Post on 26-May-2022
QUANTITY SURVEY REPORT
Not for Bank Use
Source: Google Maps
Project: Proposed Boarding House Development At No. 29 Pomeroy Street Homebush NSW 2140
Applicant: Innovative Design & Development Pty Ltd C/- Bechara Chan & Associates Pty Ltd
Builder: Developer Managed
Report Date: 24 August 2017
Construction Consultants (QS) Quantity Surveyor Report – DA Submission only (Not for Bank Use) 29 Pomeroy St, Homebush
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Table of Contents 1. Instruction .............................................................................................................. 3
2. Brief Development Description .............................................................................. 3
3. Construction Cost Estimate .................................................................................... 3
4. Areas ...................................................................................................................... 4
5. Quality of Finishes .................................................................................................. 5
6. Documentation ...................................................................................................... 5
7. Exclusions ............................................................................................................... 5
8. Design Assumptions / Parameters ......................................................................... 6
9. Disclaimer ............................................................................................................... 6
Appendix A Council Schedule Appendix B Elemental Cost Estimate Summary Appendix C Assumed Schedule of Finishes Appendix D Reduced Architectural Drawings
Construction Consultants (QS) Quantity Surveyor Report – DA Submission only (Not for Bank Use) 15 Hillard St, Wiley Park
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1. Instruction We have undertaken a study of the probable cost of construction for the above project, based on the supplied architectural drawings and other information provided. We have also taken into consideration the proposed method of procurement (Developer Managed). 2. Brief Development Description
The proposal includes the demolition of existing structure(s) and the construction of a four (4) storey Boarding House Development with associated basement level car parking, at No. 29 Pomeroy St, Homebush. The proposed development consists of:
• Five (5) x car parking spaces within a single basement level;
• One (1) x Common Living Room within Ground Floor;
• Thirteen (13) x Boarding Rooms within Ground Floor to Level 3;
Typically, each boarding room comprises an open plan bedroom/living area, bathroom and kitchenette. 3. Construction Cost Estimate
Description Amount ($)
Total Construction Cost 1,612,704
Add Consultants Fees 34,141
Total Development Cost (excl. GST) 1,646,845
Add GST 164,684
Total Development Cost (incl. GST) 1,811,529 The required Council Schedule is attached in Appendix A. Also, please refer to Appendix B for an Elemental Cost Estimate Summary prepared in accordance with the Environmental Planning and Assessment Regulation 2000 (Reg 25J) - Section 94A Levy - Determination of proposed cost of Development. A detailed report may be obtained upon request. Our Construction Cost Estimate may be considered as reasonable, based on the proposed level of finishes and in the absence of the Structural and Services drawings, the Contract Documents and DA Conditions.
Construction Consultants (QS) Quantity Surveyor Report – DA Submission only (Not for Bank Use) 29 Pomeroy St, Homebush
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4. Areas
According to the architectural drawings, the proposed approximate Floor Areas may be presented as follows:
Building Level Description F.E.C.A*
(m2) U.C.A**
(m2) G.F.A***
Total (m2)
Basement Parking 241 241
Ground Floor Boarding Rooms 96 6 101
Ground Floor Common Area Incl. Common
Living Room 65 5 69
Level 1 Boarding Rooms 120 9 130
Level 1 Common Area 22 22
Level 2 Boarding Rooms 130 2 133
Level 2 Common Area 22 22
Level 3 Boarding Rooms 86 86
Total 782 22 804
*F.E.C.A (Fully Enclosed Covered Area): The sum of all such areas at all building floor levels, including basements (except unexcavated portions), floored roof spaces and attics, garages, penthouses, enclosed porches and attached enclosed covered ways alongside building, equipment rooms, lift shafts, vertical ducts, staircases and any other fully enclosed spaces and useable areas of the building, computed by measuring from the normal inside face of exterior walls but ignoring any projections such as plinths, columns, piers and the like which project from the normal inside face of exterior walls. It shall not include open courts, light wells, connecting or isolated covered ways and net open areas of upper portions of rooms, lobbies, halls interstitial spaces and the like which extend through the storey being computed. **U.C.A (Unenclosed Covered Area): The sum of all such areas at all building floor levels, including roofed balconies, open verandahs, porches and porticos, attached open covered ways alongside buildings, undercrofts and useable space under buildings, unenclosed access galleries (including ground floor) and any other trafficable covered areas of the building which are not totally enclosed by full height walls, computed by measuring the area between the enclosing walls or balustrade (i.e. from the inside face of the UCA excluding the wall or balustrade thickness). When the covering element (i.e. roof or upper floor) is supported by columns, is cantilevered or is suspended, or any combination of these, the measurements shall be taken to the edge of the paving or to the edge of the cover, whichever is the lesser. UCA shall not include eaves overhangs, sun shading, awnings and the like where these do not relate to clearly defined trafficable covered areas, nor shall it include connecting or isolated covered ways. ***G.F.A (Gross Floor Area): The sum of the 'Fully Enclosed Covered Area' and 'Unenclosed Covered Area' as defined.
