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PR
OP
OS
ED
PE
DE
ST
RIA
N S
TA
IRS
NO
RM
AN
AV
EN
UE
SH
OP
S, F
RA
NK
ST
ON
LOC
ALIT
Y P
LAN
N.T
.S
PR
OP
OS
ED
ST
AIR
S
CO
VE
R (m
m)
AS
3600 F'CE
LEM
EN
TS
PE
CIA
LR
EQ
UIR
EM
EN
TSA
DM
IXT
UR
ET
OP
BT
M.
SID
E
FO
OT
ING
S/S
TAIR
SN
32-
NIL
40
ALL W
OR
KM
AN
SH
IP A
ND
MA
TE
RIA
LS S
HA
LL BE
IN A
CC
OR
DA
NC
E W
ITH A
S3600.
CO
NC
RE
TE
QU
ALIT
Y U
.N.O
.: CE
ME
NT
SH
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PE
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OR
MA
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PO
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EM
EN
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HA
LL HA
VE
80 mm
SLU
MP
DU
RIN
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EM
EN
T.
MA
XIM
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GG
RE
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LL BE
20 mm
.
3.
SIZ
ES
OF
CO
NC
RE
TE
DO
NO
T IN
CLU
DE
TH
ICK
NE
SS
OF A
PP
LIED
FINIS
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S.
CO
NS
TR
UC
TIO
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HE
RE
NO
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TED
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E A
PP
RO
VA
L OF TH
ES
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ER
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NT.
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LES
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R T
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T S
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G S
HA
LL BE
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DE
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EM
BE
RS
WIT
HO
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TH
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RO
VA
L OF TH
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EN
T.
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UIT
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HA
LL NO
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ED
WIT
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THE
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TE C
OV
ER
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NT
WIT
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UT
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OU
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MP
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D.
TH
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ON
TR
AC
TO
R S
HA
LL ALLO
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FT
ER
CO
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LET
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OF TH
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ME
NT, TW
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RS
FOR
TH
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NG
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ER
S IN
SP
EC
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.
CO
NC
RE
TE
SH
ALL N
OT
BE
OR
DE
RE
D U
NT
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INFO
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PP
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VE
D B
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PE
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NT
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NC
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AC
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WITH
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AN
T S.A
.A.
CO
DE
S. A
LL CO
NC
RE
TE
SU
RF
AC
ES
AR
E T
O B
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UR
ED
FOR
SE
VE
N (7) D
AY
S A
FTER
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STIN
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G A
CU
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OM
PO
UN
D T
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ON
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RM
S TO
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RE
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AN
T AU
STR
ALIA
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TAN
DA
RD
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IS C
OM
PA
TIB
LE W
ITH
TH
E S
PE
CIFIE
D FIN
ISH
ES
.
RE
INF
OR
CE
ME
NT S
YM
BO
LS:
R - D
EN
OT
ES
250R H
OT
RO
LLED
PLA
IN B
AR
TO A
S1303.
F - D
EN
OT
ES
HA
RD
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AW
N R
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ED
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BR
IC TO
AS
1304.
N - D
EN
OT
ES
GR
AD
E 500N
HO
T R
OLLE
D D
EFO
RM
ED
BA
R TO
AS
4671 (DR
AFT).
(AS
4671 WILL A
MA
LGA
MA
TE
AS
1302, AS
1303 & A
S1304 IN
TO A
SIN
GLE
STA
ND
AR
D)
TH
E N
UM
BE
R P
RE
CE
DIN
G T
HE
BA
R S
YM
BO
L DE
NO
TES
THE
NU
MB
ER
OF B
AR
S IN
THE
GR
OU
P A
ND
TH
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UM
BE
R F
OLLO
WIN
G T
HE
BA
R S
YM
BO
L DE
NO
TES
THE
BA
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IAM
ET
ER
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LTE
RN
AT
IVE
LY, T
HE
NU
MB
ER
FO
LLOW
ING
THE
BA
R D
IAM
ETE
R D
EN
OTE
S TH
EM
AX
IMU
M C
EN
TRE
S.
CLE
AR
CO
NC
RE
TE
CO
VE
R T
O R
EIN
FO
RC
EM
EN
T SH
ALL B
E A
S IN
DIC
ATE
D.
CO
NC
RE
TE
TE
ST
ING
AS
PE
R R
EQ
UIR
EM
EN
TS
OF
AS
3600 AR
E TO
BE
CA
RR
IED
OU
T AN
DT
HE
RE
SU
LTS
OF
TH
E 7 D
AY
AN
D 28 D
AY
TE
ST A
RE
TO B
E FO
RW
AR
DE
D TO
THE
EN
GIN
EE
R F
OR
RE
VIE
W.
