOU
T SPA
CING
5050
150100
5070050165050
150100
5070050149050
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
220
220
220
220
220
220
280
280
280
280
280
280
280340280340280280
280 280
280
280
340 280
280
280
340 280
280
280
11
GEN
ERAL
NO
TES:
DR
AIN
AGE
FOU
ND
ATIO
NS
& FL
OO
RS
WAL
LS
CO
NC
RET
E R
OO
F
CEI
LIN
G (F
OR
CO
NC
RET
E SL
ABS)
GLA
ZIN
G:
LIG
HTI
NG
& V
ENTI
LATI
ON
:
CO
NST
RU
CTI
ON
JO
INTS
:
WAT
ERPR
OO
FIN
G:
RAI
N W
ATER
GO
OD
S
WIN
DO
WS
RO
OF
INSU
LATI
ON
& R
OO
F SI
SALA
TIO
N
NEW
DEV
ELO
PMEN
T O
N PT
N 10
90 (A
PTN
OF
PTN
998)
OF
THE
FARM
KAM
EELD
RIFT
NO
. 298
COUN
CIL
SUBM
ISSI
ON
ALTE
RATI
ONS
TO S
TAIR
S01
05/11
/2019
REV
ISIO
N S
CH
EDU
LE:
Desc
riptio
n:Re
v:Da
te:
SIG
NAT
UR
E O
F O
WN
ER:
CLI
ENT:
PRO
JEC
T N
O:
PRO
JEC
T D
ESC
RIP
TIO
N:
ENG
INEE
R'S
DET
AILS
:
DR
AWIN
G D
ESC
RIP
TIO
N:
SCAL
E: A
S SH
OW
N
SIG
NAT
UR
E O
F AR
CH
ITEC
T:
Rev
No.
Prot
ecte
d by
the
Cop
yrig
ht A
ct n
o. 9
8 of
197
8
WB(
wash
basin
)=50
mm W
P:
B
T(bid
et)=5
0mm
WP
B(ba
th)=5
0mm
WP
S(sin
k)=50
mm W
PSW
(show
er)=
50mm
WP
with
deap
seal
bras
s tra
pW
C(wa
ter cl
oset)
=110
mm up
vc S
P(so
il pipe
)
0,75 m
23,2
0 m2
2,10 m
21,5
0 m2
3 mm
6 mm
5 mm
4 mm
Nomi
nal T
hickn
ess:
Rhino
-lite f
inish
to al
l slab
ceilin
gs
Safe
ty Gl
ass i
n:sli
ding d
oors
(+ m
arke
rs), &
wind
ows w
ith a
sill h
eight
les th
an 50
0mm
All d
oors
with
glass
pane
s and
side
lights
to be
safe
ty gla
ss.
Maxim
um S
ize:
Reinf
orce
d con
crete
slab a
s per
engin
eer's
draw
ings a
nd sp
ecific
ation
s
Cons
tructi
on jo
ints (
betw
een b
rick &
re-in
force
d con
crete
slabs
), pa
rape
ts &
water
-&da
mppr
oofin
g mus
t com
ply w
ith S
ABS0
121.
Joint
s to b
e sea
led w
ith si
licon
ebas
is se
alant
125X
100m
m ch
roma
deck
alum
inium
gutte
rs an
d 100
x75m
m ch
roma
deck
alum
inium
down
pipes
to co
mply
with
SABS
0400
. Colo
ur to
matc
h wall
s (wh
ere a
pplic
able)
Old W
orld
Conc
rete
pre-
cast
conc
rete
water
spou
t to al
l con
crete
roof
slabs
. GMS
down
pipe
s (NO
UPV
C FI
TTIN
GS A
LLOW
ED) w
here
appli
cable
Contr
actor
mus
t sup
ply A
AAMS
A-ce
rtifica
te
Whe
re sh
ort f
alls o
ccur
due t
o sec
urity
cons
idera
tions
thes
e sho
rtage
s will
besu
pplem
ented
to th
e req
uired
leve
ls wi
th El
ectric
Ligh
ting &
Arti
ficial
Ven
tilatio
n.
Prov
ide IE
to al
l dire
ction
/grad
ient c
hang
es. P
rovid
e CE
for e
very
25m
length
of so
il pipe
. Pro
vide m
arke
d co
vers
to all
was
te fitt
ing. P
rovid
e re-
seal
traps
to al
l was
te fitt
ings.
All ju
nctio
ns of
was
te an
d soil
pipe
s to b
e ac
cesib
le alo
ng en
tire le
ngth.
Ben
ds &
Junti
ons s
hall n
ot be
unde
r buil
dings
. Soil
pipe
s und
er bu
ilding
s to b
e en
case
d in 3
00mm
conc
rete.
Exter
nal w
alls:
Textu
red n
ew pl
aster
to co
mply
with
SABS
code
109
0:199
6. A
SABS
certif
icate
of co
mplia
nce (
for it
ems 6
.6.1-
6.8) m
ust b
e obta
ined b
y the
contr
actor
. Pain
t:Pl
asco
n ___
____
____
_ and
Plas
con _
____
____
__ w
here
indic
ated o
n dra
wing
s. Int
erna
l wall
s: Pl
aster
& pa
int.
Bathr
oom
& kit
chen
wall
s: tile
d as p
er cl
ients
spec
ificati
ons.
600x
220m
m 1:3
:6 co
ncre
te str
ip fo
unda
tions
, min
depth
300m
m, or
as pe
r eng
ineer
s spe
cifica
tions
& dr
wgs.
No
strip
foun
datio
ns sh
all en
croac
h any
boun
dary
or se
rvitu
de lin
e. 25
mm ce
ment
scre
ed on
75mm
conc
rete
surfa
cebe
d on 2
50 m
icron
damp
proo
f cou
rse on
suita
ble so
il filli
ng co
mpac
ted in
max
laye
rs of
150m
m thi
ckne
ss.
all co
ncre
te flo
ors a
ccor
ding t
o eng
ineer
's sp
ecific
ation
s & dr
awing
s
Build
ing w
ork a
nd m
ateria
ls mu
st co
mply
with
Loca
l Auth
oritie
s Bye
-Law
s and
NBR
SABS
0400
. Do n
ot sc
ale th
is dr
awing
. Use
figur
ed di
mens
ions o
nly. A
ll dim
s and
heigh
ts to
be ch
ecke
d on
site.
