services riser - majorprojects.planningportal.nsw.gov.au
TRANSCRIPT
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
BAY 7
SERVICES RISERK/EM/A
100
800
85030045050490
ELEC.
1075 O
VERALL
50
50VARIES20
100
900 RIS
ER
100
RANT
REFRIGE-
HYD &
801900 RISERVARIES100
1075 O
VERALL
VA
RIE
S
100
900 RIS
ER
100
VARIESVARIES
SERVICES RISERK/EM/AELEC.
RANT
REFRIGE-
HYD &
801900 RISERVARIES100
MO
VED D
OW
N 10000 H R
OA
D LE
VEL
1075 O
VERALL
VA
RIE
S
VARIES 2150 ~ 3100 C.O.S
VARIESVARIES20
100
900 RIS
ER
100
SERVICES RISERK/EM/AELEC.
RANT
REFRIGE-
HYD &
801900 RISERVARIES100
0
Drawing Status
A
EA-A-4902
1:250.25 0.5 0.75 1m
01 LEVEL 3 PLAN-
-
03 GROUND LEVEL PLAN-
-
02 HICKSON ROAD LEVEL PLAN-
-
04 EAST WEST SECTION-
-
FOR CLADDING
RISER SUPPORTS AND SUBSTRUCTURE
CLADDING OF RISER
SHADOW ANGLE FINISHED TO MATCH
CLADDING OF RISER
SHADOW ANGLE FINISHED TO MATCH
02
-
03
-
01
-
FACADE OPENING
FCU AND DUCT WHICH CONNECTS TO THE WEST
TIMBER BOARD CLAD ZONE TO ENCLOSE FAN,
AIR TO MATCH EXISTING DETAIL.
MESH SET BACK FROM FACADE FACE TO INTAKE
CLADDING WITH BOLTS
REMOVABLE EXPRESSED METAL PANEL MINIMISING INTRUSION
LOCATED AT THE BACK OF THE BUILDING
BASE BUILDING SERVICES CONSOLIDATED AND
MP1
MP1
MP2
MP1
MP1
MP1
MP2
PT5
PT5
PT5
TIM2
SS1
TIM2
A 10/05/16 Response to SubmissionsBM
BASE BUILDING SERVICES FITOUT
TYPICAL BAY DETAIL 02
ACOUSTIC INSULATION BEHIND PANELS
TIM1
04
-
01
4901
DISCRETE.
AWAY FROM VIEW. TO BE PAINTED OUT TO BE
NORTH SOUTH LOCATED BEHIND EXISTING BEAM
SPRINKLER MAIN AND CABLE TRAY RUNNING
ACCESS
MAINTENANCE
HINGED PANEL FOR
OVER SHOWN DASHED
EXISTING TIMBER BEAM
EXISTING TIMBER COLUMN
EXISTING WALL PAINTED TO MATCH RISER
STEEL ANGLE SHADOW BETWEEN RISER AND
PT1
1150X1400x 470 FCU
470 RA
500X1400x
1150X1400x 470 FCU
470 RA
500X1400x
1150X1400x 470 FCU
470 RA
500X1400x
M/A FAN
KITCHEN EXHAUST DUCT
SERVICES CORRIDOR
S/S CLAD MAKE UP AIR DUCT
AND FLEXIBLE SERVICES CONNECTION
PANELS TO BE REMOVABLE FOR MAINTENANCE
RISER OFFSET FROM EXISTING SANDSTONE WALL.
FREESTANDING METAL PANEL CLAD SERVICES
BEAMS. PAINTED OUT TO BE DISCRETE.
RETICULATE NEATLY ABOVE EXISTING TRUSS
DETECTORS & ELECTRICAL CABLE TRAY TO
FIRE SERVICES (SPRINKLERS/FIRE ALARM/SMOKE
CLADDING TO MATCH THE CLADDING OF RISER
FCU ENCLOSED IN EXPRESSED METAL PANEL
BEHIND RISER FOR SERVICES RETICULATION
CONSOLIDATED PENETRATION TO BACK WALL
1 & 2
ZONE PAINTED OUT TO BE DISCRETE ON LEVEL
SPRINKLER PIPE RETICULATING WITHIN JOIST
LEVELS 1 & 2
JOIST ZONE PAINTED OUT TO BE DISCRETE ON
ELECTRICAL CABLE TRAY RETICULATING WITHIN
SERVICES CORRIDOR
RETICULATE WITHIN SERVICES TRENCH IN
HYDRAULIC & ELECTRICAL SERVICES TO
PT1
PT1
PT1
PT1
PT1
RISER.
