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Council Decision Notice Response (1) · MCU23/0094
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79 - 83 Eumundi Noosa Road DEVELOPMENT APPLICATION 79 - 83 EUMUNDI NOOSA ROAD & 26 HEADLAND DRIVE, NOOSAVILLE QLD 4566 DESIGN REPORT FOR DEVELOPMENT APPLICATION CAPITAL PRUDENTIAL Architect: Blackwood Planner: Pivotal Perspective July 2023
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Section 2
CLIENT & PREPARED FOR: DEVELOPMENT SUMMARY CONTENTS
Current Revision ID
CAPITAL PRUDENTIAL LOT 75 / 76 / 77 ON RP71151 & LOT 3 ON SP208257 LANDSCAPED AREA WD.0. SITE
WD.0.01 COVER Q
79 - 83 EUMUNDI NOOSA ROAD & 26 HEADLAND DRIVE, NOOSAVILLE QLD 4566 Total Landscaped Area Required = 35% or 2,213.39m²
JOB NO: NOOSA SHIRE COUNCIL Area - (40%
% OF TOTAL FOR HARDLANDSCAPE Landscape Hard
REQUIRED) = 31.13 % or 642.34
WD.0.02 CONTENTS Q
202327 - 79 - 83 Eumundi Noosa Road Area - (60%
% OF TOTAL FOR SOFT LANDSCAPE Landscape Soft
REQUIRED) = 68.87 % or 1,614.55
WD.0.03 GENERAL NOTES M
SITE AREA = 6,324m²
WD.0.04 DEMOLITION PLAN M
Total Landscaped Area Provided = 36.03% or 2,256.89 m²
PROPOSED DEVELOPMENT 38 DWELLINGS, CONSISTING OF:
BY: WD.0.05 SITE PLAN W
12 x 2 BEDROOM TOWNHOUSES + WD.0.06 SITE PLAN - GROUND LEVEL W
Blackwood Architecture CAR PARKING & SERVICE VEHICLE PROVISIONS
25/91 Poinciana Avenue, Tewantin 24 x 2 BEDROOM APARTMENTS + WD.0.07 SITE PLAN - UPPER LEVEL R
Resident Carparking Required = 38 WD.0.08 SITE PLAN - ROOF Q
QLD 4565 2 x 3 BEDROOM TOWNHOUSES
Resident Carparking Provided = 40 WD.0.09 SITE - ELEVATIONS Q
07 5301 9677 SITE COVER
0416 037 424 Visitor Carparking Required (25%) = 9.5 WD.0.10 SITE - INTERNAL ELEVATIONS / SECTIONS Q
Allowable Site Cover = 45% or 2,845.8m²
Visitor Carparking Provided (25%) = 10 WD.1. BUILDING 1
Proposed Site Cover = 44.96% or 2,834.89 m²
www.blackwoodarchitecture.com.au WD.1.01 B1 - GENERAL ARRANGEMENT PLANS R
[email protected] WD.1.02 B1 - REFLECTED CEILING PLANS Q - WIP
WASTE PROVISIONS
GFA / PLOT RATIO WD.1.03
WD.1.05 B1 - WALL
ROOF SETOUT
PLAN PLANS Q - WIP
General Waste (120L/dwelling - 38 x 120L=) = 4,560L
Phil Tillotson - Allowable Plot Ratio for 'Small Dwellings'= 0.5 to1 = 50% or 3,162m² WD.1.06 B1 - ELEVATIONS Q
QLD Registered Architect #5386 Recycling (60L/dwelling - 38 x 120L=) = 2,280L WD.1.07 B1 - SECTIONS Q
Proposed Plot Ratio = 49.79%
Total Waste Storage Required = 6,840L
The designs and drawings contained in this document are the copyright of Blackwood Interior 1 1,395.95
Total Waste Storage Provided (7 x 1,100L Bins) = 7,700L WD.2. BUILDING 2
Architecture and shall not be reproduced, copied or used in any other context other Interior 2 505.24 WD.2.01 B2 - GENERAL ARRANGEMENT PLANS R
than the project and site specified. The proposal herewith are conceptual, subject to
Interior 3 208.22 WD.2.02 B2 - REFLECTED CEILING PLANS Q - WIP
change and not to be used for construction or sales and marketing.
