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Apdx 1 - Proposal Plan
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PROPOSED NEW RESIDENCE AT NO. 23 CORAL TREE AVENUE, NOOSA HEADS * Indicative Image Only Revision Schedule Project Address : Sheet Name: Project Status: Project Number: Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Title Page PCD 16 21-054 1 PCD 13 17/05/22 NZP 2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: Email: [email protected] Website: www.iconbuildingdesign.com.au 4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 00 C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
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Page 2
Hazards Identification & Risk Control GENERAL NOTES GENERAL INFORMATION GENERAL INFORMATION
1. FALLS, SLIPS, TRIPS 5.. MANUAL TASKS The builder is responsible to check all Construction of this building to be in accordance with the
a) WORKING AT HEIGHTS Components within this design with a mass in excess of 25kg should be lifted by two or more workers or by
existing services prior to beginning any following Australian governing bodies. Minimum Design Standards
DURING CONSTRUCTION mechanical lifting device. Where this is not practical, suppliers or fabricators should be required to limit the
Wherever possible, components for this building should be prefabricated off-site or at ground component mass. construction. Construction of this building to be in
level to minimise the risk of workers falling more than two metres. However, construction of All material packaging, building and maintenance components should clearly show the total mass of packages
♦ National Construction Code (NCC) accordance with the following Australian
this building will require workers to be working at heights where a fall in excess of two metres is and where practical all items should be stored on site in a way which minimises bending before lifting. Advice
possible and injury is likely to result from such a fall. The builder should provide a suitable should be provided on safe lifting methods in all areas where lifting may occur. # Denotes cavity slider to manufactuers ♦ Queensland Development Code governing bodies.
barrier wherever a person is required to work in a situation where falling more than two metres Construction, maintenance and demolition of this building will require the use of portable tools and equipment. specification, frames containing cavity sliders ♦ Standard Building Regulation 2006 ♦ National Construction Code (NCC)
is a possibility.
DURING OPERATION OR MAINTENANCE
These should be fully maintained in accordance with manufacturer’s specifications and not used where faulty or
(in the case of electrical equipment) not carrying a current electrical safety tag. All safety guards or devices to be 90mm minimum U.N.O ♦ Local government planning policies ♦ Queensland Development Code
Cleaning and maintenance of windows, walls, roof or other components of this building will should be regularly checked and Personal Protective Equipment should be used in accordance with ♦ Estate Design Guidelines ♦ Standard Building Regulation 2006
require persons to be situated where a fall from a height in excess of two metres is possible. manufacturer’s specification.
Builder to verify all dimensions prior to ♦ Local government planning policies
Where this type of activity is required, scaffolding, ladders or trestles should be used in
accordance with relevant codes of practice, regulations or legislation. 6. HAZARDOUS SUBSTANCES beginning construction work. Roof Construction ♦ Estate Design Guidelines
Cleaning and maintenance of windows, walls, roof or other components of this building will ASBESTOS
require persons to be situated where a fall from a height in excess of two metres is possible. (for alterations to a building constructed prior to 1990) Colorbond sheet metal to be fixed in accordance with
Where this type of activity is required, scaffolding, fall barriers or Personal Protective This building was constructed prior to 1990 and therefore may contain asbestos either in cladding material or in Electric HWS to minimum energy efficiency manufactures specification. Site Plan Notes
Equipment should be used in accordance with relevant codes of practice, regulations or fire retardant insulation material. The builder should check and, if necessary, take appropriate action before
legislation. demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.
regulations. All ridge capping, steps, hips valleys and vent flashings to Surface water drainage must be prevented
Anchorage points for portable scaffold or fall arrest devices have been included in the design (for alterations to a building constructed prior to 1986) provide waterproofing system. from entering the building with FGL sloping
for use by maintenance workers. Any persons engaged to work on the building after completion
of construction work should be informed about the anchorage points.
This building was constructed prior to 1986 and therefore is likely to contain asbestos either in cladding material
or in fire retardant insulation material. The builder should check and, if necessary, take appropriate action before
Toilets: minimum 4-star dual flush, as rated away from the building & finished slab levels.
demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure. under the Water Efficiency and Labeling Provide reflective foil backed sarking to underside of roof The builder is responsible to check all existing
b) SLIPPERY OR UNEVEN SURFACES POWDERED MATERIALS Standards scheme (WELS). sheeting. Colorbond guttering and PVC Downpipes to be services prior to beginning construction.