RETICULATION OF SERVICES COMING OUT FROM
RAISED FLOOR ZONE TO ALLOW FUTURE
REQUIRED FOR SUPPORT OF FOOTPATH ABOVE
REVEAL EXISTING WALL; STRUCTURAL REVIEW
0
Drawing Status
A
1m1:25
0.25 0.5 0.75
EQ EQ EQEQ EQEQ EQEQ
DINING
EXIS
TIN
G B
EA
M
EXIS
TIN
G B
EA
M
EXIS
TIN
G B
EA
M
EXIS
TIN
G B
EA
M
EQEQ
K/EM/A
RANT
REFRIGE-
HYD & ELEC.
FIRE SPRINKLER AND FIRE PIPE PAINTED OUT TO BE DISCRETE
LIGHTING TRACK TO ALLOW FLEXIBLE LIGHTING ARRANGEMENT
TO BE NEATLY LOCATED BETWEEN JOISTS. PAINTED OUT TO BE DISCRETE.
SMOKE DETECTOR, FIRE ALARM, EMERGENCY DETECTOR AND CABLE TRAY
BLACK.
FIXTURES, CABLE TRAYS, PIPES TO BE PAINTED OR POWDERCOATED
JOISTS (CMP POLICY 20 GUIDELINES) WHERE VISIBLE SERVICES
CLEAR AND DISCRETE LOCATION OF SERVICES BETWEEN EXISTING
BUILDING.
POSSIBLE TO MAXIMISE VIEW TO EXISTING
LOCATED AS CLOSE TO THE EXISTING JOIST AS
PROVIDED AS PART OF BASE BUILD. FCU TO BE
BOLTS. FINISHED TO MATCH RISER. FCU
FCU CLAD IN METAL PANEL WITH EXPRESSED
FCU CLADDING TO SPAN BETWEEN JOISTS
EA-A-4903
PT5
PT5
A 10/05/16 Response to SubmissionsBM
TYPICAL GROUND LEVEL RCP
BASE BUILDING SERVICES FITOUT
PAINTED OUT TO BE DISCRETE.
EXITING BEAM AWAY FROM VIEW. TO BE
NORTH-SOUTH TO RETICULATE BEHIND
SPRINKLER MAIN AND CABLE TRAY RUNNING
01
4901
04
4902
EXPOSE EXISTING FLOOR JOISTS
AS MUCH AS POSSIBLE
EXPOSE EXISTING TIMBER FLOOR BOARD
KITCHEN EXHAUST DUCT MAX 3000. VARIES ALONG CORRIDOR.
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
8958
8733
8654
8813
8814
8647
8734
8813
8604
8763
8695
SERVICES RISER
470 RA
500X1400x 1150X1400x 470 FCU
R/A INTAKE PLENUM
DISCRETE
PANEL PAINTED OUT DARK TO BE
TO CONNECT TO FCU CLAD IN METAL
250X300 M/A DUCT & REFRIGERANTS
CONSOLIDATED INTO THE RISER.
ALL REQUIRED SERVICES
EXISTING FABRIC.
BE PATCHED TO MAXIMISE VIEW TO
SERVICES PENETRATION TO WALLS TO
RISER AWAY FROM VIEW. EXISTING
CONSOLIDATED & POSITIONED BEHIND
PENETRATION TO BACK WALL
BEHIND EXISTING BEAM.
WITHIN JOIST WHERE POSSIBLE,
AS CLOSE TO JOIST AS POSSIBLE,
SERVICES TO DISCRETLY RETICULATE
FLEXIBLE SERVICES CONNECTION
REMOVABLE FOR MAINTENANCE AND
SANDSTONE WALL. PANELS TO BE
RISER OFFSET FROM EXISTING
PT1
MP1
PT5
PT5
PT5
02Similar
4902
REQUIRED FOR SUPPORT OF FOOTPATH ABOVE
REVEAL EXISTING WALL; STRUCTURAL REVIEW
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15 BM
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
Drawing Status
A
TYPICAL BAY- RESTAURANT
INDICATIVE TENANCY FITOUT PRINCIPALS
EA-A-4905
CMP POLICY 18 GUIDELINE
CMP POLICY 20 GUIDELINE
10/05/16 Response to SubmissionsBMA
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
than imposing a new character.’ early character of the stores, rather
much as possible of the original and
‘Future fit-outs should aim to reveal as
MUCH AS POSSIBLE
FUTURE FIT OUTS TO UTILISE NATURAL VENTILATION AS
SPACED TO BOTH SIDES OF EXISTING COLUMN.
PANELS TO RELATE TO EXISTING JOISTS. EQUALLY
PANELCLADDING TO MATCH BASE BUILD FCU CLADDING.
SUPPLY AIR DUCT ENCLOSED IN EXPRESSED METAL
CLAD IN METAL PANEL PAINTED OUT TO BE DISCRETE.