WD.2.03
WD.2.05 B2 - WALL
ROOF SETOUT
PLAN PLANS Q - WIP
Interior 4 1,039.66
WD.2.06 B2 - ELEVATIONS Q
3,149.07 m² WD.2.07 B2 - SECTIONS Q
WD.3. BUILDING 3
WD.3.01 B3 - GENERAL ARRANGEMENT PLANS R
WD.3.02 B3 - REFLECTED CEILING PLANS Q - WIP
WD.3.03 B3 - ROOF PLAN Q
HILTO
N ESP WD.3.06 B3 - ELEVATIONS Q
NOOSA RIVER WD.3.07 B3 - SECTIONS Q
HILTO WD.4. BUILDING 4
N TER
RACE WD.4.01 B4 - GENERAL ARRANGEMENT PLANS R
CHAPLAIN
WD.4.02 B4 - REFLECTED CEILING PLANS Q - WIP
PARK
WD.4.03
WD.4.05 B4 - WALL
ROOF SETOUT
PLAN PLANS Q - WIP
WD.4.06 B4 - ELEVATIONS Q
GOO WD.4.07 B4 - SECTIONS Q
DCH
AP S
TREE ERRACE WD.5. BUILDING 5
T GYMPIE T
WD.5.01 B5 - GENERAL ARRANGEMENT PLANS R
WD.5.02 B5 - REFLECTED CEILING PLANS Q - WIP
LAKE
VIEW WD.5.03
WD.5.05 B5 - WALL
ROOF SETOUT
PLAN PLANS Q - WIP
DR
WD.5.06 B5 - ELEVATIONS Q
WD.5.07 B5 - SECTIONS Q
RIDG
E STR
EET GIBSO WD.6. BUILDING 6
NOOSA N RO WD.6.01 B6 - GENERAL ARRANGEMENT PLANS R
AD
LIBRARY WD.6.02 B6 - REFLECTED CEILING PLANS Q - WIP
WD.6.03
WD.6.05 B6 - WALL
ROOF SETOUT
PLAN PLANS Q - WIP
LAKE DOONELLA WD.6.06 B6 - ELEVATIONS Q
WD.6.07 B6 - SECTIONS Q
WD.7. BUILDING 7
WD.7.01 B7 - GENERAL ARRANGEMENT PLANS S
WD.7.02 B7 - REFLECTED CEILING PLANS Q - WIP
WD.7.03
WD.7.05 B7 - WALL
ROOF SETOUT
PLAN PLANS Q - WIP
NOOSA HOSPITAL WD.7.06 B7 - ELEVATIONS Q
STARBOARD AVE WD.7.07 B7 - SECTIONS Q
GO
WD.8.