UN
LES
S N
OT
ED
OT
HE
RW
ISE
, ALL F
OR
ME
D E
DG
ES
AN
D C
OR
NE
RS
OF C
ON
CR
ETE
ME
MB
ER
S S
HA
LL HA
VE
20mm
CH
AM
FER
S.
EX
AC
T S
IZE
AN
D LO
CA
TIO
N O
F P
EN
ET
RA
TIO
NS
AR
E TO
BE
OB
TAIN
ED
FRO
M W
OR
KS
HO
PD
RA
WIN
GS
PR
IOR
TO
SC
HE
DU
LING
OF
RE
INFO
RC
EM
EN
T, AN
D A
RE
NO
T TO E
XC
EE
DD
IME
NS
ION
S W
HE
RE
SH
OW
N O
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TRU
CTU
RA
L DR
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ING
S.
CO
ND
UIT
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AS
T IN
TO
CO
NC
RE
TE
ME
MB
ER
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HA
LL BE
SP
AC
ED
AT M
AX
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NC
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OS
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LE A
ND
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DE
R N
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UM
ST
AN
CE
S C
LOS
ER
THA
N A
CLE
AR
SP
AC
ING
OF TW
ICE
TH
E LA
RG
ER
CO
ND
UIT
DIA
ME
TE
R F
RO
M P
AR
ALLE
L RE
INFO
RC
EM
EN
T OR
AN
Y O
THE
RC
ON
DU
IT.
ALL F
OR
MW
OR
K S
HA
LL CO
NF
OR
M T
O A
S3610. R
ES
HO
RIN
G IS
NO
T PE
RM
ITTED
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LL RE
INF
OR
CE
ME
NT
TO
BE
IN A
CC
OR
DA
NC
E W
ITH A
S1302, A
S1303 A
ND
AS
1304.
RE
INF
OR
CE
ME
NT
LAP
S S
HA
LL BE
40 BA
R D
IAM
ETE
RS
U.N
.O.
19.
1.2.4.5.6.7.8.9.
10.
11.
12.
13.
14.
15.
16.
17.
4040
CLA
SS
2 FO
RM
WO
RK
SH
ALL B
E U
SE
D FO
R A
LL EX
PO
SE
D C
ON
CR
ETE
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TH
E S
TR
UC
TU
RA
L WO
RK
SH
OW
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N T
HE
SE
DR
AW
ING
S H
AS
BE
EN
DE
SIG
NE
D FO
RT
HE
FO
LLOW
ING
LIVE
LOA
DS
UN
LES
S N
OTE
D O
THE
RW
ISE
:1.
AC
TIV
ITY
/OC
CU
PA
NC
YLIV
E LO
AD
HA
ND
RA
ILS 0.75 kN
/m
1.2.3.4.5.6.7.
ALL S
ET
-OU
T D
IME
NS
ION
S A
RE
TO
BE
CH
EC
KE
D O
N-S
ITE A
ND
VE
RIFIE
DB
Y T
HE
BU
ILDE
R B
EF
OR
E C
ON
STR
UC
TION
CO
MM
EN
CE
S.
DU
RIN
G C
ON
ST
RU
CT
ION
TH
E S
TR
UC
TU
RE
SH
ALL B
E M
AIN
TAIN
ED
IN A
STA
BLE
CO
ND
ITIO
N A
ND
NO
PA
RT
SH
ALL B
E O
VE
RS
TRE
SS
ED
. THE
STR
UC
TUR
AL
DE
SIG
N O
UT
LINE
D IN
TH
E C
ON
TR
AC
T DO
CU
ME
NTS
IS FO
R TH
EIN
SE
RV
ICE
CO
ND
ITIO
NS
ON
LY. T
HE
CO
NTR
AC
TOR
SH
ALL P
RO
VID
E A
LLN
EC
ES
SA
RY
PR
OP
S B
RA
CIN
G A
ND
SU
PP
OR
TS A
DD
ITION
AL TO
THE
SE
SH
OW
NIN
TH
E D
OC
UM
EN
TS
TO
MA
INT
AIN
ST
AB
ILITY
, STR
EN
GTH
AN
D S
ER
VIC
EA
BILITY
FO
R E
AC
H C
OM
PO
NE
NT
THR
OU
GH
OU
T C
ON
ST
RU
CT
ION
FOR
THE
SU
PP
OR
T O
FT
HE
DE
AD
LOA
DS
, CO
NS
TR
UC
TIO
N LO
AD
S A
ND
WIN
D LO
AD
S D
UR
ING
CO
NS
TR
UC
TIO
N. T
HE
CO
NT
RA
CT
OR
SH
ALL E
NG
AG
E A
ND
PA
Y A
LL CO
STS
FOR
AN
ER
EC
TIO
N E
NG
INE
ER
TO
AS
SE
SS
AN
D M
ON
ITOR
THE
STA
BILITY
OF
ST
RU
CT
UR
AL E
LEM
EN
TS
TH
RO
UG
HO
UT C
ON
STR
UC
TION
AS
RE
QU
IRE
D B
YC
UR
RE
NT
WO
RK
SA
FE
RE
QU
IRE
ME
NT
S.