A/C DUCTS TO BE LOCATED BETWEEN JOISTS AND
VIEW TO EXISTING FABRIC
MINIMISE DUCT RUNS WHERE POSSIBLE TO INCREASE
DOORS
FUTURE FITOUTS TO RETAIN ACCESS TO EXISTING
STRUCTURE AND SPACE
MAXIMUM EXPOSURE OF ORIGINAL
SERVICES
CLEAR & DISCRETE LOCATION OF
rather than fixed elements.’should be designed as free-standing
elements. Where possible, these fittings
have regard to the significance of adjacent
as lights, ceiling fans, heaters, etc, should
‘The design and location of fittings such
DISCRETE.
TO BE CLAD IN METAL AND PAINTED OUT TO BE
BASE BUILD FCU.
CYLINDRICAL MAKE UP AIR DUCTS CONNECTING TO
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes0
Drawing Status
A
EA-A-4906
1:250.25 0.5 0.75 1m
01 NORTH SOUTH SECTION- RESTAURANT FITOUT-
-
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
MP1
MP1
SIDES OF EXISTING COLUMN.
EQUALLY SPACED TO BOTH
RELATE TO EXISTING JOISTS.
FCU CLADDING. PANELS TO
CLADDING. FINISHED TO MATCH
BUILD FCU METAL PANEL
CLADDING TO MATCH BASE
EXPRESSED METAL PANEL
SUPPLY AIR DUCT ENCLOSED IN
A 10/05/16 Response to SubmissionsBM
INDICATIVE TENANCY FIT OUT - RESTAURANT
TYPICAL BAY DETAIL 01
4907
-
PAINTED OUT TO BE DISCRETE
DUCTS CLAD IN METAL AND
CYLINDRICAL MAKE UP AIR
BE DISCRETE.
METAL PANEL PAINTED OUT TO
BETWEEN JOISTS AND CLAD IN
A/C DUCTS TO BE LOCATED
BE DISCRETE.
METAL PANEL PAINTED OUT TO
BETWEEN JOISTS AND CLAD IN
A/C DUCTS TO BE LOCATED
GUIDELINES
TO TENANCY FITOUT
BE SELECTED IN ACCORDANCE
HIGH QUALITY FURNITURE TO
BUILDING FABRIC
MAXIMISE VIEW TO EXISTING
FITOUTS TO BE MINIMAL TO
MP2
PT1
MP2
PT1
PT1MP1MATCH RISER.
EXPRESSED METAL PANEL CLADDING TO
MP2
ZONE PAINTED OUT TO BE DISCRETE
A/C DUCT TO RETICULATE WITHIN JOIST
PT5
2172 (2
100 MIN)
MECH K/E DUCT
ELECTRICAL
HYDRAULICS &
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
BAY 7
Drawing Status
Drawing Status
A
1:250.25 0.5 0.75 1M
UP AIR INTAKE DUCTS TO BE CLAD IN SS
NORTHROP TO CONFIRM SIZE OF MAKE UP AIR DUCT. MAKE
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
0
EXISTING COLUMN.
JOISTS. EQUALLY SPACED TO BOTH SIDES OF
MATCH. PANELS TO RELATE TO EXISTING
FCU METAL PANEL CLADDING. FINISHED TO
METAL PANELCLADDING TO MATCH BASE BUILD
SUPPLY AIR DUCT ENCLOSED IN EXPRESSED
OUT TO BE DISCRETE.
JOISTS AND CLAD IN METAL PANEL PAINTED
A/C DUCTS TO BE LOCATED BETWEEN
VIEW TO EXISTING BUILDING FABRIC
FITOUTS TO BE MINIMAL TO MAXIMISE
GUIDELINES
TO TENANCY FITOUT
BE SELECTED IN ACCORDANCE
HIGH QUALITY FURNITURE TO
EA-A-4907
MP1
MP2
PT5
TIM2
SS1
TIM2
PT5
PT5
MP1
MP2
PT5
A 10/05/16 Response to SubmissionsBM
TYPICAL BAY DETAIL 02
INDICATIVE TENANCY FITOUT - RESTAURANT
01
4906
PAINTED OUT TO BE DISCRETE
CONNECTING TO FCU CLAD IN METAL AND
CYLINDRICAL MAKE UP AIR DUCTS
INTAKE AIR TO MATCH EXISTING DETAIL.