Des
crepe
ncies
shall
be re
porte
d to t
hear
chite
ct. A
ll lev
els, h
eights
, dep
th, pl
inths
, exc
avati
ons a
nd nu
mber
of st
eps a
reto
be fin
ally c
heck
ed by
the c
ontra
ctor o
n site
. Lev
els sh
own a
re un
finish
ed flo
or le
vels.
roof
tiles
: -1
50mm
THI
NK P
INK
glass
fibre
insu
lation
abov
e ceil
ingro
of sh
eetin
g:-s
isalat
ion®
405 M
ulti-p
urpo
se gr
ade r
einfo
rced a
lumini
um
f
oil in
sulat
ion do
uble
sided
unde
r roo
f she
eting
and 1
50mm
THIN
K PI
NK gl
assfi
bre i
nsula
tion a
bove
ceilin
g
des
ign
an
d d
rau
ghti
ng
stu
dio
PEN
TZ C
ON
SU
LTIN
G
1195
A C
unni
ngha
m a
ve, W
aver
ley,
018
6 ch
esle
e@pe
ntzc
onsu
lting
.co.
za08
2 49
5 30
38
C.P
entz
Pro
fess
iona
l Arc
hite
ctur
al T
echn
olog
ist (
Reg
. No.
T09
37)
SA
IAT
(SA
) (fu
ll m
embe
r) 3
1832
SHEE
T N
O:
Any g
lass u
sed i
n any
bath
enclo
sure
or sh
ower
mus
t be s
afety
glas
s.
STO
RM
WAT
ER D
RAI
NAG
E20
0X85
mm S
urfa
ce dr
ainag
e outl
ets 3m
c/c o
n bou
ndar
y wall
.
APPR
ON
1m C
oncre
te/Pa
ving a
ppro
n all r
ound
main
and o
utbuil
dings
of ro
of de
sign s
o req
uires
.
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
H &
J):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
K):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
P):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
O):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
K):
CONC
RETE
ROO
F: on
e lay
er de
rbigu
m sp
4 wate
rpro
ofing
mem
bran
e, wi
th 75
mm si
de la
ps an
d 100
mm
end l
aps,
seale
d to p
rimed
surfa
ce to
falls
and c
ross
falls
by `t
orch
fusio
n` in
cludin
g pro
tectio
n of 5
0mm
thick
lay
er cl
ean 1
9-25
mm cr
ushe
d ston
e. ap
plied
stric
tly ac
cord
ing to
man
ufac
turer
s spe
cifica
tions
on m
in.
30mm
scre
ed w
ith 1:
200 s
lope t
o con
crete
water
-spou
t on c
oncre
te sla
b to e
ngine
ers d
esign
.
BALC
ONIE
S: T
iles l
aid on
40mm
scre
ed on
slip
shee
t on 4
mm C
G4 D
ERBI
GUM
all as
per m
anuf
actur
er's
spec
ificati
on. R
OOFS
: 40m
m lay
er 12
-19m
m gr
avel
on 5
0mm
river
sand
on B
IDDE
M me
mbra
ne 4m
m CG
4 DER
BIGU
M pa
tented
wate
rpro
ofing
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
L):
chro
made
k ibr
roof
shee
ting-
colou
r -wh
ite lio
n @ 30
° (60
0 ove
rhan
g) on
76 x
50 s.
a. pin
e batt
ens o
n sisa
lation
on
152 x
38 s.
a. pin
e raf
ters o
n 114
x 38
stru
ts on
152 x
38 s.
a. pin
e tie
beam
s @ 76
0mm
c/c m
ax. o
n 114
x 38
s.a
. pine
wall
plates
. trus
ses t
ied to
wall
s with
4mm∅
galva
nised
stee
l wire
built
into w
alls a
t leas
t 8 br
ick
cour
ses d
eep w
here
poss
ible.
wall p
lates
bolte
d to w
all w
ith 25
0mm
long g
alvan
ised b
olts.
all s.
a. pin
e to b
e gr
ade 8
woo
d
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
XA)
:
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
R):
AO=
ever
ite fib
re ce
ment
pane
ls to
cove
r duc
t acc
ess o
penin
g, pa
int to
matc
h colo
ur of
wall
s
H3
A1
BUIL
DIN
G C
LASS
IFIC
ATIO
N:
SHEE
T SI
ZE:
UNIT
-T6
4L/B
/CNEW
BAL
CONI
ES &
LOUV
RE S
CREE
NS O
N FI
RST
& SE
COND
STO
REY
0202
/03/20
20AL
TERA
TION
S TO
BLO
CK &
UNI
T DE
SCRI
PTIO
NS03
03/04
/2020
BLO
CK B
-NO
. 5ALTE
RATI
ONS
TO LO
UVRE
SCR
EENS
0416
/04/20
20AL
TERA
TION
S TO
STA
IRS
0520
/01/20
21AL
TERA
TION
S TO
STA
IRS
0825
/01/20
21KI
TCHE
N W
INDO
WS
OMIT
TED
0905
/02/20
21PL
ASTE
RED
STAI
RCAS
E W
ALLS
10
11/02
/2021
NEW
KIT
CHEN
WIN
DOW
S11
08/03
/2021
ALTE
RATI
ONS
KITC
HEN
LAYO
UT11
08/03
/2021
08 M
ar 2
021
11:4
6:02
LEBR
A DE
VELO
PMEN
T (P
ROPR
IETA
RY) L
TD.
B-01
1861
FLO
OR
PLA
NS
& D
ETAI
LS
1 : 1
00G
RO
UN
D S
TOR
EY
1 : 1
00FI
RST
STO
REY
FIR
E PR
OTE
CTI
ON
:(1
) any
sep
erat
ing
elem
ent (
wall
and
floor
) bet
ween
any
gar
age
that
is n
otla
rge
enou
gh to
be
clas
sifie
d as
j4 a
nd a
ny h
abita
ble
room
sha
ll ha
ve a
fire
resi
stan
ce o
f not
less
than
30
min
and
the
wall
shal
l ext
end
to th
eun
ders
ide
of th
e ro
of.
(2) a
ny d
oor b
etwe
en s
uch
gara
ge a
nd a
ny s
uch
room
sha
ll ha
ve a
fire
reis
itanc
e of
not
less
than
30
min
and
suc
h do
orwa
y sh
all r
equi
re a
thre
shol
d of
not
less
than
10m
m.
(3) n
o co
mbu
stib
le ro
of c
ompo
nent
s sh
all p
enet
rate
the
sepe
ratin
gel
emen
t div
idin
g th
e sp
ace
betw
een
the
gara
ge a
nd th
e ha
bita
ble
room
.(4
) any
sol
id ti
mbe
r doo
r con
stru
cted
with
dou
ble
reba
ted
join
ts ,
that
hav
ea
thic
knes
s of
not
less
than
40m
m ,
shal
l be
deem
ed to
com
ply
with
the
requ
irem
ent o
f 4.9
.2 fo
r rat
ing
of 3
0 m
in.
(5) c
him
ney
as p
er n
br p
art '
v' a
nd m
inim
um 1
m a
bove
roof
cov
erin
g.(6
) no
serv
ices
in c
eilin
g vo
id in
gar
age.