Construction Consultants (QS) Quantity Surveyor Report – DA Submission only (Not for Bank Use) 29 Pomeroy St, Homebush
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5. Quality of Finishes Finishes may be considered of standard commercial quality, as described in the attached Schedule of Finishes (Appendix C), prepared by Construction Consultants (QS) and based on information supplied by the Developer. The quality of finishes proposed, are appropriate to the type, scale and location of this project. 6. Documentation Our Cost Estimate was based on Architectural Drawings prepared by Bechara Chan & Associates Pty Ltd, Project No. 160608, Drawing Nos. DA.02 to DA.06, Revision A, Dated 17/07/2017. Please refer to Appendix D for a reduced copy of part of these drawings. 7. Exclusions Our Cost Estimate does not include the following:
- Land Acquisition; - Marketing and financing; - Legal costs; - Project Management; - Building insurance costs; - Major services diversions, external connections and /or improvement; - Amplification / amendment to existing services; - Underpinning of existing structure; - Amendments to plans, incomplete documentation; - Taxes, levies and charges; - Disabled access; - Energy and water efficiency; - Electrical substation allowance; - Decontamination works (Asbestos Removal, etc.); - Rock excavation; - Drainage pit & pump-out; - Authorities Fees (S94 Contribution and the like); - Contingency allowance; - Intercom / Alarm; - Loose Furniture; - Blinds / Fly screens; - FF&Es.
Construction Consultants (QS) Quantity Surveyor Report – DA Submission only (Not for Bank Use) 29 Pomeroy St, Homebush
6 | P a g e
8. Design Assumptions / Parameters In the absence of engineering drawings, the structure of the proposed buildings was assumed of conventional nature, comprising the following:
- Reinforced concrete soldier piles / shotcrete to basement shoring; - Reinforced concrete strip / pad footings; - Reinforced concrete columns and floor slabs (Framed structure).
Our Indicative Cost Estimate was based on the assumption that the whole development will be constructed in a single stage (i.e. not a staged development). If the building is to be completed in stages, the cost of preliminaries and Building services may increase. This Cost Estimate may provide no more than a rough guide to the probable cost of the proposed development. Costs may vary considerably, due to a range of variables:
- Further Geotechnical investigation; - Structural and services documentation; - Contract conditions; - Final PC Items and Provisional Allowances; - Variations in the proposed fixtures and finishes; - DA Conditions.