ALL W
OR
KM
AN
SH
IP A
ND
MA
TE
RIA
LS S
HA
LL BE
IN A
CC
OR
DA
NC
E W
ITH TH
ER
EQ
UIR
EM
EN
TS
OF
TH
E S
.A.A
. CO
DE
S A
ND
THE
BY
-LAW
S A
ND
OR
DIN
AN
CE
S O
FT
HE
RE
LEV
AN
T B
UILD
ING
AU
TH
OR
ITY
. ALL C
OD
ES
SH
ALL B
E C
UR
RE
NT E
DITIO
NS
.
SU
BS
TIT
UT
ION
S F
OR
SP
EC
IFIE
D IT
EM
S, M
AT
ER
IALS
, etc. MU
ST B
E A
PP
RO
VE
DB
Y T
HE
SU
PE
RIN
TE
ND
EN
T P
RIO
R TO
THE
IR U
SE
.
TH
E S
UP
ER
INT
EN
DE
NT
MA
Y R
EQ
UE
ST C
ALC
ULA
TION
S A
ND
/ OR
CE
RT
IFIC
AT
ION
OF
ELE
ME
NT
S D
ES
IGN
ED
BY
MA
NU
FAC
TUR
ER
S O
R S
UP
PLIE
RS
.T
HE
SE
MU
ST
BE
SU
BM
ITT
ED
AN
D A
PP
RO
VE
D P
RIO
R TO
CO
NS
TRU
CTIO
N.
AN
Y C
ON
FLIC
T B
ET
WE
EN
TH
ES
E N
OT
ES
AN
D TH
E D
RA
WIN
GS
SH
ALL B
ER
ES
OLV
ED
BY
TH
E S
UP
ER
INT
EN
DE
NT P
RIO
R TO
PR
OC
EE
DIN
G W
ITHC
ON
ST
RU
CT
ION
.
IT IS
TH
E B
UILD
ER
S R
ES
PO
NS
IBILIT
Y T
O P
RO
VID
E A
ND
INS
TALL TE
MP
OR
AR
YP
RO
PP
ING
AN
D B
RA
CIN
G D
UR
ING
BU
ILDIN
G C
ON
STR
UC
TION
.
ME
SH
LAP
S S
HA
LL BE
: 420mm
( 3 CR
OS
S W
IRE
S + 20m
m)
20.
ALL W
OR
KM
AN
SH
IP A
ND
MA
TE
RIA
LS S
HA
LL BE
IN A
CC
OR
DA
NC
E W
ITHA
S4100, A
S1554, A
S1163 A
ND
AS
3679.
UN
LES
S O
TH
ER
WIS
E S
HO
WN
, ST
EE
L QU
ALITY
SH
ALL C
ON
FOR
M W
ITH TH
EF
OLLO
WIN
G A
US
TR
ALIA
N S
TAN
DA
RD
S:
ST
EE
L PLA
TE
S A
ND
SE
CTIO
NS
-A
S3679
GR
AD
E 300
RE
CT
AN
GU
LAR
HO
LLOW
SE
CTIO
NS
-A
S1163
GR
AD
E C
350LOC
IRC
ULA
R H
OLLO
W S
EC
TION
S -
AS
1163 G
RA
DE
C350LO
SQ
UA
RE
HO
LLOW
SE
CTIO
NS
-A
S1163
GR
AD
E C
350LOS
TA
INLE
SS
ST
EE
L SH
ALL B
E G
RA
DE
316
UN
LES
S O
TH
ER
WIS
E S
HO
WN
, ALL IN
TER
FAC
ES
BE
TWE
EN
STE
ELW
OR
KS
HA
LL BE
EIT
HE
R B
OLT
ED
OR
CO
NT
INU
OU
SLY
WE
LDE
D. A
LL WE
LDS
NO
T S
PE
CIF
IED
SH
ALL B
E 6m
m W
ELD
S O
N B
OTH
SID
ES
.