MESH SET BACK FROM FACADE FACE TO
210
2400
100
EX. JOIST
1150X1400x 470 FCU
470 RA
500X1400x
1150X1400x 470 FCU
470 RA
500X1400x
470 RA
500X1400x 1150X1400x 470 FCU
S/A DUCT
500x400
S/A DUCT
500x400
MP1
PT1
MP1
PT1
MP1
PT1
PT1
PT1
M/A FAN
0
Drawing Status
A
1m1:25
0.25 0.5 0.75
SERVICES CORRIDOR
CL
EQ EQ EQEQ EQEQ EQEQ
EQ
EQ
EQ
EQ
DINING
EXIS
TIN
G B
EA
M
EXIS
TIN
G B
EA
M
EXIS
TIN
G B
EA
M
EXIS
TIN
G B
EA
M
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
EQEQ
K/EM/A
RANT
REFRIGE-
HYD & ELEC.
SIDES OF EXISTING COLUMN.
EQUALLY SPACED TO BOTH
RELATE TO EXISTING JOISTS.
FCU CLADDING. PANELS TO
CLADDING. FINISHED TO MATCH
BASE BUILD FCU METAL PANEL
PANELCLADDING TO MATCH
EXPRESSED METAL
SUPPLY AIR DUCT ENCLOSED IN
EA-A-4908
A 10/05/16 Response to SubmissionsBM
MAX DUCT SIZE 3000. VARIES ALONG CORRIDOR
INDICATIVE TENANCY FITOUT DETAIL
TYPICAL GROUND LEVEL RCP
4907
01
4906
-
MP1 PT1
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
8958
8733
8654
8813
8814
8647
8734
8813
8604
8763
8695
SERVICES RISER
470 RA
500X1400x 1150X1400x 470 FCU
R/A INTAKE PLENUM
DUCT
AIR
SUPPLY
400X500
FABRIC
DISCRETE MAXIMISING VIEWS TO EXISTING
AND CLAD IN METAL PANEL PAINTED OUT TO BE
A/C DUCTS TO BE LOCATED BETWEEN JOISTS
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15 BM
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
PAVE3
Refer to Appendix 2- Materials Board for finishes
Drawing Status
A
TYPICAL BAY-KITCHEN
INDICATIVE TENANCY FITOUT PRINCIPALS
EA-A-4910
10/05/16 Response to SubmissionsBMA
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
WALLS TO ALLOW EXISTING SANDSTONE TO BREATH.
KITCHEN WALLS OFF SET FROM EXISTING SANDSTONE
NEW RAISED FLOOR FINISH LEVEL
KITCHEN HYDRAULIC SERVICES TO RETICULATE BELOW
imposing a new character.
character of the stores, rather than
much as possible of the original and early
‘Future fit-outs should aim to reveal as
CLAD IN METAL PANEL PAINTED OUT TO BE DISCRETE.
A/C DUCTS TO BE LOCATED BETWEEN JOISTS AND
GLAZED KITCHEN WALLS TO EXPOSE EXISTING FABRIC
RETAIN ACCESS TO EXISTING DOOR
STRUCTURE
ALLOW CONTINUED ARTICULATION OF EXISTING
SERVICES TO SPAN BETWEEN EXISTING BEAMS TO
DROP DOWN CEILING TO ACCOMODATE KITCHEN
VENTILATION WHERE POSSIBLE
UTILISE EXISTING WINDOWS FOR NATURAL
CMP POLICY 20 GUIDELINE
CMP POLICY 18 GUIDELINE
FABRIC
POSSIBLE TO EXPOSE ORIGINAL
CEILINGS TO BE RAISED WHERE
FABRIC
RAISED FLOOR TO PROTECT ORIGINAL
CMP POLICY 20 GUIDELINE
CMP POLICY 18 GUIDELINE
STRUCTURE AND SPACE
MAXIMUM EXPOSURE OF ORIGINAL
CMP POLICY 20 GUIDELINE
FLOOR TO MAXIMISE VIEW OF EXISTING FABRIC
RETICULATE HYDRAULIC SERVICES BELOW FINISH
SERVICES
CLEAR SEPARATION OF KITCHEN
SERVICES
CLEAR AND DISCRETE LOCATION OF
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes0
Drawing Status
A
EA-A-4911
1:250.25 0.5 0.75 1m
LOUVRES AT WESTERN FACADE
S/S CLAD DUCT TO CONNECT TO THE
MP1
S/S
01 NORTH SOUTH SECTION- KITCHEN FITOUT-
-
SANDSTONE WALLS
TO ALLOW VIEW TO EXISTING
GLASS WALLS TO KITCHENS
EXISTING WINDOWS
VENTILATION THROUGH
TO ALLOW NATURAL
OPENINGS TO KITCHEN WALL
EXISTING DOORS
TO ALLOW ACCESS TO
OPENINGS TO KITCHEN WALL
A 10/05/16 Response to SubmissionsBM
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
TYPICAL BAY DETAIL 01
INDICATIVE TENANCY FIT OUT - KITCHEN
PAINTED OUT TO BE DISCRETE
DUCTS CLAD IN METAL AND
CYLINDRICAL MAKE UP AIR
SANDSTONE WALL
TO BE SET BACK FROM EXISTING
CEILINGS AND WALL FINISHES
ORIGINAL FABRIC (CMP POLICY 20)
RAISED FLOOR TO PROTECT
LOCATION
INDICATIVE KITCHEN HOOD
STANDARDS
4674 FOOD PREMISE
KITCHEN TO COMPLY WITH AS
SEALED CEILING OVER
BE DISCRETE.