9. Disclaimer
This Certificate has been prepared for the sole purpose of providing an Initial Cost Estimate for DA Council Submission only (not for bank use). This Quantity Survey Certificate is not to be used for any other purpose. This Report is confidential to the developer. The Writer does not accept any contractual, tortuous or other form of liability for any consequences, loss or damage which may arise as a result of any other person acting upon or using this report. Report and estimate prepared by
Michael M. Dakhoul B. Build (Hons. 1) AAIQS MAIB MCIOB ICECA AAIQS Reg. No. 3618
Appendix A Council Schedule
Appendix B Elemental Cost Estimate Summary
Elemental Summary29 Pomeroy St, Homebush
Code Item % Cost ($) / m2 Total Cost ($)
PR Preliminaries 12.95 265 213,243
AR Demolition 1.37 28 22,496
XP Site Preparation 0.13 3 2,109
SB
Substructure (Shoring, Excavation and Basement
Structure) 10.53 216 173,459
CL Columns 1.54 31 25,308
UF Upper floors 6.66 136 109,670
SC Staircases 1.41 29 23,199
RF Roof 1.37 28 22,496
EW External Walls 8.32 170 137,087
WW Windows 3.16 65 52,023
ED External Doors 0.77 16 12,654
NW Internal Walls 4.61 94 75,925
NS Internal Screens 0.64 13 10,545
ND Internal Doors 2.48 51 40,775
WF Wall Finishes 3.22 66 53,025
FF Floor Finishes 2.69 55 44,348
CF Ceiling Finishes 2.10 43 34,506
FT Fitments 3.34 68 55,076
PB Hydraulic Services (incl. External Services) 8.28 169 136,299
AC
Mechanical Services (Basement and wet areas
Ventilation, Air Conditioning if applicable) 3.04 62 50,081
FP Fire Services 0.94 19 15,412
LP Electrical Services (excl. electrical substation) 5.03 103 82,908
XR/XN Siteworks (Boundary walls, Fencing and Gates, etc.) 1.28 26 21,090
XL Landscaping and Improvements 2.13 44 35,151
BM Builder's Margin 9.95 204 163,815
Total Construction Cost (excl. GST) 1,612,704
Add Consultants Fees 2.07 42 34,141
Total Development Cost (excl. GST) 100.00 2,048 1,646,845
Add GST 164,684
Total Development Cost (incl. GST) 1,811,529
Construction Consultants (QS)
1 of 1
24/08/2017
Appendix C Assumed Schedule of Finishes
Construction Consultants (QS) 24/08/2017
1
Proposed Boarding House 29 Pomeroy St, Homebush
ASSUMED SCHEDULE OF FINISHES BUILDING INTERIOR
Internal finishes and Fittings Internal Bathroom Doors Hollow core / plain / painted Room Front Doors Fire rated / plain / painted Door Handles Lockset to room doors Metal lever to internal doors Kitchen Stone benchtop and polyurethane doors Walls Generally face brickwork Ceilings Set plaster / painted Cornices Standard Cove
Bathroom Fittings Shower Screens Powdercoated alum. Semi-Frameless / Safety glass WC Suite Vitreous China Suite with 6/3 dual flush Vanity Unit Laminated top with Semi-recessed basin Mirror Wall mounted mirror above each vanity unit Tapware Single Lever Mixer / Chrome Bathroom Fittings Stainless steel Floor Finishes Rooms Ceramic tiles Hallways Ceramic tiles Bathrooms Ceramic tiles Fixtures Hot water unit Basic Air conditioning Split System Intercom Excl. Alarm Excl. Transportation Excl. Exclusions – FF&E Loose furniture Artworks Signage Beds & Mattresses Bedside tables Coffee table and kettle Office table and chairs Manchester and curtains Fridges Dryers / Heaters / Microwaves
Construction Consultants (QS) 24/08/2017
2
BUILDING EXTERIOR External walls Refer to architectural drawings Windows and sliding doors Powdercoat / aluminum framed Handrails / balustrades Refer to architectural drawings Roof Refer to architectural drawings Individual Garage Doors N/A Main Garage Door Overhead / automatic Letterboxes Powdercoated classic
Appendix D Reduced Architectural Drawings
1
1ROOF & SITE PLAN
0 1 2 3 4 5 10 metres
RAMP 1:8
WAITING BAY
9000
4000
3565
RL 10.000
5800
1000
RL 10.300
PROPOSED NEWDRIVEWAY
2000
RAMP 1:4
RL 9.750
3000
5500
300
300
METAL SHEETING ROOF 2°
GUTTER GUTTER
3200
2100
8200
5200
6000
4650
PROPOSEDREMOVE TREE
G
U
T
T
E
R
1
3
.
1
5
RR
16.15
SILL 11.25
SILL 11.21
TOP 12.65
TOP 12.71
SILL 11.08
TOP 12.58
TOP 12.47
SILL 11.17
SILL 11.04
TOP 12.54
SILL 11.16
TOP 12.76
No. 49
SINGLE STOREY
SEMI-DETACHED HOUSE
TILE ROOF
M
E
T
A
L
S
H
E
D
FIBRO
SHED
PAVEMENT
FFL 11.02
FFL 11.15
No. 31
SINGLE STOREY
BRICK HOUSE
TILE ROOF
GUTTER 14.04
GUTTER 14.05
RR 16.26
SILL 11.88
TO
P 13.26
SILL 12.01
TO
P 13.28
10.770
10.82
PAVEMENT
10.07
9.99
9.869.8
49.8
79.9
710.
08
10.09
9.89
9.87
10.16
10.13
10.02
9.92
13.196
9.99
10.11
10.2210.