FLOOR FINISHES Many materials used in the construction of this building can cause harm if inhaled in powdered form. Persons
Specified finishes have been selected to minimise the risk of floors and paved areas becoming working on or in the building during construction, operational maintenance or demolition should ensure good connected to Stormwater systems in accordance with the
slippery when wet or when walked on with wet shoes/feet. Any changes to the specified finish ventilation and wear Personal Protective Equipment including protection against inhalation while using powdered Tapware: minimum 3-star WELS rated for local authority. Stabilised cut and fill batters to be a
should be made in consultation with the designer or, if this is not practical, surfaces with an material or when sanding, drilling, cutting or otherwise disturbing or creating powdered material.
equivalent or better slip resistance should be chosen. kitchen sinks, basins and laundry troughs. minimum of 1000mm away from footings
The owner is responsible for the selection of surface finishes in the pedestrian trafficable areas Roof water requirements and calculations are provided as a and are to have 1 in 1 max. gradient.
of this building. Surfaces should be selected in accordance with AS HB 197:1999 and AS/NZ TREATED TIMBER
4586:2004. The design of this building includes provision for the inclusion of treated timber within the structure. Dust or
Showerheads: minimum 3-star WELS rated guide. Ensure a qualified plumber/ hydraulics consultant Grade finished surface level
fumes from this material can be harmful. Persons working on or in the building during construction, operational showerheads. reviews the downpipe layouts prior to construction. from slab and footings.
c) STEPS, LOOSE OBJECTS AND UNEVEN SURFACES maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment including
Due to design restrictions for this building, steps and/or ramps are included in the building protection against inhalation of harmful material when sanding, drilling, cutting or using treated timber in any way
which may be a hazard to workers carrying objects or otherwise occupied. Steps should be that may cause harmful material to be released. Do not burn treated timber. SD Smoke alarms complying with AS 3786 Icon Building Design has provided downpipe locations as a Position of proposed building to
clearly marked with both visual and tactile warning during construction, maintenance, VOLATILE ORGANIC COMPOUNDS to be installed and connected to consumer guide only. Layout to be checked for compliance by qualified be verified by builder on site.
demolition and at all times when the building operates as a workplace. Many types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants have
Building owners and occupiers should monitor the pedestrian access ways and in particular dangerous emissions. Areas where these are used should be kept well ventilated while the material is being used mains power in accordance with NCC part persons prior to ordering and construction. Location of existing services to be
access to areas where maintenance is routinely carried out to ensure that surfaces have not and for a period after installation. Personal Protective Equipment may also be required. The manufacturer’s 3.7.2 All slotted gutters and downpipes to be installed to NCC and verified by builder prior to construction.
moved or cracked so that they become uneven and present a trip hazard. Spills, loose material, recommendations for use must be carefully considered at all times.
stray objects or any other matter that may cause a slip or trip hazard should be cleaned or SYNTHETIC MINERAL FIBRE or AS3500 (relevant parts). Materials used are to be
removed from access ways. Fibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic All electrical appliances and plumbing symbols compatible with all components upstream and down stream. Wall Construction
Contractors should be required to maintain a tidy work site during construction, maintenance or mineral fibre which may be harmful if inhaled or if it comes in contact with the skin, eyes or other sensitive parts
demolition to reduce the risk of trips and falls in the workplace. Materials for construction or or the body. Personal Protective Equipment including protection against inhalation of harmful material should be
are diagrammatical. Refer to builders Wall framing to be constructed in
maintenance should be stored in designated areas away from access ways and work areas. used when installing, removing or working near bulk insulation material. specification for details all fixtures. Surface water drainage must be prevented from entering the accordance with engineering specification
2. FALLING OBJECTS
TIMBER FLOORS
This building contains timber floors which have an applied finish. Areas where finishes are applied should be kept
building with FGL sloping away from the building & finished and must not differ from certification
LOOSE MATERIALS OR SMALL OBJECTS well ventilated during sanding and application and for a period after installation. Personal Protective Equipment Seal wet areas in accordance with N.C.C. Vol. 2. slab levels. The builder is responsible to check all existing covered by the Form 15. Cladding
Construction, maintenance or demolition work on or around this building is likely to involve may also be required. The manufacturer’s recommendations for use must be carefully considered at all times. Part 3.8.1. Slope floor surface towards fw services prior to beginning construction. systems to be fixed in accordance with
persons working above ground level or above floor levels. Where this occurs one or more of the
following measures should be taken to avoid objects falling from the area where the work is (floor wastes) manufactures specification.
being carried out onto persons below. 7. CONFINED SPACES Provide lighting in accordance with N.C.C. Vol. 2. Position of proposed building to be verified by builder on
1. Prevent or restrict access to areas below where the work is being carried out. EXCAVATION
2. Provide toeboards to scaffolding or work platforms. Construction of this building and some maintenance on the building will require excavation and installation of Part 3.8.4.2 & 3 site. Location of existing services to be Wet Areas
3. Provide protective structure below the work area. items within excavations. Where practical, installation should be carried out using methods which do not require Provide ventilation in accordance with N.C.C. verified by builder prior to construction. Floors in "Wet Areas" to be impervious in
4. Ensure that all persons below the work area have Personal Protective Equipment. workers to enter the excavation. Where this is not practical, adequate support for the excavated area should be
BUILDING COMPONENTS provided to prevent collapse. Warning signs and barriers to prevent accidental or unauthorised access to all
Vol. 2. Part 3.8.5 accordance with Australian Standards.