METAL PANEL PAINTED OUT TO
BETWEEN JOISTS AND CLAD IN
A/C DUCTS TO BE LOCATED
STRUCTURE
ARTICULATION OF EXISTING
BEAMS TO ALLOW CONTINUED
TO SPAN BETWEEN EXISTING
ACCOMODATE KITCHEN SERVICES
DROP DOWN CEILING TO
THE DROP DOWN CEILING
SHOULD NOT BE DEEPER THEN
DARK TO BE DISCRETE. DUCT
IN METAL PANEL AND PAINTED
BEAMS TO BE NEATLY CLAD OUT
ANY DUCTS RUNNING BELOW
RAISED FLOOR ZONE
RETICULATE WITHIN THE
HYDRAULICS SERVICES TO
ORIGINAL FABRIC (CMP POLICY 20)
RAISED FLOOR TO PROTECT
NEW FINISH FLOOR ZONE
RETICULATE WITHIN THE
HYDRAULICS SERVICES TO
ZONE PAINTED OUT TO BE DISCRETE
A/C DUCT TO RETICULATE WITHIN JOIST
PT5
SANDSTONE WALL
EXISTING
BE SET BACK FROM
WALL FINISHES TO
CEILINGS AND
STRUCTURE
ARTICULATION OF EXISTING
BEAMS TO ALLOW CONTINUED
TO SPAN BETWEEN EXISTING
ACCOMODATE KITCHEN SERVICES
DROP DOWN CEILING TO
4912
-
DASHED
DROP DOWN CEILING SHOWN
KITCHEN EXHAUST DUCT WITHIN
DOWN CEILING SHOWN DASHED
SUPPLY AIR DUCT WITHIN DROP
2172 (2
100 MIN)
ELECTRICAL
HYDRAULICS &
FW
Drawing Status
Drawing Status
EA-A-4912
A
1:250.25 0.5 0.75 1M
K/E
700X450
MECH K/E DUCT
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
0
SEEM TO WORK AT SOME INSTANCES.
REQUIRED FOR ALL THE PLENUM/DUCTS/FCU/RA DOESN'T
CLASH OF R/A WITH EXISTING BEAM. THE DISTANCE
K/E
700X450
ORIGINAL FABRIC (CMP POLICY 20)
RAISED FLOOR TO PROTECT
WITH AS 4674 FOOD PREMISE STANDARDS
SEALED CEILING OVER KITCHEN TO COMPLY
INDICATIVE KITCHEN HOOD LOCATION
TO EXISTING SANDSTONE WALLS
GLASS WALLS TO KITCHENS TO ALLOW VIEW
BACK FROM EXISTING SANDSTONE WALL
CEILINGS AND WALL FINISHES TO BE SET
ARTICULATION OF EXISTING STRUCTURE
EXISTING BEAMS TO ALLOW CONTINUED
KITCHEN SERVICES TO SPAN BETWEEN
DROP DOWN CEILING TO ACCOMODATE
WITHIN THE RAISED FLOOR ZONE
HYDRAULICS SERVICES TO RETICULATE
NOT BE DEEPER THEN THE DROP DOWN CEILING
PAINTED DARK TO BE DISCRETE. DUCT SHOULD
NEATLY CLAD OUT IN METAL PANEL AND
ANY DUCTS RUNNING BELOW BEAMS TO BE
WITHIN THE NEW FINISH FLOOR ZONE
HYDRAULICS SERVICES TO RETICULATE
AIR TO MATCH EXISTING DETAIL.
MESH SET BACK FROM FACADE FACE TO INTAKE
10/05/16 Response to SubmissionsBMA
TYPICAL BAY DETAIL 02
INDICATIVE TENANCY FITOUT - KITCHEN
01
4911
INDICATIVE KITCHEN BENCH LOCATION
INDICATIVE KITCHEN HOOD LOCATION
AND PAINTED OUT TO BE DISCRETE
CYLINDRICAL MAKE UP AIR DUCTS CLAD IN METAL
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
BAY 7
2600
50
250
2100 TIG
HT H
EA
DRO
OM
250
2400
1150X1400x 470 FCU470 RA
500X1400x
600X500
K/E470 RA
500X1400x 1150X1400x 470 FCU
1150X1400x 470 FCU 470 RA
500X1400x
FAN
PLENUM
400X500
DUCT
400X500
DISCRETE.