(7) 1
2.5m
m 3
0 m
in x
-rate
d rh
ino
fire
ceili
ng a
cc. t
o SA
NS
1040
0-t:2
011
4.55
SAFE
TY F
ILES
& S
AFET
Y C
ERTI
FIC
ATES
:Ac
cord
ing
to th
e O
ccup
atio
nal H
ealth
& S
afet
y Ac
t, Ac
t 85
of 1
993,
the
owne
r of t
he s
tand
for
whom
con
stru
ctio
n wo
rk is
per
form
ed is
the
"clie
nt" b
y th
e Ac
t and
is re
spon
sibl
e an
d ac
coun
tabl
e fo
r the
saf
ety
of a
ll wo
rker
s on
his
sta
nd d
urin
g a
build
ing
perio
d.
(8) g
as in
stal
latio
n -t
o co
mpl
y wi
th 1
0087
-1: 2
008-
editi
on 5
7.3.
3.12
.
1 : 1
00W
ALKW
AY E
LEVA
TIO
N
S-01
B-03
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
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EMA
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MCE
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E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDO
W SI
LL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
44019403420220
23803640
440
440
440
440
440
19402202400110950
1103400220
44019403640
23803640
4401720220220
67502202535220
2755 7190 220 2160
1940
2160
2380
2380
1940
440
1980
440
2160
440
2215
1540
1630
1540
2225
440
2175
440
2175
440
2225
1540
1630
1540
2215
440
2160
440
1980
440
3510
5
4402630440
4402630440
EXPANSION JOINT
D02
D03
D05
D03
D04
D02
D03
D05D0
3
D04
D08
D08
330172022069701102645220
238022032401103400220
4401720
220
22067502202535220
216022071902755
3375
440
3375
220
3375
110
3600
220
3600
110
3375
220 22
0
3375
110
3600
220
3600
110
3375
220
330
2400
220
3375
220
7195
220
7190
220
7195
220
3375
220
2400
330
2730
3595
7635
7190
7635
3595
2730
2730
220
2290
110
1800
220
2660
220
2660
220
1800
110
2290
0220
2510
110
1800
220
2660
220
2660
220
1800
110
2290
2950
2730
220
2180
220
1800
110
5765
110
1800
220
4800
220
1800
110
5765
1910
220
2180
220
2400
330
2730
2400
2130
5765
2130
4800
2130
5765
2130
2400
2730
12325
4402630440
4402630440
D01
D04
D06
D04
D03
D01
D04
D06
D04
D03
D07
D07
ND4
PM1
NC4
NC6-
LH
W01
ND4
PM1
NC4
NC6-
RH
W01
ND4
PM1
NC4
NC6-
RH
W01
ND4
PM1
NC4
NC6-
LH
W01
NE1
NE1
NE1
NE1
5.500
5.500
5.500
5.500
2160
5.415
UNIT
21UN
IT 22
UNIT
23UN
IT 24
110
220
110
220
110
220
220
110
5.415
LINTE
LS O
VER
@
2125
FROM
U.F.
F.LLIN
TELS
OVE
R @
21
25 FR
OM U
.F.F.L
114X
38 H
ARDW
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BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
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R @
2295
FR
OM U
.F.F.L
114X
38 H
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OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
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BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
FIRE WALL
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
STAIRS:RISER: 152.8mmTREAD: 250mm
NC5
NC5
S-02
B-03
1000 1110
1000 1110
935
935
860
845
845
860
860
845
845
860
110
495
495
495
495
110
1000 1110
1000 1110
495
495
110
495
390
390
810
840
450
7539
0
390
390
810
110
450
810
450
110
390
390
FIRE WALL
FIRE WALL
2730
1482
514
825
2730
220
110
220
220
110
365
3195
880
2460
735
365
3195
880
2460
735
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
DN
DN
192021222324252627
28 29 30 31 32 33 34 35 36DN
DN
192021222324252627
28 29 30 31 32 33 34 35 36
PLAS
TERE
D W
ALL F
INISH
PLAS
TERE
D W
ALL F
INISH
1000
STAIR
S ACC
. TO
ENGI
NEER
'S DE
SIGN
INTE
RNAL
10mm
BARS
TO BE
SP
ACED
EVEN
LY TH
AT O
PEN
SPAC
E BET
WEE
N EA
CH O
NE
DOES
NOT
EXCE
ED 10
0mm
STAIR
S ACC
. TO
ENGI
NEER
'S DE
SIGN
THR
EAD
S TO
BE
MIN
. 250
mm
RISERS TO BE MAX. 200mm
100
ALL D
IMEN
SIONS
OF S
TAIR'
S THR
EADS
& R
ISERS
TO BE
DOU
BLE C
HECK
ED O
N PL
ANS A
ND R
EAD
IN CO
NJUN
CTIO
N W
ITH
ENGI
NEER
'S DR
AWIN
GS BE
FORE
CO
NSTR
UCTIO
N CO
MMEN
CES
TYPIC
AL ST
AIR D
ETAIL
1:50
BRIC
KFOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
FOR
4 LA
YERS
220m
m PR
E-CA
ST C
ONCR
ETE L
INTE
LS/
220m
m FA
CE BR
ICK L
INTE
L
STAN
DARD
STEE
L/WOO
D/AL
UMINI
UM W
INDO
WS
SILL A
CC. T
O CL
IENT.
DPC
BELO
W
85mm
CON
CRET
E SUR
FACE
BED
WITH
MES
H RE
F. 19
3 AND
CL
ASS 2
5 CON
CRET
E ON
250 M
ICRO
DAM
P PRO
OF (U
SB
GREE
N) C
OURS
E ON
150m
m CO
MPAC
TED
HARD
CORE
DPC
DPC
TYPIC
AL W
INDO
W DE
TIAL
1:50
220m
m EX
TERN
AL W
ALL
110m
m DI
A PVC
PIPE
@ FO
UNDA
TION
LEVE
L
DPC
SECT
ION
914
1:50
1000
50MM
DIA.
STEE
L HAN
DRAIL
50X5
0mm
STEE
L POS
T
10X1
0mm
STEE
L BAL
USTE
R
TYPIC
AL BA
LUST
RADE
DET
AIL1:2
0
NOTE
:BAL
USTR
ADES
TO BE
DES
IGNE
D AN
D IN
STAL
LED
ACCO
RDIN
G TO
ENGI
NEER
'S SP
ECIFI
CATIO
NS
8585
8585
8585
8585
8585
8585
8585
85
10050
7005050
50
NOTE
:ALL
STEE
LWOR
K: GR
IND
ALL W
ELDE
D JO
INTS
.PO
WDE
R CO
ATED
FINI
SH -C
OLOU
R BL
ACK.