WD.1. INTERNAL
PLANNINGFITOUT
INFORMATION
DR
OD
WD.1.16 GFA - GROUND FLOOR M
EN
CH
AV
WD.1.17 GFA - UPPER FLOOR M
AP
EH
ST
WD.1.18 SITE COVER M
OR
RE
SH
SITE WD.1.19 LANDSCAPE M
ET
WD.1.20 ACCESSIBILITY M
RD
WD.1.21 MATERIALS AND 3D VISUALISATION M - WIP
HEADLAND DR
SA
OO
WD.1.22 3D VISUALISATION K - WIP
IN
WD.1.23 3D VISUALISATION K - WIP
ND
WD.1.24 3D VISUALISATION K - WIP
MU
EU
WD.1.25 3D VISUALISATION K - WIP
WD.1.26 END PAGE M
Site Location 79 - 83 EUMUNDI NOOSA ROAD & 26 HEADLAND DRIVE, NOOSAVILLE QLD 4566
Not to Scale
Drawing Register
Issue Date Description Checked
A 11/04/2023 Issued for Concept Design Review PT
B 31/05/2023 Survey Data added. Issued for Concept Design Stage coordination PT
B L A C K
C 14/06/2023 Issued for Concept Design Stage coordination PT
D 30/06/2023 Issued for Consultant Coordination PT
E 07/07/2023 Issued for Consultant Coordination PT
W O O D
F 12/07/2023 Issued for Consultant Coordination PT
G 14/07/2023 Issued for Development Application PT
H 05/10/2023 RFI SUBMISSION PT
I 03/11/2023 VM REVISION PT a r c h i t e c t u r e
Section 3
GENERAL NOTES:
DESCRIPTION: PENETRATIONS SOUND TRANSMISSION AND WALL / FLOOR INSULATION EXTERNAL WALLS LANDSCAPING (Hardscape & Softscape)
Proposed Redevelopment. New building works to consist of mixed All penetrations through fire rated members must be fire protected The floors must have an Rw + Ctr (airborne) not less than 50 and an All external walls that are to be 190mm thick Blockwork shall be Refer to Landscape Architect's drawings for details.
use building comprising of 2 storeys of residential units (Class 2 - in accordance with a tested prototype to maintain the fire resistance Lnw + Ci (impact) not more than 62 if the floor separates sole reinforced and solid core filled concrete blockwork in accordance
POOL
Buildings 1, 2, 6 & 7), & 2 Storey Townhouses ( Class 1A Buildings 3, of the element being penetrated in accordance with NCC clause occupancy units or a sole occupancy unit from a plant room, lift with Structural Engineer's drawings. Provide a proprietary type
A pool and spa safety barrier must be provided in accordance with
4 & 5). 3.12-3.15. shaft stairway, public corridor, public lobby or the like or parts of a Elastomeric waterproof render and membrane paint finish to all
Queensland Development Code MP3.4, AS 1926.1 & 2 and the
different classification. Install an approved and tested / certified walls. Render and paint finishes to be applied by an approved
DEVELOPMENT APPROVAL: DISABILITY PROVISIONS Building Act (Chapter 8). Resuscitation signs must be mounted in
proprietary type applied acoustic underlay to all internal tiled areas applicator in accordance with manufacturer's requirements.
Development Approval is yet to be given. Conditions of Approval A lift or ramp to serve upper levels is not mandatory, however prominent positions.
where ceilings are not installed to units below.
are to be adhered to when known. where installed, access must be provided to the entrance door of EXPANSION / CONTROL JOINTS A warning sign must be provided to serve the property prior to the
The walls separating sole occupancy units must have an Rw + Ctr
every unit served by the lift. Access must also be provided to and Provide expansion / control joints in accordance with Structural construction of the pool or spa in accordance with Section
EXISTING BUILDING: not less than 50. A wall must have an Rw (airborne) not less than 50,
within rooms or spaces for use in common by the residents (e.g. Engineer's drawings. Fill expansion joints with a proprietary type 233 of the Building Act 1975. The warning sign must be displayed
There are 4 Existing Houses on sites. The Existing Houses are to be if it separates a sole occupancy unit from a plant room, lift shaft,
including a cooking facility, sauna, gymnasium, swimming pool, water barrier system suitable for location. Install in accordance with until a building certifier has provided a certificate in the approved
Demolished In a safe & compliant manner. stairway, public corridor, public lobby or the like, or parts of a
common laundry, games room, individual shop, eating area, or the manufacturer's requirements. form stating the pool is a complying pool. The sign must warn
different classification.