BO
LT D
ES
IGN
AT
ION
- EX
AM
PLE
4/M20 8.8/S
NU
MB
ER
OF
BO
LTS - 4
SIZ
E - M
20 - 20mm
DIA
.G
RA
DE
- 8.8 - HIG
H S
TRE
NG
THT
IGH
TE
NIN
G - S
- SN
UG
TIGH
TEN
ED
TH
E C
ON
TR
AC
TO
R S
HA
LL PR
OV
IDE
ALL C
LEA
TS A
ND
HO
LES
WH
ETH
ER
OR
NO
T S
HO
WN
FO
R F
IXIN
G N
ON
-ST
RU
CTU
RA
L ELE
ME
NTS
TO S
TEE
LWO
RK
.
EX
TE
RN
AL S
TR
UC
TU
RA
L ST
EE
LWO
RK
SH
ALL B
E P
AIN
TED
AS
NO
TED
TO M
ATC
H E
XIS
TING
ALL S
HA
RP
ED
GE
D A
ND
BU
RR
S T
O B
E R
EM
OV
ED
FRO
M S
TEE
LWO
RK
.
BE
FO
RE
FA
BR
ICA
TIO
N IS
CO
MM
EN
CE
D T
HE
CO
NTR
AC
TOR
SH
ALL S
UB
MIT 3
CO
PIE
S O
F T
HE
WO
RK
SH
OP
DR
AW
ING
S TO
THE
EN
GIN
EE
R FO
R R
EV
IEW
.
IT S
HA
LL BE
TH
E R
ES
PO
NS
IBILIT
Y O
F TH
E C
ON
TRA
CTO
R TO
MA
INTA
INS
TA
BILIT
Y O
F T
HE
ST
RU
CT
UR
E D
UR
ING
CO
NS
TRU
CTIO
N.
RE
TA
IN T
HE
SE
RV
ICE
S O
F A
ND
PA
Y A
LL CO
ST
S FO
R A
N A
PP
RO
VE
D S
TEE
L FAB
RIC
ATIO
N
INS
PE
CT
ION
SE
RV
ICE
TO:
CO
ND
UC
T A
LL NE
CE
SS
AR
Y IN
SP
EC
TIO
NS
OF
STE
EL FA
BR
ICA
TION
AN
D E
RE
CTIO
N TO
EN
SU
RE
TH
AT
ALL W
OR
KM
AN
SH
IP C
OM
PLIE
S W
ITH TH
IS S
PE
CIFIC
ATIO
N, W
ITH
PA
RT
ICU
LAR
AT
TE
NTIO
N TO
:
(1) TE
ST
ING
AN
D A
PP
RO
VA
L OF
WE
LDIN
G P
RO
CE
DU
RE
S A
ND
OP
ER
ATO
RS
,
(2) PR
EP
AR
AT
ION
AN
D FIT U
P O
F JOIN
TS,
(3) QU
ALIT
Y, S
IZE
AN
D LE
NG
THS
OF W
ELD
S,
(4) PR
EP
AR
AT
ION
FO
R S
HO
P P
AIN
TING
,
(5) SH
OP
PA
INTIN
G,
(6) HIG
H S
TR
EN
GT
H B
OLTIN
G TE
CH
NIQ
UE
,
(7) ER
EC
TIO
N P
RO
CE
DU
RE
S.
SU
BM
IT R
EP
OR
TS
TO
TH
E S
UP
ER
INT
EN
DE
NT, W
ITH C
OP
IES
TO TH
E C
ON
TRA
CTO
R
AN
D T
HE
ST
RU
CT
UR
AL S
TE
EL W
OR
K C
ON
TR
AC
TOR
, DE
TAILIN
G P
RO
GR
ES
S O
F THE
WO
RK
WH
ILE F
AB
RIC
AT
ION
AN
D/O
R E
RE
CTIO
N IS
TAK
ING
PLA
CE
.
ON
CO
MP
LET
ION
OF
FA
BR
ICA
TIO
N A
ND
ER
EC
TIO
N, IS
SU
E TH
E S
UP
ER
INTE
ND
EN
T WITH
A C
ER
TIF
ICA
TE
ST
AT
ING
TH
AT
ALL W
OR
KM
AN
SH
IP C
OM
PLIE
S W
ITH TH
E S
PE
CIFIC
ATIO
N.