110m
m BR
ICK
RECE
SS
340235
700
340 935
390
1020
390
BATH
ROOM
REC
ESS D
ETAIL
1:50
3030
BALC
ONY/W
ALK W
AY W
EATH
ER D
RIP D
ETAIL
1:20
FLOO
R TIL
E ON
MINI
MUM
30mm
SCRE
ED TO
FALL
ON
SABS
AP
PROV
ED W
ATER
PROO
FING
TO M
ANUF
ACTU
RERS
DET
AILS &
SP
ECIFI
CATIO
NS AC
C. TO
SANS
10 40
0
TILE
TILE
CHRO
MADE
K IBR
COV
ERIN
G (C
OLOU
R -W
HITE
LION)
@ 30
° (60
0 OVE
RHAN
G)
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING (C
OLOU
R -
WHIT
E LIO
N) @
2° (3
00 O
VERH
ANG)
600 7635 600
600
7635
600
600
7635
600
LOUV
RE SC
REEN
AC
C. TO
DET
AILLO
UVRE
SCRE
EN
ACC.
TO D
ETAIL
LOUV
RE SC
REEN
AC
C. TO
DET
AILLO
UVRE
SCRE
EN
ACC.
TO D
ETAIL
450
110
110
220
110
11
GEN
ERAL
NO
TES:
DR
AIN
AGE
FOU
ND
ATIO
NS
& FL
OO
RS
WAL
LS
CO
NC
RET
E R
OO
F
CEI
LIN
G (F
OR
CO
NC
RET
E SL
ABS)
GLA
ZIN
G:
LIG
HTI
NG
& V
ENTI
LATI
ON
:
CO
NST
RU
CTI
ON
JO
INTS
:
WAT
ERPR
OO
FIN
G:
RAI
N W
ATER
GO
OD
S
WIN
DO
WS
RO
OF
INSU
LATI
ON
& R
OO
F SI
SALA
TIO
N
NEW
DEV
ELO
PMEN
T O
N PT
N 10
90 (A
PTN
OF
PTN
998)
OF
THE
FARM
KAM
EELD
RIFT
NO
. 298
COUN
CIL
SUBM
ISSI
ON
ALTE
RATI
ONS
TO S
TAIR
S01
05/11
/2019
REV
ISIO
N S
CH
EDU
LE:
Desc
riptio
n:Re
v:Da
te:
SIG
NAT
UR
E O
F O
WN
ER:
CLI
ENT:
PRO
JEC
T N
O:
PRO
JEC
T D
ESC
RIP
TIO
N:
ENG
INEE
R'S
DET
AILS
:
DR
AWIN
G D
ESC
RIP
TIO
N:
SCAL
E: A
S SH
OW
N
SIG
NAT
UR
E O
F AR
CH
ITEC
T:
Rev
No.
Prot
ecte
d by
the
Cop
yrig
ht A
ct n
o. 9
8 of
197
8
WB(
wash
basin
)=50
mm W
P:
B
T(bid
et)=5
0mm
WP
B(ba
th)=5
0mm
WP
S(sin
k)=50
mm W
PSW
(show
er)=
50mm
WP
with
deap
seal
bras
s tra
pW
C(wa
ter cl
oset)
=110
mm up
vc S
P(so
il pipe
)
0,75 m
23,2
0 m2
2,10 m
21,5
0 m2
3 mm
6 mm
5 mm
4 mm
Nomi
nal T
hickn
ess:
Rhino
-lite f
inish
to al
l slab
ceilin
gs
Safe
ty Gl
ass i
n:sli
ding d
oors
(+ m
arke
rs), &
wind
ows w
ith a
sill h
eight
les th
an 50
0mm
All d
oors
with
glass
pane
s and
side
lights
to be
safe
ty gla
ss.
Maxim
um S
ize:
Reinf
orce
d con
crete
slab a
s per
engin
eer's
draw
ings a
nd sp
ecific
ation
s
Cons
tructi
on jo
ints (
betw
een b
rick &
re-in
force
d con
crete
slabs
), pa
rape
ts &
water
-&da
mppr
oofin
g mus
t com
ply w
ith S
ABS0
121.
Joint
s to b
e sea
led w
ith si
licon
ebas
is se
alant
125X
100m
m ch
roma
deck
alum
inium
gutte
rs an
d 100
x75m
m ch
roma
deck
alum
inium
down
pipes
to co
mply
with
SABS
0400
. Colo
ur to
matc
h wall
s (wh
ere a
pplic
able)
Old W
orld
Conc
rete
pre-
cast
conc
rete
water
spou
t to al
l con
crete
roof
slabs
. GMS
down
pipe
s (NO
UPV
C FI
TTIN
GS A
LLOW
ED) w
here
appli
cable
Contr
actor
mus
t sup
ply A
AAMS
A-ce
rtifica
te
Whe
re sh
ort f
alls o
ccur
due t
o sec
urity
cons
idera
tions
thes
e sho
rtage
s will
besu
pplem
ented
to th
e req
uired
leve
ls wi
th El
ectric
Ligh
ting &
Artif
icial
Venti
lation
.
Prov
ide IE
to al
l dire
ction
/grad
ient c
hang
es. P
rovid
e CE
for e
very
25m
length
of so
il pipe
. Pro
vide m
arke
d co
vers
to all
was
te fitt
ing. P
rovid
e re-
seal
traps
to al
l was
te fitt
ings.
All ju
nctio
ns of
was
te an
d soil
pipe
s to b
e ac
cesib
le alo
ng en
tire le
ngth.
Ben
ds &
Junti
ons s
hall n
ot be
unde
r buil
dings
. Soil
pipe
s und
er bu
ilding
s to b
e en
case
d in 3
00mm
conc
rete.
Exter
nal w
alls:
Textu
red n
ew pl
aster
to co
mply
with
SABS
code
109
0:199
6. A
SABS
certif
icate
of co
mplia
nce (
for it
ems 6
.6.1-
6.8) m
ust b
e obta
ined b
y the
contr
actor
. Pain
t:Pl
asco
n ___
____
____
_ and
Plas
con _
____
____
__ w
here
indic
ated o
n dra
wing
s. Int
erna
l wall
s: Pl
aster
& pa
int.
Bathr
oom
& kit
chen
wall
s: tile
d as p
er cl
ients
spec
ificati
ons.
600x
220m
m 1:3
:6 co
ncre
te str
ip fo
unda
tions
, min
depth
300m
m, or
as pe
r eng
ineer
s spe
cifica
tions
& dr
wgs.
