TABLE OF CONTENTS
1
2
3
4
•INTRODUCTION AND CONCEPTUAL FRAMEWORK
•DENSER THAN SPONGECAKE
•BUILDING BACK THE TROPICS
•MODELS •PROFESSIONAL PRACTICE
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Introduction
This semester involved intricate yet minimised designs which involved the combination of two random functions. The process would be to develop a building situated on 142 Clarence in Sydney CBD and to be no more than a volumetric cube measuring 10m x 20m x 25m, this also ensured that the design would not exceed the existing building height. The two functions that were chosen for the proposal was to be a combination between crematorium and an industrial bakery. One function relying upon the values of synesthesia; smell, touch and taste. Whilst the other, would rely on values of destruction and minimalism. Both functions open up to a mysterious yet beautiful combination when places together in a compact, modernised space. 142 Clarence St thusforth became the field of experimentation and freedom, however still enclosed by a veil of unforeseen restrictions which, in synergy with freedom, created challenging learning experiences to s trategise methods of overcomming height restrictions and views. By closing off the two northern, eastern and southern side of the building lot, the subject building felt crushed and enclosed by the adjacent stone and brick towers which felt slightly overpowering. What must we do to reawakened power and beauty of 142 Clarence street? Stepping foot upon a brand new start on a multistorey building with medium to high density will set up an unexplored level of detail, geometry with relevant and succint meaning rooting back to the fundamentals of a bakery and a crematorium confined together in one lot.
RESPONDING TO THE SITE For the premises of this assignment, 142 Clarence Street became the main site for the Bakery and Crematorium duo function building. Much of the site does not contain any kind of vegetation apart from the deciduous trees that lie opposite eachother along Clarence Street. This particular site expressed a very aged characteristic of which i found to be powerful and robust.
RESPONSE TO SITE CONT.
Despite having a lack of sunlight within the building, A developed system of awnings and sunroofing became ideal for the current positioning of the building, However, What happens to the very core of the building? The heat of the crematorium and bakery idea would not have succeeded without following the ideologies of wind uplifts and open roofs. With this, the core of the building would be able to maintain suitable and appropriate temperatures as the hot air rises through the top of the building. This also allows sunlight to provide impeccable soft lighting on the staircase, elevator and circulation passages within the building. Lack of vegetation allowed the project to thrive in an environment dominated by stone and masonry, Thus concrete, being made in similar fashion would have brought a unique and enticing addition to the street scape and preserve the pre-established heritage.
CONCEPT COLLAGE Collaging was an initiative taken to ensure the abstract clarity of the narrative and espress the integrity of both functions, the goal of this collage was to allow viewers to grasp the connection between the dead and living, forming a contrast between synthesis and destruction whilst allowing both elements to thrive within the same environment and sharing the same space and coexisting, ultimately realising that without one, there is no other. Without death and destruction, there is no birth and creation.
RENDERING ITERATIONS Selected works “One of the great beauties of architecture is that each time, it is like life starting all over again.” Renzo Piano
FINAL PARALINE DIAGRAM Paralines are methods of demonstrating clarity, materiality and accounting for populations of peoplem, this particular diagram was a way for me to clarify that each and every aspect of the building was accessible by everyone and shared by anyone.
BUILDING BACK THE TROPICS THE FINAL ITERATION AND PRESENTATION (SEMESTER 2)
A project begins with the simple understanding of how one experiences the spacial thresholds and atmospheres of their own home, starting and ending at the bed that we allow our vulnerable selves to rest upon each night. As we carefully tread through the detailed and complex ideas of creating a home, we begin to branch out of our comfort zones until what we would understand and define as home does not simply mean our own shelter, but the shelter of every family, couple and individual walking and breathing every single day. Ultimately placing us at birthplace of our story, the TROPICS.
THIS SECION OF THE PORTFOLIO FOCUSES ON THE HANDDRAWN ELEMENTS OF A PRECEDENT STUDY OF 9 - 10 STOCK ORCHARD STREET. AN ARCHITECTURAL WORKSHOP MANAGED BY THE SARAH WIGGLESWORTH TEAM BASED IN THE UNITED KINGDOM. THE MULTIFUNCTIONAL BUILDING WAS A SUSTAINABLE WAY TO BUILDING, FOCUSING ON MINIMISING MATERIAL WASTE AND EFFECTIVE VENTILATION BY USING LOUVRES AND STACKED VENTILATION.