SH
OP
DR
AW
ING
S A
RE
TO
BE
SU
BM
ITT
ED
IN P
DF FO
RM
AT B
AS
ED
ON
A3
DR
AW
ING
SIZ
E. T
HE
3D M
OD
EL IS
ALS
O TO
BE
SU
BM
ITTED
IN TE
KLA
CO
MP
AT
IBLE
FOR
MA
T.T
HE
MO
DE
L IS T
O C
ON
TA
IN A
LL RE
LEV
AN
T INFO
RM
ATIO
N IN
CLU
DIN
GM
EM
BE
R M
AR
KIN
G, M
EM
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P1
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P1
EXSL 58.136
EX
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X. (6 G
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GS
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300 MIN
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IRE
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EN
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YP
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IL. PR
IME
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ATS
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INE
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SH
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HE
MS
ET 801.
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NT.
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EP
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TING
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M FA
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MA
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600
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810(3 G
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AT 270m
m)
570 (3 RISERSAT 190mm)
P1
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.
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N12 C
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US
BA
R, 200 C
OG
AT
EN
DS
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P.)
N12 B
AR
SA
T 200 C
TS
. (TYP
.)
SE
CTIO
NS
CA
LE 1:20
4S204
400
300 MIN.
270 TO
ED
GE
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CTILE
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m D
IA. (1 x 19) W
IRE
BA
RR
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BC
A R
EQ
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EM
EN
TS TE
NS
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ED
TO
1.33kN. W
IRE
S TO
BE
SP
AC
ED
AT
80mm
MA
X. C
TS. (T
YP
.)
50 NOM.TO MATCH EXISTING
48.3mm
DIA
. HA
ND
RA
IL. PR
IME
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INT
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OA
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ITH
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ATS
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KE
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ME
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R P
AIN
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TR
EA
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RISER AS DETAILED
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75mm
WID
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ON
SLIP
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CO
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TING
CO
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5 x 5mm
CH
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IR O
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CT
ION
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PS
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600
175
RE
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YP
.)
FR
OM
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ED
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TA
CT
ILE T
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NC
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ST
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RF
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VE
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ES
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ITH
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SA
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EW
WIR
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AR
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RS
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OW
N
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P1
P1 P
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m F7 R
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H3 H
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LEV
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PR
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HA
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SR
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HS
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P.)
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E S
TO
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LL. STO
NE
WA
LL TO
BE
CO
NS
TRU
CTE
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RO
UN
D P
OS
T A
ND
BE
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ND
150x5 SH
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TU
B, 250 LO
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6 CF
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LL AR
OU
ND
TO
12 THIC
KB
AS
E P
LAT
E. F
IX P
1 TO S
TUB
US
ING
2/ M12 B
OLTS
. PLA
TE TO
FO
OT
ING
VIA
4/ M16 C
HE
MS
ET 801.
10 GR
OU
T. 150 M
IN. E
MB
ED
ME
NT.
100
450x600 DE
EP
FOO
TING
4-N16 T
OP
AN
D B
OT
TO
M S
PA
CE
DE
VE
NLY
. 50 CO
VE
R. N
10-900 LIGS
150
100
NE
W S
TAIR
S
450
600
.
150 NO
M. F
RO
M FA
CE
OF
ST
ON
E W
ALL TO
℄ O
F P
OS
T TO
MA
TC
H E
XIS
TIN
G U
NLE
S N
OTE
DO
TH
ER
WIS
E (C
ON
FIR
M O
N S
ITE)
100 TH
ICK
CO
NC
RE
TEP
AV
ING
WIT
H S
L82 TOP
.30 C
OV
ER
150T
YP
.
270
FO
OT
ING
AS
DE
TAILE
D.
RE
FE
R T
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PIC
AL
BA
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DE
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ST
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ING
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TA
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RE
MO
VE
EX
ISTIN
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TAIR
AN
DR
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AT
E W
ITH
NE
W S
TAIR
S A
SN
OT
ED
. PR
OV
IDE
PA
CK
ING
SA
ND
AS
RE
QU
IRE
D O
R IN
CR
EA
SE
DE
PTH
OF
ST
AIR
TH
RO
AT
OR
ALT
ER
NA
TIVE
LY, FILL
WIT
H M
AS
S C
ON
CR
ETE
.
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