No
strip
foun
datio
ns sh
all en
croac
h any
boun
dary
or se
rvitu
de lin
e. 25
mm ce
ment
scre
ed on
75mm
conc
rete
surfa
cebe
d on 2
50 m
icron
damp
proo
f cou
rse on
suita
ble so
il filli
ng co
mpac
ted in
max
laye
rs of
150m
m thi
ckne
ss.
all co
ncre
te flo
ors a
ccor
ding t
o eng
ineer
's sp
ecific
ation
s & dr
awing
s
Build
ing w
ork a
nd m
ateria
ls mu
st co
mply
with
Loca
l Auth
oritie
s Bye
-Law
s and
NBR
SABS
0400
. Do n
ot sc
ale th
is dr
awing
. Use
figur
ed di
mens
ions o
nly. A
ll dim
s and
heigh
ts to
be ch
ecke
d on
site.
Des
crepe
ncies
shall
be re
porte
d to t
hear
chite
ct. A
ll lev
els, h
eights
, dep
th, pl
inths
, exc
avati
ons a
nd nu
mber
of st
eps a
reto
be fin
ally c
heck
ed by
the c
ontra
ctor o
n site
. Lev
els sh
own a
re un
finish
ed flo
or le
vels.
roof
tiles
: -1
50mm
THI
NK P
INK
glass
fibre
insu
lation
abov
e ceil
ingro
of sh
eetin
g:-s
isalat
ion®
405 M
ulti-p
urpo
se gr
ade r
einfo
rced a
lumini
um
f
oil in
sulat
ion do
uble
sided
unde
r roo
f she
eting
and 1
50mm
THIN
K PI
NK gl
assfi
bre i
nsula
tion a
bove
ceilin
g
des
ign
an
d d
rau
ghti
ng
stu
dio
PEN
TZ C
ON
SU
LTIN
G
1195
A C
unni
ngha
m a
ve, W
aver
ley,
018
6 ch
esle
e@pe
ntzc
onsu
lting
.co.
za08
2 49
5 30
38
C.P
entz
Pro
fess
iona
l Arc
hite
ctur
al T
echn
olog
ist (
Reg
. No.
T09
37)
SA
IAT
(SA
) (fu
ll m
embe
r) 3
1832
SHEE
T N
O:
Any g
lass u
sed i
n any
bath
enclo
sure
or sh
ower
mus
t be s
afety
glas
s.
STO
RM
WAT
ER D
RAI
NAG
E20
0X85
mm S
urfa
ce dr
ainag
e outl
ets 3m
c/c o
n bou
ndar
y wall
.
APPR
ON
1m C
oncre
te/Pa
ving a
ppro
n all r
ound
main
and o
utbuil
dings
of ro
of de
sign s
o req
uires
.
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
H &
J):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
K):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
P):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
O):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
K):
CONC
RETE
ROO
F: on
e lay
er de
rbigu
m sp
4 wate
rpro
ofing
mem
bran
e, wi
th 75
mm si
de la
ps an
d 100
mm
end l
aps,
seale
d to p
rimed
surfa
ce to
falls
and c
ross
falls
by `t
orch
fusio
n` in
cludin
g pro
tectio
n of 5
0mm
thick
lay
er cl
ean 1
9-25
mm cr
ushe
d ston
e. ap
plied
stric
tly ac
cord
ing to
man
ufac
turer
s spe
cifica
tions
on m
in.
30mm
scre
ed w
ith 1:
200 s
lope t
o con
crete
water
-spou
t on c
oncre
te sla
b to e
ngine
ers d
esign
.
BALC
ONIE
S: T
iles l
aid on
40mm
scre
ed on
slip
shee
t on 4
mm C
G4 D
ERBI
GUM
all as
per m
anuf
actur
er's
spec
ificati
on. R
OOFS
: 40m
m lay
er 12
-19m
m gr
avel
on 5
0mm
river
sand
on B
IDDE
M me
mbra
ne 4m
m CG
4 DER
BIGU
M pa
tented
wate
rpro
ofing
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
L):
chro
made
k ibr
roof
shee
ting-
colou
r -wh
ite lio
n @ 30
° (60
0 ove
rhan
g) on
76 x
50 s.
a. pin
e batt
ens o
n sisa
lation
on
152 x
38 s.
a. pin
e raf
ters o
n 114
x 38
stru
ts on
152 x
38 s.
a. pin
e tie
beam
s @ 76
0mm
c/c m
ax. o
n 114
x 38
s.a
. pine
wall
plates
. trus
ses t
ied to
wall
s with
4mm∅
galva
nised
stee
l wire
built
into w
alls a
t leas
t 8 br
ick
cour
ses d
eep w
here
poss
ible.
wall p
lates
bolte
d to w
all w
ith 25
0mm
long g
alvan
ised b
olts.
all s.
a. pin
e to b
e gr
ade 8
woo
d
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
XA)
:
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
R):
AO=
ever
ite fib
re ce
ment
pane
ls to
cove
r duc
t acc
ess o
penin
g, pa
int to
matc
h colo
ur of
wall
s
H3
A1
BUIL
DIN
G C
LASS
IFIC
ATIO
N:
SHEE
T SI
ZE:
UNIT
-T6
4L/B
/CNEW
BAL
CONI
ES &
LOUV
RE S
CREE
NS O
N FI
RST
& SE
COND
STO
REY
0202
/03/20
20AL
TERA
TION
S TO
BLO
CK &
UNI
T DE
SCRI
PTIO
NS03
03/04
/2020
BLO
CK B
-NO
. 5ALTE
RATI
ONS
TO LO
UVRE
SCR
EENS
0416
/04/20
20AL
TERA
TION
S TO
STA
IRS
0520
/01/20
21AL
TERA
TION
S TO
STA
IRS
0825
/01/20
21KI
TCHE
N W
INDO
WS
OMIT
TED
0905
/02/20
21PL
ASTE
RED
STAI
RCAS
E W
ALLS
10
11/02
/2021
NEW
KIT
CHEN
WIN
DOW
S11
08/03
/2021
ALTE
RATI
ONS
KITC
HEN
LAYO
UT11
08/03
/2021
08 M
ar 2
021
11:4
6:05
LEBR
A DE
VELO
PMEN
T (P
ROPR
IETA
RY) L
TD.
B-02
1861
FLO
OR
PLA
N &
DET
AILS
1 : 1
00SE
CO
ND
STO
REY
1 : 2
00R
OO
F PL
AN
1 : 5
0C
-01
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY55
00
WAL
L PL
ATE
8390
40mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
SMOO
TH PL
ASTE
R AN
D PA
INT
FLUS
H JO
INTED
FACE
BRICK
WITH
SC
RATC
H JIO
NT EV
ERY 5
TH C
OURS
E
STAN
DARD
STEE
L WIN
DOW
JOINT
ED PL
ASTE
R & P
AINT
JOINT
ED AT
EVER
Y 3rd
COUR
SE
20mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
550
1400
550
1400
220m
m BR
ICK PR
OJEC
TION
WITH
PLAS
TER
& PAIN
T FINI
SH
N.G.