VIEWS AND THERMAL STACKING
PLANTATION
NATURAL SUNLIGHT
USING STEEL VENT FOR THERMAL STACKING EFFECTIVELY REDUCES THE HEATING LOAD ON THE BUILDING EMITTING HOT AIR OUT OF THE TOP AND ESTABLISHING VIEWS
USING PLANTS WITH BUILT IN RAINWATER SYSTEM FOR SELF SUSTAIN
ROOF WINDOWS ALLOW NATURAL DAYLIGHT FACING THE NORTH WESTERN FACADE
Cross Ventilation strategies using simple pathways and open planning
Simple pathways for foot paths for efficient vehicle and walking routes
Even privacy and yard space for all family types
Use of skillion roof enables thermal stacking to take place, high ceiling levels towards the facade allow for extra metal louvres letting out heat at the highest point of the interior
Using the louvre system for the building allows for extra solar shading, preventing heat gain in the summer and letting head in through the glass sliding entrance doors during the winter. Suspended flooring additionally assists with heat gain throughout all times of the year.
Absence of glass in the building allows for air to pass through louvres while keeping effective sunlight and solar gains.
The Spaces In between The master planning for the entire project revolves around the pockets of space that lies in between two of each family type. The spaces that lie in between each building forms spaces and places for groups and individuals to communicate and form bonds. Bonds are a crucial part of surviving in isolated tropical environments thusforth giving each family their own privacy space whilst simultaneously encouraging the beauty that lies in between socialising, gatherings and friendship
False walls are fixed thermal control units which help reduce the heating load on exterior wall members. The wall is simply comprised of corrugated steel sheets bolted to softwood ply battens that have been placed to leave a cavity between the wall and metal sheeting. The idea behind this mechanism is so that cold air passes up beneath and in between the cavity of the false wall releasing hot air out through the top cavity. Using metal sheeting additionally reflects sunlight off onto other materials reducing the amount of heat onto the timber walls. This strategy is to be placed on the South west and North eastern fronts of all building such that these false walls will not obstruct openings and break the flow of any cross ventilation strategies placed on the South east and North western fronts.
The Sharing Singles
The Couple house
Use of timber structural members in synergy with steel foundation supports and roof support members is uniquely designed for structural integrity against natural disasters but also for the low maintenance and delightful aesthetics. Steel members additionally compliment the aesthetics of the steel louvres which is one main design principle for stacked ventilation.
The Final Pieces 1:20 Detail Model 1:100 Couple House Model
PROFESSIONAL PRACTICE THE FOLLOWING WORKS ARE THE SELECTED WORKS THAT I HAVE CHOSEN TO REPRESENT WHAT I AM CAPABLE OF IN THE WORKING ENVIRONMENT, THE SELECTED WORKS ARE OF THE MOST CHALLENGING WORKS THAT I HAVE BEEN INVOLVED IN, THUS MAKING IT NOTEWORTHY. I DO BELIEVE THAT THERE IS A LONG ROAD BEFORE CONSIDERING MYSELF A PROFESSIONAL. THANK YOU VERY MUCH FOR TAKING THE TIME TO VIEW MY MOST PERSONAL EXHIBITION.
270 820 270
1200
270
KITCHEN
8480
9020
3650 270
1910 1680
270
300
4100
100 1000 100 3070 840 270
230
1350
540 270 840
3%
W1 1.8H 0.6W
5.45
270
W1 1.8H 0.6W
5.30
270
5490
270
3330
100
3170
100
STUDY 270
3170
270
3330
11660
Date
EPW
3710
4.95
800
6990
5.07
KITCHEN 5760
7160 LIVING 270
5.20
5500
10%
4630
W1 1.8H 0.6W
5.17
5.20
- ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO ANY WORK COMMENCEMENT. - ALL DIMENSIONS ARE IN MILLIMETRES. - WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE - GROUND LEVELS ARE APPROXIMATE ONLY. - ALL TIMBER FRAME WORKS SHALL BE IN ACCORDANCE WITH TIMBER FRAME CODE.