2210.
26
10.23
10.288
10.259
10.3110.
32
10.39
10.35
10.26
10.15
10.10
10.08 10.
03
9.71
9.24
9.21
9.27
9.32
9.799
9.39
9.765
9.50
9.78
9.56
9.889.9
9
9.949.94
9.78
9.75
9.84
9.94
9.95
10.25
10.48
10.69
10.87
11.03
11.14
9.73
9.65
9.09
BM
RL=10.62
T
E
L
S
T
R
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E
T
S
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N
FO
OT
PA
TH
S
T
R
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E
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S
I
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N
DRIVEWAY
FO
OT
PA
TH
10.47
10.29
50°00'00"
13.715
FO
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PA
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S
/
WP
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H
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S
TEL
P
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PIT
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S
E
P
FOOTPATH
S
T
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S
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140°00'00"
40.235
10.15
FOOTPATH
E
P
TEL
10.35
140°00'00"
40.235
F
F
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1
0
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7
7
Ø
=
0
.
5
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S
=
8
m
H
=
8
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Ø
=
0
.
4
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S
=
4
m
H
=
6
m
Ø
=
0
.
4
m
S
=
4
m
H
=
4
m
Ø
=
0
.
4
m
S
=
4
m
H
=
3
m
Ø=0.8m
S=10m
H=12m
50°00'00"
13.715
Ø
=
0
.
3
m
S
=
2
m
H
=
6
m
Ø
=
0
.
8
m
S
=
6
m
H
=
5
m
LOT 35
DP834
SITE AREA 551.4m² BY DP
SITE AREA 551.8m² BY CALS
1
0
.
0
0
0
1
0
.
0
0
0
1
0
.
4
0
0
1
0
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0
0
PO
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UNDERWOOD ROOD
A
A
B B
DA
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1:100
on A
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A3
BECHARA CHANBC& AASSOCIA
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Suite
6F,
Lev
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3 Re
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Road
Stra
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SW 2
135
Desig
n by:
PR
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DA
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29
P
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TR
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MB
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June
2017
1606
08KK GB
A
ISSU
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OR D
AA
17.07
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BO
AR
DIN
G H
OU
SE
RL7.400
Motorcycle S
pace
Motorcycle S
pace
Motorcycle S
pace
RESIDENTIAL
WHEELSTOP
RESIDENTIAL
WHEELSTOP
ACCESSIBLERESIDENTIAL
WHEELSTOP
shared area
1
2
3
5400
415
2400
2400
2400
2400
RESI
DENT
IAL
WHE
ELST
OP
RESI
DENT
IAL
WHE
ELST
OP
GARBAGEROOM
3865
6715
10015
3600
3000
4000
40235
40235
13715
13715
6100
RAMP 1:4
3000
300
5400
300
6215
200
6215
RL 7.650
RAMP 1:8
RL 7.400
1000
2400
2400
415
RL7.400
Chair Lift toFuture Installation
5
4 RL7.400
3715
200
BASEMENT
1
-BASEMENT PLAN
0 1 2 3 4 5 10 metres
Deep Soil
Deep Soil
s1
3 motorcycle spaces
300
1200
1200
1340
s2
s4
storage
s5 s6 s7
s8 s9 s10s11
3730
1
-BASEMENT PLAN
0 1 2 3 4 5 10 metres
Total Deep Soil Area
162.81m²
s3
PUMP OUT PIT TOHYD ENG PLAN
4000
3865
23.40m²RAISEDPLANTERBOX
TERRACE23.40m²
120.60m²
TERRACE
COMMON OPENSPACE
18.23m²
COMMONLIVING ROOM
1550
1455
SINGLE-LODGERROOM
21.45m²excl. kitchen & bath
Total Unit Area= 31.38m²
1455
SINGLE-LODGERROOM21.45m²
excl. kitchen & bath
Total Unit Area= 31.38m²Total Unit Area= 33.05m²
TWO-LODGERROOM23.30m²
excl. kitchen & bath
1070
15501550
1550
RAMP 1:8
WAITING BAY
RL 10.000
RL 10.300
PROPOSED NEWDRIVEWAY
RAMP 1:4
4 lodgers
COMMON OPENSPACE
2400
3000
3000
6005
9000
2
-GROUND FLOOR PLAN
0 1 2 3 4 5 10 metres
GF GFA= 135.59m²
Total GFA= 383.69m²
3 boarding rooms (2 x one-lodger, 1 x two-lodger)
RL9.765
24.50m²TERRACE
RL10.100
2425
10001000
1100
1600
1600
6700
1000
950
RAMP 1:20
RAMP 1:20RL10.1001650
1550
1000
RL9.600
TERRACE
CORRIDOR
Total Deep Soil Area
162.81m²
RL10.100OPEN CORRIDOR
G.01 G.02 G.03
Chair Lift toFuture Installation
PROPOSEDREMOVE TREE
RL10.100
G
U
T
T
E
R
1
3
.