L
N.G.
L
4875390
330
330
390
330
330
8475
20mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
365
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY55
00
WAL
L PL
ATE
8390
40mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
SMOO
TH PL
ASTE
R AN
D PA
INT
FLUS
H JO
INTE
D FA
CEBR
ICK W
ITH
SCRA
TCH
JIONT
EVER
Y 5TH
COU
RSE
CHRO
MADE
K IBR
COV
ERIN
G (C
OLOU
R -
WHI
TE LI
ON) @
26° (
600 O
VERH
ANG)
JOIN
TED
PLAS
TER
& PAIN
T JO
INTE
D AT
EVER
Y 3rd
COUR
SE
STAN
DARD
STEE
L WIND
OW
1400
550
N.G.
LN.
G.L
375
170
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
40mm
SMOO
TH PL
ASTE
R AN
D PA
INT P
ROJE
CTIO
N
FLUS
H JO
INTE
D FA
CEBR
ICK W
ITH
SCRA
TCH
JIONT
EVER
Y 5TH
COU
RSE
STAN
DARD
STEE
L WIN
DOW
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING (C
OLOU
R -
WHI
TE LI
ON) @
2° (3
00 O
VERH
ANG)
JOIN
TED
PLAS
TER
& PAIN
T JO
INTE
D AT
EVER
Y 3rd
COUR
SE
CHRO
MADE
K IBR
COV
ERING
(COL
OUR
-W
HITE
LION
) @ 26
° (60
0 OVE
RHAN
G)
STAN
DARD
STEE
L WIND
OW
SMOO
TH PL
ASTE
R AN
D PA
INT
N.G.
LN.
G.L
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
540 540
440
440
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
40mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
SMOO
TH PL
ASTE
R AN
D PA
INT
FLUS
H JO
INTED
FACE
BRICK
WITH
SC
RATC
H JIO
NT EV
ERY 5
TH C
OURS
E
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING (C
OLOU
R -
WHI
TE LI
ON) @
2° (3
00 O
VERH
ANG)
JOINT
ED PL
ASTE
R & P
AINT
JOINT
ED AT
EVER
Y 3rd
COUR
SE
550
1400
N.G.
LN.
G.L
CHRO
MADE
K IBR
COV
ERING
(COL
OUR
-W
HITE
LION
) @ 26
° (60
0 OVE
RHAN
G)
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
295
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
CHRO
MADE
K IBR
COV
ERIN
G (C
OLOU
R -W
HITE
LION
) @ 26
° (60
0 OV
ERHA
NG) O
N 76
X 50
S.A.
PINE P
URLIN
S ON
SISAL
ATIO
N ON
152
X 38 S
.A. PI
NE R
AFTE
RS O
N 11
4 X 38
STRU
TS O
N 15
2 X 38
S.A.
PINE
TIE BE
AMS @
760M
M C/
C MA
X. ON
114 X
38 S.
A. PIN
E WAL
LPLA
TES.
TRUS
SES T
IED TO
WAL
LS W
ITH 4M
M ∅GA
LVAN
ISED
STEE
L WIRE
BU
ILT IN
TO W
ALLS
AT LE
AST 8
BRIC
K COU
RSES
DEE
P WHE
RE
POSS
IBLE.
WAL
L PLA
TES B
OLTE
D TO
WAL
L WITH
250M
M LO
NG
GALV
ANISE
D BO
LTS.
ALL S
.A. PI
NE TO
BE G
RADE
8 W
OOD
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
FOR
4 LAY
ERS
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
STAN
DARD
STEE
L WIND
OW
REIN
FORC
ED C
ONCR
ETE S
LABS
TO
ENGI
NEER
S DET
AILS &
SPEC
IFICA
TIONS
.
BRICK
FORC
E OVE
R OP
ENING
S ON
EVER
Y LAY
ER FO
R 4 L
AYER
S
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
114X
38 H
ARDW
OOD
BEAM
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
PRE-
CAST
CON
CRET
E LINT
ELS
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING
(COL
OUR
-WHI
TE LI
ON) @
2° (3
00 O
VERH
ANG)
ON
76 X
50 S.
A. PIN
E PUR
LINS O
N SIS
ALAT
ION
ON 11
4 X 38
S.A.
PINE B
EAMS
@ 76
0MM
C/C
MAX.
ON 11
4 X 38
S.A.
PINE B
EAMS
.
900m
m G6
OR
G7 IM
PORT
ED FI
LL
COMP
ACTE
D IN
LAYE
RS O
F 15
0mm
TO 94
% MO
D AA
SHTO
REIN
FORC
ED C
ONCR
ETE S
LAB A
ND
RAFT
FOUN
DATIO
N AC
C. TO
ENGI
NEER
'S DE
TAILS
AND
SPEIC
IFATIO
NS
900m
m G6
OR
G7 IM
PORT
ED
FILL C
OMPA
CTED
IN LA
YERS
OF
150m
m TO
94%
MOD
AASH
TO
REIN
FORC
ED C
ONCR
ETE S
LAB A
ND
RAFT
FOUN
DATIO
N AC
C. TO
ENGI
NEER
'S DE
TAILS
AND
SPEIC
IFATIO
NS
BRIC
K FOR
CE O
VER
OPEN
INGS
ON
EVER
Y LAY
ER
PRE-
CAST
CON
CRET
E LINT
ELS
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
FOR
4 LAY
ERS
PRE-
CAST
CON
CRET
E LINT
ELS
MAIN
BEDR
OOM
PLAS
TER
& PAIN
TBE
DROO
M 02
PLAS
TER
& PAIN
T
MAIN
BEDR
OOM
PLAS
TER
& PAIN
TBE
DROO
M 02
PLAS
TER
& PAIN
T
MAIN
BEDR
OOM
PLAS
TER
& PAIN
TBE
DROO
M 02
PLAS
TER
& PAIN
T
1975 2890 200 2550 200 2550 100
152 2805 200 2550 200 2550 100
152X
38 H
ARDW
OOD
BEAM
114 2295 200 2550 200 2550 100
FLAS
HING
& COV
ER FL
ASHIN
G
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
2410
HEAD
ER C
OURS
E BRI
CK W
ORK
HEAD
ER C
OURS
E BRI
CK W
ORK
HEAD
ER C
OURS
E BRI
CK W
ORK
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
12
34
56
7
910
1112
1314
1516
1819
2021
2223
2425
2728
2930
3132
3334
35
36
BRICK
FORC
E OVE
R OP
ENING
S ON
EVER
Y LAY
ER FO
R 4 L
AYER
S
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
114X
38 H
ARDW
OOD
BEAM
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
PRE-
CAST
CON
CRET
E LINT
ELS
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING
(COL
OUR
-WHIT
E LIO
N) @
2° (3
00 O
VERH
ANG)
ON
76 X
50 S.
A. PIN
E PUR
LINS O
N SIS
ALAT
ION
ON 11
4 X 38
S.A.