During construction, renovation or demolition of this building, parts of the structure including excavations should be provided. Mechanical ventilation in accordance with N.C.C Termite method to be in accordance with the NCC Part 3.1.3 Finish and fall gradients to floor wastes.
fabricated steelwork, heavy panels and many other components will remain standing prior to or Vol. 2. and AS1668.2 and other relevant manufacturer specification. All new work
after supporting parts are in place. Contractors should ensure that temporary bracing or other
required support is in place at all times when collapse which may injure persons in the area is a ENCLOSED SPACES shall be protected from termite attack in accordance with AS Glazing Construction
possibility.
Climate Code Requirements 3600.1 "Protection of the Building from Subterranean Powdercoated Aluminum Frame
Mechanical lifting of materials and components during construction, maintenance or demolition Enclosed spaces within this building may present a risk to persons entering for construction, maintenance or any
presents a risk of falling objects. Contractors should ensure that appropriate lifting devices are other purpose. The design documentation calls for warning signs and barriers to unauthorised access. These Energy efficiency assessor to confirm Termites AS2870 Part 1 New Building Slabs. Windows in accordance with AS 4055
used, that loads are properly secured and that access to areas below the load is prevented or should be maintained throughout the life of the building. Where workers are required to enter enclosed spaces,
restricted. air testing equipment and Personal Protective Equipment should be provided. adequacy of proposed construction. "wind loads for residential" & AS 1288
SMALL SPACES Provide insulation to N.C.C. code requirements "Glass in Buildings selection and
3. TRAFFIC MANAGEMENT Some small spaces within this building will require access by construction or maintenance workers. The design
or to BERS certification requirements. installation"
documentation calls for warning signs and barriers to unauthorised access. These should be maintained
(for building on a major road, narrow road or steeply sloping road) throughout the life of the building. Where workers are required to enter small spaces they should be scheduled
Dimensions Note: Soffit Construction
Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic hazard. so that access is for short periods. Manual lifting and other manual activity should be restricted in small spaces.
During construction, maintenance or demolition of this building designated parking for workers All wall dimensions are taken from 4.5mm F.C Sheeting and Painted
and loading areas should be provided. Trained traffic management personnel should be 8. PUBLIC ACCESS
the outside faces of the stud wall. (Raked)
responsible for the supervision of these areas. Public access to construction and demolition sites and to areas under maintenance causes risk to workers and
(for building where on-site loading/unloading is restricted) public. Warning signs and secure barriers to unauthorised access should be provided. Where electrical (i.e. selected cladding over omitted for
Construction of this building will require loading and unloading of materials on the roadway. installations, excavations, plant or loose materials are present they should be secured when not fully supervised.
clarity excluding brick veneer walls). Waterproofing & Water Resistant
Deliveries should be well planned to avoid congestion of loading areas and trained traffic
management personnel should be used to supervise loading/unloading areas. 9. OPERATIONAL USE OF BUILDING
Materials
(for all buildings) All wet area waterproofing is to
Busy construction and demolition sites present a risk of collision where deliveries and other This building has been designed as a residential building. If it, at a later date, is used or intended to be used as a
workplace, the provisions of the Work Health and Safety Act 2011 or subsequent replacement Act should be
comply with AS3740, waterproofing
traffic are moving within the site. A traffic management plan supervised by trained traffic
management personnel should be adopted for the work site. applied to the new use. wet areas in residential buildings.
NCC Vol2 P3.8.1.0
4. SERVICES This building has been designed to requirements of the classification identified on the drawings. The specific use
Rupture of services during excavation or other activity creates a variety of risks including of the building is not known at the time of the design and a further assessment of the workplace health and All waterproofing material systems
release of hazardous material. Existing services are located on or around this site. Where safety issues should be undertaken at the time of fit-out for the end-user. components to be installed to
known, these are identified on the plans but the exact location and extent of services may vary
from that indicated. Services should be located using an appropriate service (such as Dial This building has been designed for the specific use as identified on the drawings. Where a change of use manufacturers specification.