SAFETY IN DESIGN: like) that are served by the lift or ramp. members of the public in the vicinity of the land that a swimming
A wall that separates a bathroom, sanitary compartment, laundry or FORMWORK / CONCRETE
A saftey in design report has been prepared to Safe Design Access is required to and within any level containing accessible pool is under construction on the land and that there is potential
kitchen in one sole occupancy unit from a habitable room (other All exposed concrete surfaces and concrete surfaces with applied
Australia. Builder & contractors shall familirise themselves with this carparking spaces. In a class 7a carpark, PWD car spaces in danger to young children accessing the land. The sign must be
than a kitchen) in an adjoining unit or separates a sole occupancy render or paint finish shall be formed with minimum class 2
report prior to Demolition works commencing. accordance with AS 2890.6 are required at a ratio of 1:100. placed on, or within 1.5m of the road frontage for the land and be
unit from a plant room or lift shaft must be of discontinuous formwork to achieve uniform quality.
Access is required to and into swimming pools with a total mounted so that the bottom of the sign is at least 300mm above
DEMOLITION: construction, i.e. providing a minimum 20mm cavity between 2
perimeter greater than 40m except where the pool is for the CONCRETE COLUMNS ground level. The sign must be visible from the road and be made
Contractor responsible to assess existing site conditions and allow separate leaves and for masonry, where wall ties are required to
exclusive use of a sole occupancy unit in a class 2 building (refer All concrete columns shall be reinforced concrete in accordance of weatherproof material. Lettering on the sign must be not less
for demolition and removal of material as indicated on the connect leaves, the ties are of the resilient type and for other than
NCC Clause D3.10). with Structural Engineer's drawings. Class of finish to formwork than 50mm in height and in a bold style.
drawings. This includes existing floor, wall and roofing material. masonry, there is no mechanical linkage between leaves except at
Every passenger lift must comply with NCC Clause E3.6 (disability columns to be class 2. Provide a proprietary type render and Prior to filling the pool to a depth exceeding 300mm the building
Contractor responsible to assess presence of asbestos and allow for the periphery.
requirements). waterproof membrane paint finish to all columns. Render and paint certifier must inspect and provide confirmation (form 17) that the
safe removal of hazardous materials. If a duct, soil, waste or water supply pipe including a duct or pipe
For narrow accessways, passing spaces and turning spaces must be finishes to be applied by an approved applicator in accordance with pool safety barriers are in accordance with the Building Act.
Measures are to be taken to minimize dust & noise disruption such that is located in a wall or floor cavity, serves or passes through
considered in accordance with NCC D3.3 (20m intervals). manufacturer's requirements. Backwash and excess pool water must be drained in accordance
as providing hoarding separation between new construction works more than one sole occupancy unit, the duct or pipe must be
Braille signage is required to common area sanitary facilities. with Local Authority requirements.
and existing footpath & Roadway which are maintained during the separated from the rooms of any sole occupancy unit by TANKING
In accordance with NCC Clause G1.1(c), a water recirculation
construction period. construction with an Rw + Ctr (airborne) not less than 40 if the Provide proprietary type waterproof membrane tanking system to
system in a swimming pool with a depth of water more than 300mm
Demolition contractor to be familiar with existing operational in STAIRS, HANDRAILS, AND BALUSTRADES adjacent room is a habitable room (other than a kitchen) and not all balconies, terraces, blockwork window reveals, planters, slabs
must comply with AS 1926.3. A spa pool must comply with AS
ground and overhead infrastructure which traverses the site and The stairways must be not less than 1000mm in clear width. less than 25 if the adjacent room is a kitchen or non- habitable over carpark walls, retaining walls and the like to ensure a
1926.3 except the specified distance between two outlets
take steps to protect during construction. Stairways must have constant riser dimensions not greater than room. watertight finish. To be installed in accordance with manufacturer's
connected to a common line may be not less than 600mm. All
Extent of demolition to include all above and below ground 190mm and constant going dimensions not less than 250mm. Not If a storm water pipe passes through a sole occupancy unit, the pipe specifications and shall be applied by an approved applicator.