PINE B
EAMS
@ 76
0MM
C/C
MAX.
ON 11
4 X 38
S.A.
PINE B
EAMS
.
900m
m G6
OR
G7 IM
PORT
ED FI
LL
COMP
ACTE
D IN
LAYE
RS O
F 15
0mm
TO 94
% MO
D AA
SHTO
REINF
ORCE
D CO
NCRE
TE SL
AB AN
D RA
FT FO
UNDA
TION
ACC.
TO EN
GINE
ER'S
DETA
ILS AN
D SP
EICIFA
TIONS
900m
m G6
OR
G7 IM
PORT
ED
FILL C
OMPA
CTED
IN LA
YERS
OF
150m
m TO
94%
MOD
AASH
TO
REINF
ORCE
D CO
NCRE
TE SL
AB AN
D RA
FT FO
UNDA
TION
ACC.
TO EN
GINE
ER'S
DETA
ILS AN
D SP
EICIFA
TIONS
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
PRE-
CAST
CON
CRET
E LINT
ELS
FLAS
HING
& COV
ER FL
ASHIN
G
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
BRICK
FORC
E OVE
R OP
ENING
S ON
EVER
Y LAY
ER FO
R 4 L
AYER
S
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
2125
8560
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
510 2465
N.G.
L
N.G.
L
295115 2295 200 2550 200 2550 100
12-W
AY M
ETER
BOAR
D
1440
1760
220
11
GEN
ERAL
NO
TES:
DR
AIN
AGE
FOU
ND
ATIO
NS
& FL
OO
RS
WAL
LS
CO
NC
RET
E R
OO
F
CEI
LIN
G (F
OR
CO
NC
RET
E SL
ABS)
GLA
ZIN
G:
LIG
HTI
NG
& V
ENTI
LATI
ON
:
CO
NST
RU
CTI
ON
JO
INTS
:
WAT
ERPR
OO
FIN
G:
RAI
N W
ATER
GO
OD
S
WIN
DO
WS
RO
OF
INSU
LATI
ON
& R
OO
F SI
SALA
TIO
N
NEW
DEV
ELO
PMEN
T O
N PT
N 10
90 (A
PTN
OF
PTN
998)
OF
THE
FARM
KAM
EELD
RIFT
NO
. 298
COUN
CIL
SUBM
ISSI
ON
ALTE
RATI
ONS
TO S
TAIR
S01
05/11
/2019
REV
ISIO
N S
CH
EDU
LE:
Desc
riptio
n:Re
v:Da
te:
SIG
NAT
UR
E O
F O
WN
ER:
CLI
ENT:
PRO
JEC
T N
O:
PRO
JEC
T D
ESC
RIP
TIO
N:
ENG
INEE
R'S
DET
AILS
:
DR
AWIN
G D
ESC
RIP
TIO
N:
SCAL
E: A
S SH
OW
N
SIG
NAT
UR
E O
F AR
CH
ITEC
T:
Rev
No.
Prot
ecte
d by
the
Cop
yrig
ht A
ct n
o. 9
8 of
197
8
WB(
wash
basin
)=50
mm W
P:
B
T(bid
et)=5
0mm
WP
B(ba
th)=5
0mm
WP
S(sin
k)=50
mm W
PSW
(show
er)=
50mm
WP
with
deap
seal
bras
s tra
pW
C(wa
ter cl
oset)
=110
mm up
vc S
P(so
il pipe
)
0,75 m
23,2
0 m2
2,10 m
21,5
0 m2
3 mm
6 mm
5 mm
4 mm
Nomi
nal T
hickn
ess:
Rhino
-lite f
inish
to al
l slab
ceilin
gs
Safe
ty Gl
ass i
n:sli
ding d
oors
(+ m
arke
rs), &
wind
ows w
ith a
sill h
eight
les th
an 50
0mm
All d
oors
with
glass
pane
s and
side
lights
to be
safe
ty gla
ss.
Maxim
um S
ize:
Reinf
orce
d con
crete
slab a
s per
engin
eer's
draw
ings a
nd sp
ecific
ation
s
Cons
tructi
on jo
ints (
betw
een b
rick &
re-in
force
d con
crete
slabs
), pa
rape
ts &
water
-&da
mppr
oofin
g mus
t com
ply w
ith S
ABS0
121.
Joint
s to b
e sea
led w
ith si
licon
ebas
is se
alant
125X
100m
m ch
roma
deck
alum
inium
gutte
rs an
d 100
x75m
m ch
roma
deck
alum
inium
down
pipes
to co
mply
with
SABS
0400
. Colo
ur to
matc
h wall
s (wh
ere a
pplic
able)
Old W
orld
Conc
rete
pre-
cast
conc
rete
water
spou
t to al
l con
crete
roof
slabs
. GMS
down
pipe
s (NO
UPV
C FI
TTIN
GS A
LLOW
ED) w
here
appli
cable
Contr
actor
mus
t sup
ply A
AAMS
A-ce
rtifica
te
Whe
re sh
ort f
alls o
ccur
due t
o sec
urity
cons
idera
tions
thes
e sho
rtage
s will
besu
pplem
ented
to th
e req
uired
leve
ls wi
th El
ectric
Ligh
ting &
Artif
icial
Venti
lation
.
Prov
ide IE
to al
l dire
ction
/grad
ient c
hang
es. P
rovid
e CE
for e
very
25m
length
of so
il pipe
. Pro
vide m
arke
d co
vers
to all
was
te fitt
ing. P
rovid
e re-
seal
traps
to al
l was
te fitt
ings.
All ju
nctio
ns of
was
te an
d soil
pipe
s to b
e ac
cesib
le alo
ng en
tire le
ngth.
Ben
ds &
Junti
ons s
hall n
ot be
unde
r buil
dings
. Soil
pipe
s und
er bu
ilding
s to b
e en
case
d in 3
00mm
conc
rete.
Exter
nal w
alls:
Textu
red n
ew pl
aster
to co
mply
with
SABS
code
109
0:199
6. A
SABS
certif
icate
of co
mplia
nce (
for it
ems 6
.6.1-
6.8) m
ust b
e obta
ined b
y the
contr
actor
. Pain
t:Pl
asco
n ___
____
____
_ and
Plas
con _
____
____
__ w
here
indic
ated o
n dra
wing
s. Int
erna
l wall
s: Pl
aster
& pa
int.
Bathr
oom
& kit
chen
wall
s: tile
d as p
er cl
ients
spec
ificati
ons.
600x
220m
m 1:3
:6 co
ncre
te str
ip fo
unda
tions
, min
depth
300m
m, or
as pe
r eng
ineer
s spe
cifica
tions
& dr
wgs.