NEW CROSSING
4.85
4.45
GENERAL NOTES
4.94
4.86
4.84
WATER METRE
4.75
4.64
TEL
10420
LIVING/DINING
6000
AMENDMENTS
SECTION A-A' DA 07
3330
6040
REVISION
340300
DRIVEWAY
5.15
GROUND FLOOR PLAN
LIVING
PORCH
W7 1.2H 1.8W
270
W1 1.8H 0.6W
4.98
POWER POLE
4.39
W5 0.6H 2.5W
SD 5.47
5.37
W1 1.8H 0.6W
POS 61.3 SQM
W6 1.2H 1.5W
PORCH
300340
W6 0.9H 1.5W
FRI
4830
270
270
5640
STUDY
5.32
OUTDOOR DINING
W5 0.6H 2.5W
270
CLOTHES 200 LINE
T ru th o N e
GE ID R .7 2 1
GE ID R 2 .6 1
GE ID R 0 .7 9
4850
RWT 3000L
L'DRY
3530
GE ID R 7 .4 9
CLOTHES LINE
200
L'DRY
100 700 1580 5180
DINING/LIVING
6430
5.47
GARAGE
KITCHEN
LIVING
DINING
5.24
LIVING
4.71
4.61
W1 1.8H 0.6W
5.47
D1 2.2H3.2W
WC
BB 5.37 DA 05 FRI
W4 1.2H 2.4W
W3 0.9H 0.6W
WM
DINING
270
LIVING
4.39
1840
5.37
W2 0.6H 1.2W
HWS
100 1180
100
450 2070
5.17
SD
270
BATH
100 3400
STUDY
3400 270
PORCH
PORCH
UNIT 2 LOT 2 306.2 SQM
VERANDAH
5.37
5.17
W1 1.8H 0.6W
4460
5.07
D1 2.2H4.4W
5.07
LIVING
1 : 100
4470
110 GARAGE
3000
3200 100
1000
W1 1.8H 0.6W
1
VERANDAH
POS 30.1 SQM
VERANDAH
1200
1270
800 2990
DRIVEWAY
1530
STUDY
W1 1.8H 0.6W 1500
4.68
4.58
13610
W4 0.6H 1.2W
HWS
WC
200
31.420
800
BATH
200
L'DRY
DINING/KITCHEN
1570
5.56
13.350
W3 0.9H 0.6W
0 L .4 3 1 T P E A R A .3 5 1 OP T O W T 3 .4 5 OT K S E Y C R O C N E ID .4 0 1 IL T S S B E R 9 4 7 5 1 DP 6 0 1 °'2 8 .4 3 "1 8 0 .3 5 5 9 .4 .3 5 Y A W R IV E .4 D 5 0 .3 5 .6 F 5 0 .2 5 3 .0 9 GE ID OR R IB 0 5 .4 5 5.37 5 0 .2 4 .2 8 1 O E T GL R GA L .m ² 7 :6 E R A 2 8 9 5 3 P D 5 m 3 = mD .2 = 0 IA D 4 5 .1 5 6 .1 5 .1 7 .1 5 E 7 .0 A 5 T M IG 5 T H IG A E WN A 6 5 .0 8 R E T E H P GU .7 5 L F 0 .1 0 S .2 DR HS 2 .0 5 6 .9 4 6 5 .0 8 R E T 5.05 8 .0 5 6 U .0 5 8 .0 7 .0 5 G 9 .5 1 GE ID R 4 6 .9 8 .0 5 5 .8 4 2 .3 7 OP T 4.98 .9 4 7 .9 4 6 :2 o N .8 9 T O G ID R 1 6 5 9 IL S 7 .2 0 5 .8 2 1 E GW ID R L Y R C N ID S F O NE S K C B O E L T F P Y T X E L P U D K IC R 2 4 .3 7 O 0 .8 S O B O R E IL T 2 .8 4 4 6 .8 .7 4 7 .0 8 R E T 3 .8 4 9 8 IL S 7 .2 0 1 GU 3 4 4.7 8 .7 4 .7 . 4 9 7 .8 4 H D N A R E V R E OW P ) (1 .6 4 6 .0 8 R E T GU E OL RP E T WA 4.70 4 8 4 .6 1 (1 .7 5 .7 4 C R )A OT L R T .6 4 3 ME .7 0 :1 H GT N E L m 0 2 = S IU D A R 5 4 0 P D 2 7 1 6 8 4 .5 4 1 .6 8 .5 4 1 .6 "5 4 0 '2 °3 8 .6 4 4 .5 E OL H IL R MD B R E OW P E L T ) D H (A 6 .3 4 E RL OL P .3 4 4 9 .3 9 .3 4 E D R A P IE L K Y
100 1100 100
270
5.37
4.61 SECTION A-A' DA 07
L'DRY
5.17
W1 1.8H 0.6W
M
1500
6060
5.14
POS 50.3 SQM
5.07
i e n g a rth o cN
A °p 9 x. 'ro 0 3
L T E
GARAGE
OUTDOOR DINING
1 7 " 3 '0 1 °3 8 0 .1 8
UNIT 1 LOT 1 331.7 SQM
'" 8 °3 7 4 0 .4 2 1 3