fences & balustrades enclosing swimming pool & overflow pool to
structure sufficient to allow construction of new building. more than 18 risers are permitted within a single flight. Stair treads must be separated from the rooms of any sole occupancy unit by
WATERPROOF CONCRETE MEMBRANE comply with NCC & AS 1926.1 & AS 1926.2.
must have a non-slip finish and a contrasting nosing. construction with an Rw + Ctr (airborne) not less than 40 if the
DRAWINGS Reinforced concrete roof slabs are to be poured with integral fall to
Where it is possible to fall greater than 1000mm to an adjacent adjacent room is a habitable room (other than a kitchen) and not
Do not scale off drawings. Dimensions take preference over scale. drains. Minimum fall to drains shall be 1:150. Finish with proprietary
surface, balustrading must be provided in accordance with Clause less than 25 if the adjacent room is a kitchen or non-habitable room.
type trafficable membrane, to be installed in accordance with
SET OUT D2.16 of the NCC with balustrades extending not less than 1000mm Prior to construction, details of the proposed construction method
manufacturer's requirements and shall be applied by an approved
Builder to confirm the set out and all levels and dimensions on site above floor level or 865mm above the nosing of a stair. Balustrades to achieve this requirement must be submitted to the satisfaction of
applicator. Provide all necessary accessories, covers, laps, etc. to
prior to the commencement of the building works. must not have any gaps that would permit a 125mm sphere to the Building Certifier.
ensure a watertight finish. Application shall be such that ponding
penetrate. Where it is possible to fall greater than 4m to an adjacent A flexible coupling must be used at the point of connection
CONSTRUCTION does not occur. Colour of membrane shall be selected.
surface, balustrades must have no climbable elements between between the service pipes in a building and any circulating or other
All construction shall comply with the requirements of the Building 150mm and 760mm above floor level (including hose cocks, A/C pump. EXTERNAL APPLIED EXTERNAL FINISHES
Code of Australia 2019 Volume 1 for class 2, 7a Building. Type A condensers on balconies). Where it is possible to fall greater than All applied external membranes / finishes shall be in accordance
construction. Building Act 1975. Building Regulations 2006 and all HEALTH AND AMENITY
4m out of a window, balustrades must extend to a height not less with NCC Requirements and AS1530.1 for Non-Combustibility.
referenced Australian Standards. Toilet doorways within 1200mm of the pan must have lift off hinges,
than 865mm above floor level to protect that window. Staunchions
slide or swing outwards. WATERPROOFING INTERNALLY
ENGINEERING to be @ 1250mm crs. max.
A storm water drainage management system in accordance with Waterproofing of internal wet areas shall comply with AS 3740.
To be read in conjunction with Engineer's drawings and soil report. EXTERNAL STAIRWAYS AS/NZS 3500.3 must be provided (building drainage and civil Provide a proprietary type liquid or sheet membrane system and
Refer to engineering drawings for structural design, footing and All external stairways shall be in accordance with part D1.8 of the drainage). The system must be designed and certified by an RPEQ fall to wastes.
slab, tie down, bracing and all structural details. NCC and AS 1428.1. Provision for future upgrade to stairways to Engineer as complying with the NCC and AS/NZS 3500.3. Any
TIMBER
CIVIL ENGINEERING meet AS 1428.1 requirements, tactile indicators, perimeter handrail cutting or filling of the site, or construction of retaining walls or
All timber to be in accordance with the NCC, Standards Australia AS
To be read in conjunction with Engineer's drawings. Refer to to stairs. other structure on site, shall not jeopardize any existing overland
1684.1 and Engineer's Drawings and Termite protected to AS
engineers documents for extent of civil works. flow drainage system or cause ponding or nuisance storm water.
EXIT SIGNS AND EMERGENCY LIGHTING 3660.1.