1
5
RR
16.15
SILL 11.25
SILL 11.21
TOP 12.65
TOP 12.71
SILL 11.08
TOP 12.58
TOP 12.47
SILL 11.17
SILL 11.04
TOP 12.54
SILL 11.16
TOP 12.76
No. 49
SINGLE STOREY
SEMI-DETACHED HOUSE
TILE ROOF
M
E
T
A
L
S
H
E
D
FIBRO
PAVEMENT
FFL 11.02
FFL 11.15
No. 31
SINGLE STOREY
BRICK HOUSE
TILE ROOF
GUTTER 14.05
RR 16.26
SILL 11.88
TO
P 13.26
SILL 12.01
TO
P 1
3.2
8
PAVEMENT
10.07
9.99
9.869.8
49.8
79.9
710.
08
10.09
9.89
9.87
10.16
10.13
10.02
9.92
13.196
9.99
10.11
10.2210.
2210.
26
10.23
10.288
10.259
10.3110.
32
10.39
10.35
10.26
10.15
10.10
10.08 10.
03
9.71
9.24
9.21
9.27
9.32
9.799
9.39
9.765
9.50
9.78
9.56
9.889.9
9
9.949.94
9.78
9.75
9.84
9.94
9.95
10.25
10.48
10.69
10.87
9.73
9.65
9.09
BM
RL=10.62
S
T
R
E
E
T
S
I
G
N
S
T
R
E
E
T
S
I
G
N
DRIVEWAY
FO
OT
PA
TH
10.47
10.29
50°00'00"
13.715
FO
OT
PA
TH
S
/
WP
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TEL
P
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S
E
P
FOOTPATH
S
T
R
E
E
T
S
I
G
N
140°00'00"
40.235
10.15
FOOTPATH
E
P
TEL
10.35
140°00'00"
40.235
F
F
L
1
0
.
7
7
Ø
=
0
.
5
m
S
=
8
m
H
=
8
m
Ø
=
0
.
4
m
S
=
4
m
H
=
6
m
Ø
=
0
.
4
m
S
=
4
m
H
=
4
m
Ø
=
0
.
4
m
S
=
4
m
H
=
3
m
Ø=0.8m
S=10m
H=12m
50°00'00"
13.715
Ø
=
0
.
3
m
S
=
2
m
H
=
6
m
Ø
=
0
.
8
m
S
=
6
m
H
=
5
m
LOT 35
DP834
SITE AREA 551.4m² BY DP
SITE AREA 551.8m² BY CALS
1
0
.
0
0
0
1
0
.
0
0
0
1
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4
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UNDERWOOD ROOD
Proposed OSD Basinto Hyd Eng plans
A
A
B B
Site Area = 551.80m²
Permissible FSR = 0.65:1
Permissible GFA = 358.67m²
PROPOSAL: 4 STOREY BOARDING HOUSE
8 x SINGLE ROOMS (8 Lodgers)
5 x DOUBLE ROOMS (10 lodgers)
Total Proposed GFA= 460.34m²
Height Limit 9.5m (LEP) = 2-3 STOREYS
13 SELF-CONTAINED BOARDING ROOMS
Proposed FSR= 0.934:1
Total Proposed 18 Lodgers
(+0.2 AFFORDABLE FSR BONUS)
Proposed Deep Soil Landscape Area= 162.81m²
DA
.0
3
1:100
on A
1, 1:2
00 on
A3
GR
OU
ND
F
LO
OR
P
LA
N
BECHARA CHANBC& AASSOCIA
TES
BA
SE
ME
NT
P
LA
N
CC
OP
YR
IG
HT
2016:
Revis
ion
DRAW
N
CHEC
KED
PROJ
NO.