CC DA 05
5.07
500
6000
270
VERANDAH 100
4.97
5.07
1130
GARAGE
38.100
230
4200
5.05
W2 0.6H 1.8W
12820
3500
4.96
2630
4.80
NEW CROSSING
6%
DRIVEWAY
VERANDAH
L'DRY/BATH
230
4.73
4.56
4.60 7%
1100
4.64
TEL CC DA 05
470
1750
270
AWNING
STUDY
OBSCURED HIGHLIGHTED WINDOW
4.40
100 900 100
DGE 11.59
GARAGE 2900
5240
TOP 7.32
270
TOP 7.32
5750
TOP 10.27 SILL 9.56
13280
TOP 10.27 SILL 8.99
4.33
270
RIDGE 11.62
PLEX
VERANDAH
6000
7260
14440
2990
DRAWING TITLE: 109 WOOLCOTT ST. BB PROPOSED GROUND FLOOR PLAN EARLWOOD NSW 2206 DA 05 DEMOLITION OF EXISTING STRUCTURE AND P (02) 9591 5292 M 0402206326 ERECTION OF A DOUBLE STOREY DUPLEX E epwdesigns@gmail.com AT: NO. 26 KYLIE PARADE, PUNCHBOWL 800
CONSTRUCTION CERTIFICATE
SD
: SMOKE DETECTOR TO COMPLY WITH AS.3786 ISSUE DATE: PLOT DATE: SCALE:
JP
6000
2/06/2016
10/04/2018 11:06:26 AM
As indicated (A3) DA 03
6600
3310
W9 0.6H 1.8W
2130
250 1920
7960
W9 0.6H 1.8W
8.37
250
BED 2
BAL
SECTION A-A' DA 07
790
1790
3080
900
2880
BATH
900
SD 8.47
7460
1530
2540 100
5190
B.I.R
D3 2121
270 1600 100
5090 7310
D2 2.1H2.9W
BAL
4610
780 250
3000
8.37
W1 1.8H 0.6W
250 1730 250 1980
1930 100
3000
250
5280
14440 250
4170
6040 6000
2370
2060
100
8.07
100
B.I.R
1940
W10 0.6H 1.5W
W10 0.6H 1.5W
250
W9 0.6H 1.8W
BED 4
1010 1890
BED 4
1090
800
D3 2121
MASTER BED
3500
BAL
B.I.R
2980
BATH
8.17
W.I.R
250
3500
BED 2
B.I.R
250 100 11320
BED 3 910 50
3810
ENS
3000
2060
1260
W1 0.6H 1.8W
5.00째
1280
W2 0.6H 1.8W
B.I.R
840 940
W2 0.6H 1.2W
3000
1450
5180
W11 2.1H 0.6W
250
W.I.R
BED 3
2880
3400
3650
W8 0.6H 1.8W
CLEAR ROOF BELOW
2880
250
2400 1770
CLEAR ROOF BELOW
6000
100
UNIT 2 LOT 2 306.2 SQM
100 600
3000
1200
1001300 250
1200
6300
5.00째
2900
1390
960 100
450
250 1530 250
100
SD
3600
6220
270
250 840 250
8.17
8.07
800 250 100
29701750 100
2.00째
MASTER BED
1600
D2 3.2W2.1H
8.17
5000
3920
W4 0.6H 1.2W
ENS
1880
4920
5520
5870 12410
250
5.00째
W8 2.1H 0.6W
W8 2.1H 0.6W
1530
1990
UNIT 1 LOT 1 331.7 SQM
BAL
SECTION A-A' DA 07
4020 100
230
100
1200
2400
3700
100
6290 1250 250
6000
100
4270 10310
1350
THE BEDROOM WINDOWS TO THE FIRST FLOOR WILL COMPLY WITH CLAUSE 3.9.2.5 OF BCA VOLUME TWO; BCA 2017; WINDOWS MUST HAVE A MINIMUM OF 865MM SILL AND WINDOW CANNOT OPEN FURTHER THAN 125MM
1
FIRST FLOOR PLAN
SD
1 : 100
GENERAL NOTES - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO ANY WORK COMMENCEMENT. - ALL DIMENSIONS ARE IN MILLIMETRES. - WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE - GROUND LEVELS ARE APPROXIMATE ONLY. - ALL TIMBER FRAME WORKS SHALL BE IN ACCORDANCE WITH TIMBER FRAME CODE.