Before You Dig), appropriate excavation practice should be used and, where necessary, occurs at a later date a further assessment of the workplace health and safety issues should be undertaken. Instructions and material capability to
specialist contractors should be used.
(in locations with underground power) 10. OTHER HIGH RISK ACTIVITY
be checked prior to construction.
Underground power lines are located in or around this site. All underground power lines must All electrical work should be carried out in accordance with Code of Practice: Managing Electrical Risks at the
be disconnected or carefully located and adequate warning signs used prior to any Workplace, AS/NZ 3012 and all licensing requirements.
construction, maintenance or demolition commencing. All work using Plant should be carried out in accordance with Code of Practice: Managing Risks of Plant at the Termite Risk Management
(in locations with overhead power lines )
Overhead power lines are near or on this site. These pose a risk of electrocution if struck or
Workplace. Method to be in accordance with the
All work should be carried out in accordance with Code of Practice: Managing Noise and Preventing Hearing
approached by lifting devices or other plant and persons working above ground level. Where Loss at Work. NCC Part 3.1.3 and other relevant
there is a danger of this occurring, power lines should be, where practical, disconnected or Due to the history of serious incidents it is recommended that particular care be exercised when undertaking manufacturer specification. All new
relocated. Where this is not practical adequate warning in the form of bright coloured tape or work involving steel construction and concrete placement. All the above applies.
signage should be used or a protective barrier provided. work shall be protected from termite
attack in accordance with AS 3600.1
"Protection of the Building from
Subterranean Termites AS2870 Part
1 New Building Slabs.
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads General Notes PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 01
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 3
NORTH
Real Property Description
Lot 17 on R.P90014
Area : 606 m²
Local Authority :
Noosa Council.
Sewer From Records
Approx. Location Of
Existing Driveway
Location and size to be verified on site.
To Be Demolished.
90° 33' 30" 40.234 m
CORAL TREE
AVENUE
0° 33' 30" 15.088 m
180° 33' 30" 15.088 m
270° 33' 30" 40.234 m
Existing Residence Existing Pool
Location and size to be verified on site. Location and size to be verified on site.
To Be Demolished. To Be Demolished.
SITE PLAN - EXISTING
Scale : 1 : 200
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Site Plan - Existing PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 02A
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 4
NORTH
Real Property Description
Lot 17 on R.P90014
Area : 606 m²
Local Authority :
Noosa Council. Proposed Landscaping Proposed Fencing
Location and size to be verified on site. Location and size to be verified on site.
(By Others) 2000 High Colorbond Fence over Renderd
Sewer From Records
Approx. Location Of
200 series blockwork retaining walls
Proposed Pool Proposed Pool
Location and size to be verified on site. Location and size to be verified on site.
(By Others) (By Others)
90° 33' 30" 40.234 m
2000 - F.F Roof
3290 - G.F Roof
Verify
Verify
CORAL TREE
AVENUE
5°
5°
3584 - G.F Parapet
1°
1°
Verify
0° 33' 30" 15.088 m
Proposed Driveway
5500 - G.F Roof Location and size to be verified on site.
180° 33' 30" 15.088 m
Driveway construction to be in accordance with
Verify SEQ R0-050, estate and local council regulations.
(Honed Concrete / Crazy Pave)
5568 - F.F Roof
2°
2°
5218 - First Floor Planter
Verify
3688 - G.F Parapet
7484 - F.F Roof
Verify
Verify
Verify Visitor Park
Proposed Bin Store
Location and size to be verified on site.
5980 5980
270° 33' 30" 40.234 m
Built To Boundary Built To Boundary
Proposed Unit 1 Proposed Unit 2
Location and size to be verified on site. Location and size to be verified on site.
Builder to ensure surface water is to fall Builder to ensure surface water is to fall
away from the proposed building and away from the proposed building and
prevent pooling in excavated locations. prevent pooling in excavated locations.
Proposed Bin Store
Location and size to be verified on site.
SITE PLAN - PROPOSED
Scale : 1 : 200
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Site Plan - Proposed PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 02B
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 5
NORTH
Real Property Description
Lot 17 on R.P90014
Area : 606 m²
Local Authority :
Noosa Council.