Hot water, warm water & cooling water systems in a building must
SEWER CONNECTION Provide illuminated exist signs and lighting to comply with Section
be installed in accordance with AS/NZS 3666.1. STEELWORK
All plumbing points to be connected to sewer as per council E4.2 and E4.7 of the NCC and AS 2293 part 1. Refer to Electrical
Roof coverings must be provided in accordance with Clause F1.5 of All steelwork, fittings and fixtures shall be hot dipped galvanised,
requirements and in accordance with Hydraulic and Civil Engineer's drawings.
the NCC and AS 1562.1. stainless steel or of a corrosion resistant material or as noted
Engineer's drawings.
All wet areas must be waterproofed in accordance with AS 3740. otherwise. Select paint finish.
STORMWATER The floor of each bathroom and laundry located above another sole
occupancy unit or public space must be graded to permit drainage PLASTERBOARD FINISH
All stormwater shall discharge as per council requirements and in
to a floor waste. Plasterboard to be finished to level 4 finish and shall be installed in
accordance with Hydraulic and Civil Engineer's drawings.
Artificial lighting must be provided to the common areas of the accordance with AS 2589.1.
POWER CONNECTION building in accordance with the NCC (including the energy ALUMINIUM AND GLAZING
Connect mains supply to meter panel via underground connection efficiency provisions) and AS 1680.0. Shall be in accordance with AS 2048 & AS 1288, and suit site terrain
in accordance with Electrical Engineer's requirements. All toilets and/or wet areas not provided with adequate natural category. Aluminium framing shall be select powdercoated unless
TERMITE PROTECTION ventilation must be exhausted to outside in accordance with AS noted otherwise.
Provide an approved proprietary type termite protection barrier to 1668.2
Habitable rooms must be served by natural lighting through glazed TILING / CONCRETE FLOORS
concrete slab and retaining walls as per manufacturer's
windows having an area not less than 10% of the floor area they Concrete floor finish tolerance shall be class B. Floor grinding
specification and in accordance with AS 3660.1 and the NCC.
serve in accordance with NCC Clause F4.1. Natural ventilation must and/or floor topping with flooding of levelling compound shall be
VERMIN PROOFING be provided by permanent windows, doors or other devices which allowed for to ensure suitable surface finish for the laying of floor
Ensure all soffits, eaves overhangs and under floor areas are vermin can be opened having an aggregate opening or openable size not tiles.
proof and bird proofed. This includes both new work and existing less than 5% of the floor area of the room required to be ventilated. FLOOR SURFACES
building.
ENERGY EFFICIENCY Must be suitable to prevent slips (Standards Australia Handbook
Principal Contractor to engage suitably qualified Contractor to
FIRE HOSE REELS, HYDRANTS AND FIRE SPRINKLERS The building must be constructed to satisfy the energy efficiency 197 & AS/NZS 4586), trips and falls and be impervious to liquids
assess the project and provide recommendation and quote to
A fire hydrant system must be provided to serve the proposed provisions of Section J of the NCC. where spillage or wash down is likely. Floors must be suitably
supply and install necessary fixtures and fittings to control both land
development in accordance with AS 2419.1 and shall be provided ‘Energy efficient lighting’ for a minimum of 80 per cent of total fixed graded to drain off liquids where spillage or wash down is likely to
and air born vermin.
where indicated on Hydraulic and Architectural drawings, except as internal lighting must be provided. ‘Energy efficient lighting’ is occur.