REVISION
AMENDMENTS
Date
EPW
109 WOOLCOTT ST. EARLWOOD NSW 2206 P M E
(02) 9591 5292 0402206326 epwdesigns@gmail.com
: SMOKE DETECTOR TO COMPLY WITH AS.3786
DRAWING TITLE: PROPOSED FIRST FLOOR PLAN DEMOLITION OF EXISTING STRUCTURE AND ERECTION OF A DOUBLE STOREY DUPLEX AT: NO. 26 KYLIE PARADE, PUNCHBOWL
ISSUE DATE: PLOT DATE:
CONSTRUCTION CERTIFICATE
JP+LC
SCALE:
2/06/2016
10/04/2018 11:06:29 AM
As indicated (A3) DA 04
UNIT 2 LOT 2
B'DRY
UNIT 1 LOT 1
11.27
B'DRY
B'DRY
8.5M BUILDING HEIGHT LIMIT
11.57
CL2
2.00°
CL1
10.97
300
5500
8.47 GCL2 8.17
GFL2 FFL
GFL1 FFL
5.47
5.17
5.00
4.82
1
FFL2 FFL
2700
2700
7.87
6450
8.17 GCL 1
5500
FFL1 FFL
300
2500
2500
10.67
5.27
NATURAL GROUND LINE
EAST ELEVATION 1 : 100
CL2
B'DRY
11.57
UNIT 1 LOT 1
B'DRY
B'DRY
8.5M BUILDING HEIGHT LIMIT
UNIT 2 LOT 2
11.27
2.00°
CL1
10.97
2500 300
5500
GFL2 FFL
8.17 GCL 1 7.87
GFL1 FFL
5.47
5.50
NATURAL GROUND LINE
6000
2
FFL1 FFL
2700
8.17
300
8.47 GCL2
2700
FFL2 FFL
5500
2500
10.67
4.67 OBSCURED HIGHLIGHTED WINDOW
WEST ELEVATION
- EXTERIOR WALLS TO BE CEMENT RENDERED - WINDOWS AND GLAZED DOORS TO BE POWERCOATED ALUM. FRAMED. - BALUSTRADE TO BE FRAMELESS GLASS - COLORBOND ROOF - PANEL GARAGE DOORS - ALL BATHROOM AND ENS WINDOWS TO BE OBSCURED GLAZING
1 : 100
GENERAL NOTES - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO ANY WORK COMMENCEMENT. - ALL DIMENSIONS ARE IN MILLIMETRES. - WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE - GROUND LEVELS ARE APPROXIMATE ONLY. - ALL TIMBER FRAME WORKS SHALL BE IN ACCORDANCE WITH TIMBER FRAME CODE.