6000 - First Floor Eave Rear Setback
Sewer From Records
Proposed Front Boundary
Approx. Location Of
Requires Relaxation
Setback Relaxation 6000 - Ground Floor Rear Setback
Area : 2.5m²
Requires Relaxation
31231 - Approx. Extent Of Boundary Retaining
Requires Relaxation Proposed Side Boundary
90° 33' 30" 40.234 m Retaining Relaxation
2000 - F.F Roof
Area : 5.9m²
3290 - G.F Roof
Verify
Verify
CORAL TREE
Proposed First Floor Rear
Boundary Eave Setback Relaxation
AVENUE
Area : 3.3m²
3584 - G.F Parapet
6000 - Ground Floor Front Setback Verify
0° 33' 30" 15.088 m
Requires Relaxation
Proposed Ground Floor Rear
180° 33' 30" 15.088 m
5500 - G.F Roof
Boundary Setback Relaxation
Verify Area : 12.3m²
5568 - F.F Roof
5218 - First Floor Planter
Verify
3688 - G.F Parapet
7484 - F.F Roof
1500 - Pergola Side Setback
1500 - Pergola Side Setback
Verify
Requires Relaxation
Requires Relaxation
Verify
Verify
5980 5980
270° 33' 30" 40.234 m
Built To Boundary Built To Boundary Proposed Sewer Setback
Relaxation
Area : 1.4m²
Proposed Pergola Side
Boundary Setback Relaxation
Area : 2.8m²
SITE PLAN - RELAXATION
Scale : 1 : 200
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Site Plan - Relaxation PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 02C
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 6
NORTH
380 (W) x 500 (L) Rendered Blockwork 380 (W) x 500 (L) Rendered Blockwork
Pier toi engineers detial. Pier toi engineers detial.
2000 High Colorbond Fence Over Rendered 2000 High Colorbond Fence Over Rendered 2000 High Colorbond Fence Over Rendered Rendered Blockwork Fence / Retaining
350 High Blockwork Retaining Wall 500 High Blockwork Retaining Wall 1000 High Blockwork Retaining Wall Wall to enigneers detail.
Ø100 uPVC SN8 Ø100 uPVC SN8
Storage Under
Utilities Utilities Storage Under
1000 High Rendered Blockwork Retaining Wall
Pad Level : 20.255 m Pad Level : 20.255 m
Stairs Stairs
Rendered 200 Series Blockwork
HWS HWS
Pool A/C 820 Glass 820 Glass A/C
Pool
fence to engineers detail.
Clothes Line Clothes Line
By Others By Others
57
2412 fg
2412 fg
40 g
ilin
Ce ide
WM U
WM U
DR O
C
DR O
il 720. 720. o
ing
Ldy Ldy 4V0
TV
Concealed Concealed
TV 57
820 cs
820 cs
770
770
Unit 1 Unit 2
PFG
PFG
720 720
Living
Pdr Garage Garage Pdr Living
Entertaining
A
Outdoor
MV 2700 Ceiling 2700 Ceiling MV
Outdoor
2442 bf
2442 bf
07 Nom. 89 CHS Posts 2400 Joinery 2400 Joinery
Nom. 89 CHS Posts
to engineers detail.
to engineers detail. Entertaining Line Of Floor Over F.F.L. : 20.480 m F.F.L. : 20.480 m
Shelves Shelves
F.F.L. : 20.430 m Line Of Floor Over
Dining F. Dining
Landscaping
F.
PF
PF
BBQ BBQ
ABS
1512 shutter 820 Glass 2448 pl 2448 pl 820 Glass 1512 shutter
DW DW
E. E. Yard
Bins Yard Kitchen F.F.L. : 20.430 m
F.F.L. : 20.430 m Kitchen Pad Level : 20.255 m
Fall S.L 2700 Ceiling S.L MB Line Of Planter Over Line Of Planter Over S.L 2700 Ceiling S.L
MB
100 x 5 Landscaping
0 Alu
OHC Landscaping Driveway OHC Bins
@ 150 minum Batte Crazy Pave
Crs. to n Scre
specific manufacture en
07530 fg 07530 fg Bin Store
Gate
ABS
ation. (A rs 1650 Joinery e 1650 Joinery F.F.L. : 21.230 m
BS ) anc Pe
rgo
ear
1833 Stacking Gate
c l l aO
min ver Visitor Park
1200
1500 Driveway 0m
m -2
400
40 Rendered 190 (W) x 590 (L) Blockwork SN8
Honed concrete
-2 mm u PV C
ver Pier to engineers detail. (BP1) min Ø150
la O c le Feature
rgo ara
1200
Pe Ø225 uPVC SN8 Ø225 uPVC SN8 nc e Tree Ø150 uPVC SN8
BP1 BP1 BP1 Landscaping
Landscaping
BP1 BP1 BP1 2000 High Colorbond Fence
Approx. Location of
Sewer Manhole. Approx. Location of Sewer Line.
Asset ID : 2669223 Asset ID : 2534585 Sewer Setbacks /
Surface Level : 19.54m US Invert Level : 19.82m Clearance Zone in
Invert Level : 17.83m DS Invert Level : 18.04m accordance with
Diameter : 1.07m Material : Asbestos Cement QDC MP 1.4.