FIRE RESISTANCE otherwise permitted by the approved Fire Engineering Report. lighting with a minimum output of 27 lumens per watt and excludes PAINT SPECIFICATION
External & internal fire separating walls must extend to the fire rated Provision must be made for the disposing of fire hydrant test water a lamp used in a bathroom for the purposes of radiating heat. Use Resene or other approved supplier, Specification Sheets for
slab above or to the underside of the non-combustible roof to a suitable drain for the purpose of flow testing. Any hard-wired air-conditioners installed must have an EER of at substrates preparation and application guidelines for instruction on
covering and be sealed at that roof junction with compressed A fire hose reel system must be provided to serve the development least 2.9. Energy Efficiency Ratio (EER) means the tested average the expected levels of preparation & application of painted
mineral fibre wool. Any eaves must be protected to ensure that the in accordance with NCC Clause E1.4 and AS 2441. Fire hose reels energy efficiency ratio for cooling as specified in ‘AS/NZS 3823.2 surfaces.
fire separation between the units is maintained. must be located within 4m of an exit. Any system valve which can Performance of electrical appliances - airconditioners and heat
Bedroom windows facing the common walkway must have a sill isolate flow in the fire hose reel water supply main must be secured pumps - energy labelling and minimum energy performance POWDERCOATING
height not less than 1500mm above finished floor level and the wall in the open position by a padlocked metal strap and labelled with standard (MEPS) requirements’. Preperation & application of Aluminium to be powdercoated shall
below the window must have a minimum 1hour fire resistance level an engraved non- ferrous tag with 8mm upper case wording ‘FIRE All shower roses must have a minimum 3-star Water Efficiency be to AAMA2604, AS4312 & AS3715
to satisfy NCC Clause C3.11. SERVICE VALVE- CLOSE ONLY TO SERVICE FIRE HOSE REELS’. Fire Labelling and Standards rating. Water Efficiency Labelling and DOOR HANDLES
The fire hazard properties of any material (including carpets, vinyls hose reel cabinet signage must have 50mm high capital contrasting Standards (WELS) - references the Australian Government’s Provide lever door handles located 900-1100mm above floor level
& laminates) or assembly to comply with specification C1.10a of the letters ‘FIRE HOSE REEL’. labelling standards scheme for water efficient products. operable with a single hand.
NCC (if a floor material, floor covering or a wall/ceiling lining) or A sprinkler system must be provided to serve the basement in Toilet cisterns must have a dual flush function and have a minimum
comply with specification C1.10 if not a material applicable under accordance with NCC Clause E1.5 and AS2118.1 except as 4-star Water Efficiency Labelling and Standards rating and are LIGHT SWITCHES
specification C1.10a. otherwise permitted by the approved Fire Engineering Report. compatible with the size of the toilet bowl to allow for proper Provide light switches close to doorways and installed between
Spandrels must be provided to serve the building in functioning of the toilet. 900- 1100mm above floor level.
accordance with NCC Clause C2.6. FIRE SMOKE DETECTION AND ALARM SYSTEM
Tap ware must have a minimum 3-star Water Efficiency Labelling DRIVEWAY
Electrical supplies to emergency equipment must be fire separated Provide fire smoke detection and alarm system in accordance with
and Standards rating for taps serving laundry tubs, kitchen sinks Shall be in accordance with AS 2890.1 and Structural and Civil
from the building in accordance with Clause C2.13 of the NCC. The AS1670.1, and Electrical Engineer's drawings.
and basins. Engineer's drawings.
main switchboard must be fire separated from the remainder of the FIRE EXTINGUISHERS Each meterable premises must have an electricity sub-meter
building by 120/120/120 fire resistant construction with the Portable fire extinguishers must be provided in accordance with installed which measures only the electricity supplied to that VEHICULAR ACCESS TO CARPARK
doorway protected by a self closing fire door having a fire NCC Clause E1.6 and AS 2444. Provide a CO2 portable fire meterable premises in accordance with QDC MP4.1. The electricity Provide entry signage to carpark stating maximum clearance to
resistance level not less than -/120/30. Any electrical conductors extinguisher to serve each main switch board in the basement car sub-meter must be installed in a common area, and be free of carpark 2.2 metres. Provide flexible striker bars over entry down to
within the building that supply the main switchboard must be fire park. Provide a 3A40B(E) portable fire extinguisher adjacent to each hindrance or obstruction to a person authorised to read and/or max. 2.2 metre height to comply with AS 2890.1 requirements.