5.17
5.08
REVISION
AMENDMENTS
Date
EPW
109 WOOLCOTT ST. EARLWOOD NSW 2206 P M E
(02) 9591 5292 0402206326 epwdesigns@gmail.com
NOTES:
- ALL HIGH LIGHT WINDOWS TO BE OBSCURED GLAZING
DRAWING TITLE: PROPOSED EAST & WEST ELEVATIONS DEMOLITION OF EXISTING STRUCTURE AND ERECTION OF A DOUBLE STOREY DUPLEX AT: NO. 26 KYLIE PARADE, PUNCHBOWL
ISSUE DATE: PLOT DATE:
CONSTRUCTION CERTIFICATE
JP+LC
SCALE:
2/06/2016
10/04/2018 11:06:45 AM
As indicated (A3) DA 06
10.67
GARAGE
5.37
7.87
5.13
3%
4.95
5%
1200
250
5.32
6450
8.17 GCL 1
6690
FFL1 FFL
STREET BOUNDARY
PROPERTY BOUNDARY
11.27
CL1
MOORAL AVE
UNIT 2
B'DRY
B'DRY
8.5M BUILDING HEIGHT LIMIT
3500
3
GFL1 FFL
UNIT 2 DRIVEWAY PROFILE 1 : 100
5.17 4.82
4.57
UNIT 1
SOUTH ELEVATION 1 : 100
11.57 11.17
2.00°
CL2
VERHICLE CROSSING
NEW DRIVEWAY
GARAGE
5.08
4.40
6%
7%
4.64
5.07
300
FFL2 FFL 8.47
GCL2
1200
5500
2500
320
10.97
PROPERTY BOUNDARY
STREET BOUNDARY
KYLIE PARADE
8.5M BUILDING HEIGHT LIMIT
B'DRY
1
4
UNIT 1 DRIVEWAY PROFILE 1 : 100
2700
8.17
GFL2 FFL
2
5.47
5.56
5.49
1 : 100
GENERAL NOTES - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO ANY WORK COMMENCEMENT. - ALL DIMENSIONS ARE IN MILLIMETRES. - WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE - GROUND LEVELS ARE APPROXIMATE ONLY. - ALL TIMBER FRAME WORKS SHALL BE IN ACCORDANCE WITH TIMBER FRAME CODE.
NOTES: - EXTERIOR WALLS TO BE CEMENT RENDERED - WINDOWS AND GLAZED DOORS TO BE POWERCOATED ALUM. FRAMED. - BALUSTRADE TO BE FRAMELESS GLASS - COLORBOND ROOF - PANEL GARAGE DOORS - ALL BATHROOM AND ENS WINDOWS TO BE OBSCURED GLAZING - ALL HIGH LIGHT WINDOWS TO BE OBSCURED GLAZING
NORTH ELEVATION
REVISION
AMENDMENTS
Date
EPW
109 WOOLCOTT ST. EARLWOOD NSW 2206 P M E
(02) 9591 5292 0402206326 epwdesigns@gmail.com
DRAWING TITLE: PROPOSED NORTH & SOUTH ELEVATIONS DEMOLITION OF EXISTING STRUCTURE AND ERECTION OF A DOUBLE STOREY DUPLEX AT: NO. 26 KYLIE PARADE, PUNCHBOWL
ISSUE DATE: PLOT DATE:
CONSTRUCTION CERTIFICATE
JP+LC
SCALE:
2/06/2016
10/04/2018 11:06:39 AM
As indicated (A3) DA 05
74.44
EXIISTING HOUSE
LEGEND TILE ROOF TO MATCH EXISTING
ROOFTILES CONCRETE TILE
70.88
LANDSCAPE CEMENT RENDER
69.76
3780
2660
GARAGE ROOF LVL
EXISTING WALL TIMBER COLUMN TO MATCH EXISTING
EXISTING STRUCTURE TIMBER
67.02 67.12
66.76
GARAGE LEVEL 67.10
66.38
1
NORTH - EAST ELEVATION 1 : 100
TIMBER CLADDING
69.97
EXISTING COURT YARD
GARAGE ROOF LVL 69.76
2
REV
69.97
3720
PROPOSED CARPORT
GARAGE LEVEL 66.27
67.12
3
1 : 100
GENERAL NOTES
16°
67.56
NORTH - WEST ELEVATION
- ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO ANY WORK COMMENCEMENT. - ALL DIMENSIONS ARE IN MILLIMETRES INLESS OTHERWISE STATED - WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE - LEVELS SHOWN ARE APPOX. ONLY AND SHOULD BE VERIFIED ON SITE
70.89 69.97
69.76
GARAGE LEVEL 67.10
EXISTING HOUSE
GARAGE ROOF LVL
PROPOSED CARPORT
2660
EXISTING FENCE TO BE RETAINED
STREET B'DRY
EXISTING HOUSE 70.88
PROPERTY B'DRY
74.44
AMENDMENTS
Date
3° 67.10
66.37
5°
67.10
67.10
SECTION AA 1 : 100
EPW DESIGNS 109 WOOLCOTT ST.