Nominal Diameter : 150mm
AREAS AREAS
UNIT 1 UNIT 2
Ground Floor Residence : 101.7 m² Ground Floor Residence : 101.7 m²
Ground Floor Entry : 3.0 m² Ground Floor Entry : 3.0 m²
Ground Floor Outdoor Ent. : 15.3 m² Ground Floor Outdoor Ent. : 15.3 m²
Ground Floor Total : 120.0 m² Ground Floor Total : 120.0 m²
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Ground Floor PCD 16 21-054
1 PCD 13 17/05/22 NZP
Email: [email protected] 2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: GROUND FLOOR PLAN
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 03A Scale : 1 : 100
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 7
1000 38421 813
1000 910 190 200 5500 200 190 25960 200 4680 200 190 814
1910 190 2900 545150 2306 190 1600 90 2460 850 90 1910 90 5700 190 5700 90 1910 90 3310 90 1600 190 200 2106 150 2425 200 190 814
190
190
190
190
190
190
190
190
190
200190
190
200
Utilities Utilities
1810
1810
1810
1810
1810
1810
1810
Pool Pool
3400
3400
90 1000 190
190
190
190
190
35090 1000 190
5200
1350
1350
Ldy Ldy
350
200
200
90 990
90 990
Unit 1 Unit 2
Living
Pdr Garage Garage Pdr Living
6000
6000
1700
1700
190
Outdoor Outdoor
3600
3600
4880
4880
Entertaining Entertaining
90
30090
300
9400
13450
Dining F. Dining
F.
1480
1480
600
190 600
190
190
190
190
190
6210
900
900
1490
1720
1720
DW DW
E. E.
2040
Yard
Yard Kitchen Kitchen
1200
1200
3410
190
1690
1690
600
600
Driveway
190
190
1990
6708
1200
390
390
4520
Visitor Park
190
Driveway
2600
2600
2600
2600
2600
2600
3490
2298
508
1448
500
698
698
698
698
698
190
190
190
1050 3950 3000 190 5600 90 1310 90 5700 190 5700 90 1310 90 5600 190 3000 2080 190 814
5000 500 2010 190 190 600 900 2600 900 600 190 1720 5280 190 5280 1720 190 600 900 2600 900 600 190 2500 500 2080 190 814
300
7510 190 300 5980 14190 5980 1940 190 2950 190 814
8000 590 2105 590 2105 590 14190 590 2105 590 2105 590 6084
GROUND FLOOR SET-OUT PLAN
Scale : 1 : 100
Dimensions Note:
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: All wall dimensions are taken from
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Ground Floor - Dimensions PCD 16 21-054 the outside faces of the stud wall.
1 PCD 13 17/05/22 NZP (i.e. selected cladding over omitted for
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: clarity excluding brick veneer walls).
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 03B
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 8
Notes :
: Turfed Area - 105.2m²
: Soft Landscaping - 71.7m²
: Pool Area - 44.4m²
Total Landscaped Area Provided : 221.3m² = 36.5%
5080
Total Landscaped Area Required : 606m² / 40% = 242.4m² - Total Soft Landscaping Area Required : 242.4m² / 60% = 145.4m²
5900
8920
Proposed Duplex
m
sq
13260
5 .0
:6
3530
.S
P.O
P.O
.S :
6 0 .7
ing Planter Over - 13.3 sqm
Extent Of First Floor Soft Landscap
sq m
6510
2950
1500
Approx. Location of
Sewer Manhole. Approx. Location of Sewer Line.
Asset ID : 2669223 Asset ID : 2534585 Sewer Setbacks /
Surface Level : 19.54m US Invert Level : 19.82m Clearance Zone in
Invert Level : 17.83m DS Invert Level : 18.04m accordance with
Diameter : 1.07m Material : Asbestos Cement QDC MP 1.4.
Nominal Diameter : 150mm
GROUND FLOOR LANDSCAPING & P.O.S PLAN
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Ground Floor - Landscaping & P.O.S PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 03C
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 9
600 510
O/H O/H
O/H
O/H
600
600
Ground Floor Site Cover
Site Cover : 234.3m² / Site Area : 606 m² = 38.6%
Maximum Site Cover = 242.4 m² (40%)
DW
O/H
600
GROUND FLOOR SITE COVER PLAN
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Ground Floor - Site Cover PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 03D
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 10
Ground Floor Gross Floor Area
Ground Floor Gross Floor Area : 121.3 m² = 20.0%
Maximum Gross Floor Area = 242.4 m² (40%)
DW
GROUND FLOOR GROSS FLOOR AREA
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Ground Floor - G.F.A PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 03E
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 11
NORTH
380 (W) x 500 (L) Rendered Blockwork 380 (W) x 500 (L) Rendered Blockwork
Pier toi engineers detial. Pier toi engineers detial.