protected in accordance with Clause C2.13. fire hose reel. maintain the electricity sub-meter. A meter label identifying which
Every doorway that opens onto the External stairways must be CARPARKING
meterable premises it is associated with must be affixed or located
protected by -/60/30 fire doors that are self closing in accordance SMOKE ALARMS Carparking to comply with AS 2890.1.
adjacent to the electricity sub-meter for each meterable premises.
with NCC Clause C3.8a(ii) & (iii). Provide hard wired smoke alarms in accordance with part E2 of the
Glazing must be provided in accordance with AS1170, AS1288 & MAINTENANCE ACCESS
The lifts must be served by -/60/- fire doors complying with NCC and AS 3786. Provide smoke detection systems in
AS2047. Provide building maintenance access complying with Occupational
AS1735.11 that are set to remain in the closed position. accordance with AS 1670 and Electrical Engineer's drawings.
Health and Safety 2004 Codes of practice and AS 1891.4. Where a
All penetrations through fire rated members must be fire protected BUILDING SEALING
person is exposed to the hazard of falling from a building or
in accordance with a tested prototype to maintain the fire resistance Window and doors; exhaust fans; construction of roofs, walls and
structure while cleaning or maintenance work is being carried out, a
of the element being penetrated in accordance with NCC Clauses floors shall be in accordance with BCA part J3.4, J3.5 and J3.6.
system design to prevent such falls must be used. Where safety belt
C3.12 to C3.15. ROOF INSULATION anchorage points are used they must be positioned on the building
An opening in a wall providing access to a garbage shaft must be R X.X insulation in ceiling space to all Roofs. Refer NRG Efficient or structure so that a lifeline or safety harness may be attached
protected by a door or hopper of non-combustible construction. Homes report. before proceeding to a point where it is possible to fall.
Anchorage points for the attachment of safety harnesses must
WALL INSULATION
comply with AS 2626.
R X.X insulation to External Walls. Refer NRG Efficient Homes
report.
Notes:
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Rev Date Description Use figured dimensions in preference to scale. Contact information:
1. These drawings represent a concept design for preliminary cost analysis (MAY 2023) and are NOT FOR CONSTRUCTION F 24/11/2023 Council further RFI Issue All dimensions to be varified and checked on
G 1/12/2023 Council further RFI Issue site. These designs, drawings, specifications
PO Box 781 Tewantin Q 4565 79 - 83 Eumundi Noosa Road GENERAL NOTES 202327 PT WD.0.03
2. The drawings and diagrams provided herewith are NOT FOR CONSTRUCTION OR BUILDING APPROVAL and to be used for preliminary D&C tendering only. Architect Registration # 5386 QLD
and the copyright thereof are the property of For CAPITAL PRUDENTIAL
Structure & Services coordination has not been undertaken.
H
L
5/12/2023
24/01/2024
Council further RFI Issue
Council Decision Notice Response
Blackwood and must not be used, retained or W O O D Ph: 0416 037 424
[email protected] 79 - 83 EUMUNDI NOOSA ROAD & 26 Scale Date Project Stage Revision
copied without the written authority of
M 30/01/2024 Council Decision Notice Response Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au HEADLAND DRIVE, NOOSAVILLE QLD 4566 1:100 @ A1 30/01/2024 Concept M
Section 4
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Drawing No.
Revision
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Project No.
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DEMOLITION PLAN
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HEADLAND DRIVE, NOOSAVILLE QLD 4566
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and the copyright thereof are the property of
copied without the written authority of
Blackwood and must not be used, retained or
Use figured dimensions in preference to scale.
All dimensions to be varified and checked on
site. These designs, drawings, specifications
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The text continues on section 6.
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