P M E
EARLWOOD NSW 2206
(02) 9591 5292 0402206326 epwdesigns@gmail.com
LOT: 27 DRAWING TITLE: LOT: 2 DP: 836967DP: 11455 DRAWN BY: PROPOSED ELEVATIONS & SECTIONS
ISSUE DATE:
PROPOSED NEW CAPORT AND VERHICLE CROSSING AT: NO. 16, REED STREET, CREMORNE NSW 2090
DEVELOPMENT APPLICATION
SCALE:
JL + JP
9/05/2018 3:05:30 PM
As indicated (A3)
DRAWING NO:
DA 3.0
TILE ROOF
67 .71
WS:68.00 WT:69.67
7860
W
5500
96°01'50"
AA DA 3.0
PROPOSED CARPORT 29 SQM
67.10
4930
EXISTING STAIRS
4660
DINING
.23 66
6°
67.10 66.45 4°
BEDROOM 1
BEDROOM 2
1 E. EASEMENT
DP 836967
.56 66 .48 66
EXISTING HOUSE 168 SQM
.51 66 .45 66
LIVING/FAMILY
BEDROOM3
LEGEND
MASTER BED
.52 66
.43 66 .32 66 .75 66
LANDSCAPE
E. TIMBER DECK
EXISTING WALL
.92 66
T GU0.90 7
.75 66
27.62
EXISTING STRUCTURE
.49 66
.49 66
.26 66
(A) (A)
WM PP
.04 66 .87 65 .03 66
1 : 100
- ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO ANY WORK COMMENCEMENT. - ALL DIMENSIONS ARE IN MILLIMETRES INLESS OTHERWISE STATED - WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE - LEVELS SHOWN ARE APPOX. ONLY AND SHOULD BE VERIFIED ON SITE
.10 66
.97 65
SN
.67 65 65 .78
S:4 D:0.3 H:10
GROUND FLOOR PLAN
GENERAL NOTES
REV
AMENDMENTS
Date
EPW DESIGNS 109 WOOLCOTT ST.
EARLWOOD NSW 2206
P M E
(02) 9591 5292 0402206326 epwdesigns@gmail.com
6
AA DA 3.0
FENCE
276°10'20"
TIMBER
1
.18 66
.44 66
TERRACE
CONCRETE
CEMENT RENDER
.51 66
EXISTING LANDSCAPE TO BE RETAINED .36 66 AREA:142SQM
ROOFTILES
TILE
VEHICLE CROSSING
66.39
1900
EXISTING FENCE TO BE RETAINED 186°09'50"
4390
.24 66 .24 66
DN FOYER
ENTRY 67.72
.49 66
.42 66
DRIVEWAY
BATH KITCHEN
.58 66
3150
E. TIMBER DECKING L'DRY/BATH
T GU .04 3 71060
FENCE
.97 66
.26 67
(B)
W
6800
24.575 67.00
PORCH
REED
790
275°06'40"
3.955
6290
W
WS:68.00 WT:69.67
OF
S:2 D:0.3 H:10
WS:71.08 WT:72.74
W
900
S:4 D:0.3 H:10
WS:71.08 WT:72.74
STREET
SP 18922
WALL
SP 4393
DRAWING TITLE: LOT: 2 DP: 836967 PROPOSED GROUND FLOOR PLAN AND EXISTING LANDSCAPE
2 56
PROPOSED NEW CAPORT AND VERHICLE CROSSING AT: NO. 16, REED STREET, CREMORNE NSW 2090
DEVELOPMENT APPLICATION
.41 65 56 DRAWN BY:
ISSUE DATE: SCALE:
JL
9/05/2018 3:05:07 PM
As indicated (A3)
DRAWING NO:
DA 2.0