2106 lvr 2106 lvr 1515 fg 1506 lvr 2106 lvr obs 2106 lvr obs 1506 lvr 1515 fg 2106 lvr 2106 lvr
770 cs
770 cs
1506 lvr 1506 lvr
820
820
2112 fg
2112 fg
Vo Bed 2 Bed 2 id
id Vo
Queen Bed
Ens
Ens
Study Desk
Study Desk
Queen Bed
2115 fg 2106 lvr
2106 lvr
1518 bf
1518 bf
Robe
Robe
2/sl
2/sl
2115 fg
A 820 820
1°
1°
07 Bed 1 Bed 1
2700 Ceiling 2700 Ceiling
ABS
2400 Joinery Ens Ens 2400 Joinery
F.F.L. : 23.520 m F.F.L. : 23.520 m
Makeup Makeup
770
770
King Bed
King Bed
Glass Glass
Se
rvi s
ce
s Wir Wir Se
rvi
ce
1524 bf 1524 bf
0624 fg 0624 fg
Landscaping Landscaping
1506 lvr 1506 lvr 1506 lvr 1506 lvr
ABS ABS
2°
2°
100 x 50 Aluminium Batten Screen @ 150 Crs.
Max. to manufacturers specification. (ABS)
Select Feature Stone Cladding fixed to
manufacturers specification.
la Pe
rgo rgo
Pe la
AREAS AREAS
UNIT 1 UNIT 2
First Floor Residence: 57.0 m² First Floor Residence: 57.0 m²
(Excluding Voids) (Excluding Voids)
First Floor Total : 57.0 m² First Floor Total : 57.0m²
Overall Total : 177.0 m² Overall Total : 177.0 m²
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads First Floor PCD 16 21-054
1 PCD 13 17/05/22 NZP
Email: [email protected] 2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: FIRST FLOOR PLAN
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 04A Scale : 1 : 100
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 12
27150
600 90 1600 4000 1380 90 4040 90 1500 370 1500 90 4040 90 1380 4000 1600 690
90 4850 90 2040 90 90 3440 90 750 370 750 90 3440 90 90 2040 90 4850 90 600
510 750 750 510
190
90 5540
5600 90 4140
3990 90 2930 370 2930 90 3990
4140 90 5600
5540 90
0
190
90
90 1000 90
90 1000 90
90
90
90
90 1000 90
90 1000 90
90
Bed 2 Bed 2
2100
2100
Ens
Ens
3090
3090
2000
2000
2000
2000
4430
4430
90 900 90
90 900 90
90
90
90
90
90
90
7080
7080
Bed 1 Bed 1
500
500
1250
1250
Ens Ens
1080
1080
90
90
90
90
2820
2820
3620
3620
1240
1240
Wir Wir
2280
2280
2280
2280
800 90
90
90
800 90
1400
1400
90
790 90
90
90
790 90
90
600
600
600
600
190
190
190
190
190
190
la Pe
rgo rgo
Pe la
190
90 2810 90 2700 90 3990 90 2930 90
90 28090 2930 90 3990 90 2700 90 2810 90
190
0
9960
9860 3020 190
0 3210
3020 9860
26050
25950
FIRST FLOOR SET-OUT PLAN
Scale : 1 : 100
Dimensions Note:
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: All wall dimensions are taken from
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads First Floor - Dimensions PCD 16 21-054 the outside faces of the stud wall.
1 PCD 13 17/05/22 NZP (i.e. selected cladding over omitted for
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: clarity excluding brick veneer walls).
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 04B
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 13
O/H
84
First Floor Site Cover
Site Cover : 182.8m² / Site Area : 606 m² = 30.1%
Maximum Site Cover = 242.4 m² (40%)
O/H
600
600 600
O/H O/H
la Pe
rgo rgo
Pe la
FIRST FLOOR SITE COVER PLAN
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads First Floor - Site Cover PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 04C
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 14
First Floor Gross Floor Area
Ground Floor Gross Floor Area : 118.9 m² = 19.6%
Maximum Gross Floor Area = 242.4 m² (40%)
Gross Floor Area Provided = 240.2 m² (39.6%)
la Pe
rgo rgo
Pe la
FIRST FLOOR GROSS FLOOR AREA PLAN
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads First Floor - G.F.A PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 04D
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 15
Selected Lineaboard (Or similar) cladding Colorbond Custom orb roof sheeting
fixed to manufacturers specification. fixed to manufacturers specification
for required wind category.