CLAD IN METAL PANEL PAINTED OUT TO BE
A/C DUCTS TO BE LOCATED BETWEEN JOISTS AND
SETBA
CK
SETBACK
SETBA
CK
0
Drawing Status
A
EA-A-4913
1:250.25 0.5 0.75 1m
TO BREATH
SANDSTONE WALL TO ALLOW EXISTING STONE WALL
KITCHEN WALLS TO BE SET OFF THE EXISTING
AS MUCH AS POSSIBLE (CMP POLICY 18)
TENANCY FITOUT TO REVEAL EXISTING FABRIC
TO EXISTING FLOOR
LEVEL 03 FOR SERVICES RETICULATION TO MINIMISE IMPACT
RAISED KITCHEN FLOORS FOR HICKSON ROAD LEVEL AND
CONSTRUCTION AND FIT OUT OF FOOD PREMISE
KITCHEN FITOUT TO COMPLY WITH AS 4674-2004
EXISTING DOORS TO BE RETAINED (CMP POLICY 18)
CO
RRID
OR
SERVIC
ES
FLOOR TO MAXIMISE VIEW TO EXISTING FABRIC
HYDRAULIC SERVICES RETICULATION BELOW NEW FINISH
FURNITURE SELECTION
TO TENANCY FITOUT GUIDE FOR FUTURE TENANT
SELECTION OF HIGH QUALITY FURNITURES. REFER
MUCH AS POSSIBLE
EXISTING SANDSTONE WALLS REVEALED AS
FLOOR WHEN KITCHEN IS REQUIRED.
TO RETICULATE BELOW RAISED KITCHEN
RISER AT HIGH LEVEL. HYDRAULIC SERVICES
ELECTRICAL SERVICES TO RETICULATE FROM
MECHANICAL SERVICES, FIRE SERVICES AND
POSSIBLE
ORDER TO INCREASE CEILING HEIGHT WHERE
REDUCE PIPE AND DUCT RETICULATION IN
KITCHEN FITOUT TO BE ARRANGED TO
10/05/16 Response to SubmissionsBMA
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
TYPICAL BAY GROUND LEVEL PLAN
INDICATIVE TENANCY FITOUT - KITCHEN
01
4911
4912
-
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15 BM
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
FWFW
DINING KITCHEN
8958
8733
8654
8813
8814
8647
8734
8813
8604
8763
8695
SERVICES RISER
02
4902
REQUIRED FOR SUPPORT OF FOOTPATH ABOVE
REVEAL EXISTING WALL; STRUCTURAL REVIEW
KITCHEN EXHAUST DUCT MAX 3000. VARIES ALONG CORRIDOR
0
Drawing Status
A
EA-A-4914
10/05/16 BMA Response to Submissions 1m1:25
0.25 0.5 0.75
EXIS
TIN
G B
EA
M O
VER
SERVICES CORRIDORDINING
NOT INCLUDED AS PART OF THIS APPLICATION.
SUBJECT TO A SEPARATE DA APPLICATION.
INDICATIVE TENANCY FITOUT SHOWN IN BLUE
NOTE:
K/EM/A
RANT
REFRIGE-
HYD & ELEC.
RETICULATION BEHIND
LOCATING FCU ALLOWING KITCHEN EXHAUST
OF BASE BUILD TO ALLOW FLEXIBILITY IN
ISOLATION VALVE TO FCU PROVIDED AS PART
EXISTING JOISTS (CMP POLICY 20 GUIDELINES)
CLEAR AND DISCRETE LOCATION OF SERVICES BETWEEN
PAINTED OUT TO BE DISCRETE
BETWEEN JOISTS AND CLAD IN METAL PANEL
A/C DUCTS BY FUTURE TENANT TO BE LOCATED
WITH AS 4674 FOOD PREMISE STANDARDS
SEALED CEILING OVER KITCHEN TO COMPLY
HEIGHT
EXISTING BEAMS AND TO INCREASE CEILING
REDUCE DUCT RETICULATING BELOW
SHOWN DASHED. POSITION SERVICES TO
POSSIBLE KITCHEN EXHAUST LOCATION
TYPICAL GROUND LEVEL RCP
INDICATIVE TENANCY FITOUT - KITCHEN
01
4911
4912
-
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
16/10/15
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
DRAFT
Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
Department.