DATE
SCAL
E
Draw
ingPr
oject
Do no
t sca
le fro
m dr
awing
s. Ve
rify al
l dim
ensio
ns on
site
befor
e com
menc
ing w
ork.
THIS
PLA
N IS
THE
EXC
LUSI
VEPR
OPER
TY O
F B
ECHA
RA C
HAN
&AS
SOCI
ATES
PTY
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Suite
6F,
Lev
el 6
, 9-1
3 Re
dm
yre
Road
Stra
thfie
ld N
SW 2
135
Desig
n by:
PR
OP
OS
ED
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FF
OR
DA
BL
E
29
P
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TR
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OE
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US
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June
2017
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A
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OR D
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17.07
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TWO-LODGERROOM
TWO-LODGERROOMTWO-LODGER
ROOMTWO-LODGER
ROOM
8 lodgers
1
-LEVEL 1 FLOOR PLAN
0 1 2 3 4 5 10 metres
4 boarding rooms (4 x two-lodger)
2500 2500
18.75m²excl. kitchen & bath
18.75m²excl. kitchen & bath
Total Unit Area= 28.59m²
Total Unit Area= 31.60m²
21.85m²excl. kitchen & bath
1070
Total Unit Area= 31.60m²
21.85m²excl. kitchen & bath
1070
1070
Level 1 GFA= 124.05m²
2400
3000
3000
4000
6005
9000
1400
Total Unit Area= 28.59m²
2555 2555
1400
RL13.100
600
OPEN CORRIDOR
1.01
1.02 1.03
1.04
3.58m² 3.58m²
1.16m²1.16m²10001000
1100
1600
1600
A
A
B B
SINGLE-LODGERROOM
6 lodgers
10001000
1100
1600
1600
Total Unit Area= 22.75m²
1070
1070
Level 2 GFA= 111.42m²
2400
3000
3000
4000
6005
9000
2
-LEVEL 2 FLOOR PLAN
0 1 2 3 4 5 10 metres
RL16.100
OPEN CORRIDOR
2.01
1.16m²1.16m²
10.20m²excl. kitchen & bath
Total Unit Area= 15.11m²
SINGLE-LODGERROOM
2.02Total Unit Area= 15.11m²
SINGLE-LODGERROOM
2.03
5.42m²excl. kitchen & bath
SINGLE-LODGERROOM
Total Unit Area= 22.75m²
2.06
Total Unit Area= 15.11m²
SINGLE-LODGERROOM
2.05Total Unit Area= 15.11m²
SINGLE-LODGERROOM
2.04
1070 10.20m²
excl. kitchen & bath
5.42m²excl. kitchen & bath
5.42m²excl. kitchen & bath
5.42m²excl. kitchen & bath
600
6 boarding rooms (6 x one-lodger)
VOID VOID VOID VOID
A
A
B B
Mezzanine Level
2100
SINGLE-LODGERROOM
Level 3 GFA= 89.27m²
3000
4000
6005
9000
3
-LEVEL 3 FLOOR PLAN
0 1 2 3 4 5 10 metres
RL18.7002.01 SINGLE-LODGERROOM
2.0214.61m²
excl. kitchen & bath
SINGLE-LODGERROOM
2.0314.61m²
excl. kitchen & bath
SINGLE-LODGERROOM12.92m²
excl. kitchen & bath
2.06SINGLE-LODGERROOM
2.05SINGLE-LODGER
ROOM
2.0414.61m²
excl. kitchen & bath
12.92m²excl. kitchen & bath
14.61m²excl. kitchen & bath
RL18.700
VOID VOID VOID VOID
800
800800
900
1650
A
A
B B
DA
.0
4
1:100
on A
1, 1:2
00 on
A3
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BECHARA CHANBC& AASSOC
IATE
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p: +
61 2
974
6 69
93
Bech
ara
Cha
n &
Ass
ocia
tes P
ty L
td
e: in
fo@
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.au
Suite
6F,
Lev
el 6
, 9-1
3 Re
dm
yre
Road
Stra
thfie
ld N
SW 2
135
Desig
n by:
PR
OP
OS
ED
A
FF
OR
DA
BL
E
29
P
OM
ER
OY
S
TR
EE
T, H
OE
MB
US
H
June
2017
1606
08KK GB
A
ISSU
ED F
OR D
AA
17.07
.2017
BO
AR
DIN
G H
OU
SE