No
strip
foun
datio
ns sh
all en
croac
h any
boun
dary
or se
rvitu
de lin
e. 25
mm ce
ment
scre
ed on
75mm
conc
rete
surfa
cebe
d on 2
50 m
icron
damp
proo
f cou
rse on
suita
ble so
il filli
ng co
mpac
ted in
max
laye
rs of
150m
m thi
ckne
ss.
all co
ncre
te flo
ors a
ccor
ding t
o eng
ineer
's sp
ecific
ation
s & dr
awing
s
Build
ing w
ork a
nd m
ateria
ls mu
st co
mply
with
Loca
l Auth
oritie
s Bye
-Law
s and
NBR
SABS
0400
. Do n
ot sc
ale th
is dr
awing
. Use
figur
ed di
mens
ions o
nly. A
ll dim
s and
heigh
ts to
be ch
ecke
d on
site.
Des
crepe
ncies
shall
be re
porte
d to t
hear
chite
ct. A
ll lev
els, h
eights
, dep
th, pl
inths
, exc
avati
ons a
nd nu
mber
of st
eps a
reto
be fin
ally c
heck
ed by
the c
ontra
ctor o
n site
. Lev
els sh
own a
re un
finish
ed flo
or le
vels.
roof
tiles
: -1
50mm
THI
NK P
INK
glass
fibre
insu
lation
abov
e ceil
ingro
of sh
eetin
g:-s
isalat
ion®
405 M
ulti-p
urpo
se gr
ade r
einfo
rced a
lumini
um
f
oil in
sulat
ion do
uble
sided
unde
r roo
f she
eting
and 1
50mm
THIN
K PI
NK gl
assfi
bre i
nsula
tion a
bove
ceilin
g
des
ign
an
d d
rau
ghti
ng
stu
dio
PEN
TZ C
ON
SU
LTIN
G
1195
A C
unni
ngha
m a
ve, W
aver
ley,
018
6 ch
esle
e@pe
ntzc
onsu
lting
.co.
za08
2 49
5 30
38
C.P
entz
Pro
fess
iona
l Arc
hite
ctur
al T
echn
olog
ist (
Reg
. No.
T09
37)
SA
IAT
(SA
) (fu
ll m
embe
r) 3
1832
SHEE
T N
O:
Any g
lass u
sed i
n any
bath
enclo
sure
or sh
ower
mus
t be s
afety
glas
s.
STO
RM
WAT
ER D
RAI
NAG
E20
0X85
mm S
urfa
ce dr
ainag
e outl
ets 3m
c/c o
n bou
ndar
y wall
.
APPR
ON
1m C
oncre
te/Pa
ving a
ppro
n all r
ound
main
and o
utbuil
dings
of ro
of de
sign s
o req
uires
.
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
H &
J):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
K):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
P):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
O):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
K):
CONC
RETE
ROO
F: on
e lay
er de
rbigu
m sp
4 wate
rpro
ofing
mem
bran
e, wi
th 75
mm si
de la
ps an
d 100
mm
end l
aps,
seale
d to p
rimed
surfa
ce to
falls
and c
ross
falls
by `t
orch
fusio
n` in
cludin
g pro
tectio
n of 5
0mm
thick
lay
er cl
ean 1
9-25
mm cr
ushe
d ston
e. ap
plied
stric
tly ac
cord
ing to
man
ufac
turer
s spe
cifica
tions
on m
in.
30mm
scre
ed w
ith 1:
200 s
lope t
o con
crete
water
-spou
t on c
oncre
te sla
b to e
ngine
ers d
esign
.
BALC
ONIE
S: T
iles l
aid on
40mm
scre
ed on
slip
shee
t on 4
mm C
G4 D
ERBI
GUM
all as
per m
anuf
actur
er's
spec
ificati
on. R
OOFS
: 40m
m lay
er 12
-19m
m gr
avel
on 5
0mm
river
sand
on B
IDDE
M me
mbra
ne 4m
m CG
4 DER
BIGU
M pa
tented
wate
rpro
ofing
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
L):
chro
made
k ibr
roof
shee
ting-
colou
r -wh
ite lio
n @ 30
° (60
0 ove
rhan
g) on
76 x
50 s.
a. pin
e batt
ens o
n sisa
lation
on
152 x
38 s.
a. pin
e raf
ters o
n 114
x 38
stru
ts on
152 x
38 s.
a. pin
e tie
beam
s @ 76
0mm
c/c m
ax. o
n 114
x 38
s.a
. pine
wall
plates
. trus
ses t
ied to
wall
s with
4mm∅
galva
nised
stee
l wire
built
into w
alls a
t leas
t 8 br
ick
cour
ses d
eep w
here
poss
ible.
wall p
lates
bolte
d to w
all w
ith 25
0mm
long g
alvan
ised b
olts.
all s.
a. pin
e to b
e gr
ade 8
woo
d
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
XA)
:
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
R):
AO=
ever
ite fib
re ce
ment
pane
ls to
cove
r duc
t acc
ess o
penin
g, pa
int to
matc
h colo
ur of
wall
s
H3
A1
BUIL
DIN
G C
LASS
IFIC
ATIO
N:
SHEE
T SI
ZE:
UNIT
-T6
4L/B
/CNEW
BAL
CONI
ES &
LOUV
RE S
CREE
NS O
N FI
RST
& SE
COND
STO
REY
0202
/03/20
20AL
TERA
TION
S TO
BLO
CK &
UNI
T DE
SCRI
PTIO
NS03
03/04
/2020
BLO
CK B
-NO
. 5ALTE
RATI
ONS
TO LO
UVRE
SCR
EENS
0416
/04/20
20AL
TERA
TION
S TO
STA
IRS
0520
/01/20
21AL
TERA
TION
S TO
STA
IRS
0825
/01/20
21KI
TCHE
N W
INDO
WS
OMIT
TED
0905
/02/20
21PL
ASTE
RED
STAI
RCAS
E W
ALLS
10
11/02
/2021
NEW
KIT
CHEN
WIN
DOW
S11
08/03
/2021
ALTE
RATI
ONS
KITC
HEN
LAYO
UT11
08/03
/2021
08 M
ar 2
021
11:4
6:13
LEBR
A DE
VELO
PMEN
T (P
ROPR
IETA
RY) L
TD.
B-03
1861
ELEV
ATIO
NS
& SE
CTI
ON
1 : 1
00N
OR
TH E
LEVA
TIO
N1
: 100
EAST
ELE
VATI
ON
1 : 1
00SO
UTH
ELE
VATI
ON
1 : 1
00W
EST
ELEV
ATIO
N
1 : 5
0SE
CTI
ON
01
1 : 5
0SE
CTI
ON
02
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