All drawings are based on Survey Information Provided by SHFA & NSW Public Works
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
8958
8733
8654
8813
8814
8647
8734
8813
8604
8763
8695
SERVICES RISER
SETBACK
1150X1400x 470 FCU
470 RA
500X1400x
R/A INTAKE PLENUMCLA
D
S/A D
UCT
DUCT
AIR
SUPPLY
400X500
KITCHEN
THE DROP DOWN CEILING
DISCRETE. DUCT SHOULD NOT BE DEEPER THEN
IN METAL PANEL AND PAINTED DARK TO BE
DUCTS BELOW BEAMS TO BE NEATLY CLAD OUT
FROM EXISTING SANDSTONE WALL
CEILINGS AND WALL FINISHES TO BE SET BACK
ARTICULATION OF EXISTING STRUCTURE
EXISTING BEAMS TO ALLOW CONTINUED
DROP DOWN CEILING TO SPAN BETWEEN
SETBA
CK
EXTG. LEVELS MINIMUM
PROTECTION ZONE TO REMAIN AS PER
NOTE, ALL LEVELS WITHIN THE TREE
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
Survey Note:
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Project Manager & Quantity Surveyor Structural & Civil Engineer
0 1 2 4 6 10m
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
16/10/15 BM
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1
A EA Drawings
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes
1910
ALONG HICKSON ROAD
NEW ASPHALT PAVEMENT
ALONG HICKSON ROAD
NEW ASPHALT PAVEMENT
TREADS RECOVERED FROM SITE
STAIRS REBUILT USING EXISTING STAIR
TREADS RECOVERED FROM SITE
STAIRS REBUILT USING EXISTING STAIR
EXISTING TREE TO BE REMOVED
ENTRY TO MATCH EXISTING
COBBLE PAVING ON EXTENDED DRIVEWAY
ENGINEERS DRAWINGS
NEW ROAD ALIGNMENT TO CIVIL
AND PROTECTED
EXISTING FIG TREE RETAINED
ENGINEERS DRAWINGS
TRENCH DRAIN TO CIVIL
HICKSON ROAD
GEORGE STREET
TREE MASTERPLAN FOR PRECINCT 2 - THE ROCKS & MILLERS POINT
PROPOSED TREES ALONG HICKSON ROAD TO MATCH CoS STREET
2.90
2.87
2.08
2.05
2.07
2.04
2.76
5.62
5.796.65 6.40
4.84
THROUGH INTERPRETATIVE PAVING INLAYS
EACH STORE BAY WILL BE HIGHLIGHTED
TO BE CONTINUED IN ADJACENT WORKS
DELINEATING HISTORIC SHORELINE.
CIRCULAR BRONZE PAVING INLAY
LIMIT OF WORKS
LIMIT OF WORKS
LIMIT O
F W
ORKS
TREE MASTERPLAN FOR PRECINCT 2 - THE ROCKS & MILLERS POINT
PROPOSED TREES ALONG HICKSON ROAD TO MATCH CoS STREET
PAVING IN DINING ZONE
SMALL STONE FLAG
ALONG EDGE OF BUILDING
STONE COBBLE PAVING
THE EDGE OF BUILDING
EDGING PAVERS ALONG
HERITAGE STYLE STONE
PAVERS ALONG THE EDGE OF BUILDING
HERITAGE STYLE STONE EDGING
PAVERS ALONG THE EDGE OF WALL
HERITAGE STYLE STONE EDGING
LIMIT O
F W
ORKS
BLOCKS RECOVERED FROM SITE
SIGNIFICANCE REBUILT USING SANDSTONE
SANDSTONE WALL WITH NO HERITAGE
EXISTING TRACHYTE KERB RETAINED
STANDARD DETAIL
NEW KERB CONSTRUCTED TO CoS
AUSTRALIAN STANDARD 1428.1
CROSSING AND RAMPS TO MEET
COBBLE PAVING ON RAISED PEDESTRIAN
EXISTING TRACHYTE KERB RETAINED
TO CoS STANDARD DETAIL
NEW KERB CONSTRUCTED
ROSEMARY OR LILLYPILLY
CONCRETE PLANTERS SUCH AS COASTAL
LOW HEDGE IN REMOVABLE PRECAST
SIGNIFICANCE MODIFIED TO MATCH UPGRADED STREET
EXISTING SANDSTONE WALL WITH NO HERITAGE
CROSSING MARKING TO ROAD DESIGN DETAILS
Drawing Status
EA-L-1001
1:200
LANDSCAPE PLAN
C
01
L-4101
10/05/16 BMB Response to Submissions1:500
GRANITE STEPS TO BAY 12
ARCHITECTS DETAIL
WIND BARRIER TO
ARCHITECTS DETAIL
GLASS BALUSTRADE TO
21/10/16 BMC
OF AWNING ABOVE
STRUCTURAL COLUMN
SEATING BLOCK
PRECAST CONCRETE
DDA PLATFORM LIFT
BB B B B B B B
BUXUS SEMPERVIRENS
LOW HEDGE SUCH AS
TOLERANT ALTERNATIVE
AUSTRALE 'Elite' OR SHADE
HEDGE SUCH AS SYZYGIUM
ALTERNATIVE
OR SHADE TOLERANT
SYZYGIUM AUSTRALE 'Elite'
LOW HEDGE SUCH AS
TOLERANT ALTERNATIVE
'Elite' OR SHADE
SYZYGIUM AUSTRALE
LOW HEDGE SUCH AS
INDICATORS
HANDRAIL AND TACTILE
STAINLESS STEEL
GRANITE COBBLE
'AUSTRAL BLACK'
PAVING
MATCH CoS STANDARD
GRANITE BANDING TO
1788 SHORELINE BRONZE INLAYS
Revision to Bay 12
TREE PROTECTION ZONE R12.8 METERS
EXTENT OF PERMEABLE PAVING
DASHED LINE INDICATES
ROOT ZONE OF TREE.