5°
380 (W) x 500 (L) Rendered Blockwork Colorbond slotted gutter, fascia
Pier toi engineers detial. to match roofing. Fix to manufacturers
specification.
100 x 50 Aluminium Batten Screen @ 150 Crs.
Max. to manufacturers specification. (ABS)
Ceiling Height
2700
Joinery
2400
Aluminum framed windows
to manufacturers specification.
1° 2°
Aluminum framed Doors
to manufacturers specification.
Ceiling Height
2700
Joinery
2400
Approx. Existing Rendered 200 series blockwork
Ground Line. wall to engineers detail.
Select Feature Stone Cladding fixed 100 x 50 Aluminum Batten Screen @ 150
over 200 series blockwork wall to Crs. to manufacturers specification. (ABS)
manufacturers specification. WEST ELEVATION
Scale : 1 : 100
Colorbond Custom orb
roof sheeting
fixed to manufacturers
specification
for required wind
category.
380 (W) x 500 (L) Rendered Blockwork
Pier toi engineers detial. Colorbond slotted
gutter, fascia
to match roofing. Fix
to manufacturers
specification.
Selected Lineaboard (Or similar) cladding
Approx. Max Build Height From N.G.L @ 2m From Boundary
fixed to manufacturers specification.
Ceiling Height
2700
Joinery
2400
Aluminum framed windows
to manufacturers specification.
6673
Ceiling Height
Line of Fence - Omitted for Clarity
2700
Joinery
2400
Approx. Existing
Ground Line @
Pool Bdy Wall.
SOUTH ELEVATION Approx. Existing
Scale : 1 : 100 Ground Line.
Line Of Pool Behind Line Of Pool Behind
Approx. Proposed
Rendered 200 series blockwork Ground Line.
wall to engineers detail.
Aluminum framed Doors
to manufacturers
specification.
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Elevations PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 05
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 16
Colorbond Custom orb roof sheeting
Selected Lineaboard (Or similar) cladding fixed to manufacturers specification
fixed to manufacturers specification. for required wind category.
5°
Colorbond slotted gutter, fascia
to match roofing. Fix to manufacturers
specification.
100 x 50 Aluminium Batten Screen @ 150 Crs.
Max. to manufacturers specification. (ABS)
Ceiling Height
2700
Joinery
Aluminum framed windows
2400
to manufacturers specification.
2° 1°
Ceiling Height
2700
Joinery
2400
Approx. Existing Line Of Bin
Store Behind
Ground Line. Line Of Floor Behind
Aluminum framed Doors
Rendered 200 series blockwork
to manufacturers specification.
wall to engineers detail.
EAST ELEVATION
Scale : 1 : 100 Line Of Pool Behind
Selected concealed panel lift door Colorbond Custom orb roof sheeting
fixed to manufacturers specification. fixed to manufacturers specification
for required wind category.
Selected Lineaboard (Or similar) cladding Colorbond slotted gutter, fascia
fixed to manufacturers specification. to match roofing. Fix to manufacturers
specification.
Aluminum framed windows
to manufacturers specification.
Ceiling Height
Approx. Max Build Height From N.G.L
2700
Joinery
2400
100 x 50 Aluminium Batten Screen @ 150 Crs.
Max. to manufacturers specification. (ABS)
7592
Select Feature Stone Cladding fixed to
Approx. Height on Boundary
manufacturers specification.
Approx. Height on Boundary
Approx. Height on Boundary
Approx. Height on Boundary
2650
Ceiling Height
3375
2700
Joinery
2400
2750
2850
Rendered 200 series blockwork
wall to engineers detail.
Aluminum framed Doors
Approx. Existing
Ground Line.
NORTH ELEVATION to manufacturers specification.
Scale : 1 : 100
Approx. Proposed
Ground Line.
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Elevations PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 06
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 17
Ceiling Height
57
i ng
Bed 1 Ens Ens Bed 1
40
2700
il
Joinery
Ce
2400
Ce
40
il
ing
57
Void Ceiling
F.F.L. : 23.520 m F.F.L. : 23.520 m
5740
Ceiling Height
Living Pdr Garage Garage Pdr Living
2700
Joinery
2400
Max. 1000 Retaining
F.F.L. : 20.430 m F.F.L. : 20.480 m F.F.L. : 20.430 m
SECTION A - 03A / 04A
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 23 Coral Tree Avenue, Noosa Heads Sections PCD 16 21-054
1 PCD 13 17/05/22 NZP
2 PCD 14 26/05/22 NZP Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au
4 PCD 16 04/06/22 NZP Paddy Guilford 04/06/2022 126221 07
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.