PERMEABLE PAVING WITHIN
SUBJECT TO SEPARATE PLANNING APPLICATIONWORKS BY OTHERS SHOWN HATCHED
REMOVED
EXISTING TREE TO BE
NEW CoS BOLLARDS
GRANITE COBBLE
'AUSTRAL BLACK'
Copyright on this drawing retained by the Architect.
The Architect to be immediately notified of any discrepancies.
To be read in conjunction with all other Consultant's drawings.
Do not scale from drawing. Use marked dimensions.
1011987654321
Drawing NumberJPW Project Number
Scale / North Point: Key Plan Drawing Title
Revision
Rev Date App Revision or reason for issue
www.jpw.com.au
Facsimile +61 2 9259 5999
Telephone +61 2 9259 5900
Sydney NSW 2000, Australia
95 Pitt Street
Level 10, Plaza Building, Australia Square
Johnson Pilton Walker Pty Ltd ACN 095 778 886
Architect Client Project Title
www.ttw.com.au
Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146
Level 3, 48 Chandos Street St Leonards NSW 2065
Taylor Thomson Whitting Consulting Engineers
CkdServices Engineer
www.altusgroup.com
Telephone +61 2 9283 7311
The Podium Building, 1 Market Street, Sydney NSW 2000
Altus Page Kirkland
Suite 301, 35 Lime St, Sydney NSW 2000
Tallawoladah Pty Ltd
Drawing NumberJPW Project Number
Drawing Title
RevisionDrawing Status
12006
Existing Works
New Works
Project Manager & Quantity Surveyor Structural & Civil Engineer
http://www.northrop.com.au
Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324
Level 11, 345 George Street, Sydney, NSW 2000
Northrop Consulting Engineers Pty Ltd.
EA
Infills to existing opening
PAVE1
PAVE2
GL1
Key
PAVE4
ASPHLT
PAVE5
GL2
SP1
MP2
MP1
SS1
PT1 Indicative Fit out design (not part of the scope of works)
Materials Key
ST1
GB1
GB2
CONC1
TIM2
CONC2
TIM1
GL3
TILE1
PT5
BL1GL4
TR2
TILE2
TILE3
SL
MS
GLT
PC
@ A3
'B2041_cloud'
For adjacent buildings used:
'B2041_2004'
'B1949-B-Markups'
'B1949-REV C'
Surveys used:
RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.
Where tide levels have been provided registered to 'Fort Denison' levels,
Surveys are orientated to MGA North point, and AHD Datum.
roof ridge level.
SHFA, to form the basis for the floor levels of level 01 and 02 as well as the
Drawings are based on As built drawings and Survey Information provided by
Survey Note:
@ B1,
PAVE3
Refer to Appendix 2- Materials Board for finishes0
Drawing Number
RevisionRevisionDrawing Status
12006
EA-L-4101
A
0.2 0.4 0.6 1M1:20
LANDSCAPE DETAILS
01 SECTION 01SCALE 1:20
-
10/05/16 BMA Response to Submissions
1:50
HERITAGE STYLE STONE EDGING PAVERS ALONG THE EDGE OF BUILDING
EXISTING TRACHYTE KERB RETAINED
TO ARCHITECTURAL DRAWINGS
NEW BUILDING STRUCTURE AND WATERPROOFING
300
EXISTING SANDSTONE WALL OF CAMPBELL'S STORES BUILDING
ISOLATION JOINT BETWEEN STONE EDGING PAVERS AND SANDSTONE WALL
MINIMUM 1:100 FALL AWAY FROM BUILDING
NEW ASPHALT PAVEMENT
CONSTRUCTED TO CoS STANDARD DETAILS
NEW STONE KERB AND CONCRETE GUTTER