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202304 20 Kauri Street - DA REV.A 08.08.23
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Kauri Street Townhouses
Development Application
Lot 1 on RP203032 20 Kauri St, COOROY QLD 4563
DESIGN REPORT FOR DEVELOPMENT APPLICATION
Davrus
Architect: Blackwood Architecture
Planner: Pivotal Perspective
Civl: SCG Engineers
August 2023
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Full text of sections 2 to 5 (of 31)
Section 2
CLIENT & PREPARED FOR: DEVELOPMENT SUMMARY CONTENTS
Davrus LOT 1 ON RP203032 LANDSCAPED AREA DA Architectural Drawings
DA.01 COVER PAGE
20 Kauri St, COOROY QLD 4563 Total Landscaped Area Required = 35% or 709.89m²
JOB NO: NOOSA SHIRE COUNCIL Area - (40%
% OF TOTAL FOR HARDLANDSCAPE Landscape
MAX) Hard = 14.93 % or 106.57
DA.02 CONTENTS
202304 - Kauri Street Townhouses Area - (60%
% OF TOTAL FOR SOFT LANDSCAPE Landscape
MAX) Soft = 85.06 % or 606.84
DA.03 GENERAL NOTES
SITE AREA = 2,028.28m²
DA.04 DETAIL SURVEY
PROPOSED DEVELOPMENT 10 DWELLINGS, CONSISTING OF: Total Landscaped Area Provided = 35.17% or 713.41 m²
BY: DA.05 PROPERTY PLAN
10 x 2 BEDROOM TOWNHOUSES + DA.06 TYPOLOGIES
Blackwood Architecture
CAR PARKING & SERVICE VEHICLE PROVISIONS DA.07 GROUND FLOOR
25/91 Poinciana Avenue, Tewantin
QLD 4565 SITE COVER Resident Carparking Required = 10 DA.08 UPPER FLOOR
07 5301 9677 Allowable Site Cover = 45% or 912.726m² Resident Carparking Provided = 10 DA.09 ROOF PLAN
0416 037 424 Visitor Carparking Required (25%) = 2.5 DA.10 SITE ELEVATIONS & SECTIONS
Proposed Site Cover = 44.02% or 892.87 m²
DA.11 BUILDING 1/2 - GROUND & LEVEL 1
Visitor Carparking Provided (25%) =2
www.blackwoodarchitecture.com.au DA.12 BUILDING 1/2 - ROOF + ELEVATIONS
GFA / PLOT RATIO Motorbike Spaces =2
[email protected] DA.13 BUILDING 1/2 - SECTIONS
Allowable Plot Ratio for 'Small Dwellings'= 0.5 to1 = 50% or 1,014.14m² DA.14 BUILDING 3/4 - GROUND & LEVEL 1
Phil Tillotson - WASTE PROVISIONS DA.15 BUILDING 3/4 - ROOF + ELEVATIONS
Proposed Plot Ratio
QLD Registered Architect #5386 General Waste (120L/dwelling - 10 x 120L=) = 1,200L DA.16 BUILDING 3/4 ELEVATIONS
TYPE 1 517.70
Recycling (120L/dwelling - 10 x 120L=) = 1,200L DA.17 PLANNING DIAGRAMS
The designs and drawings contained in this document are the copyright of Blackwood TYPE 2 491.91
DA.18 PLANNING DIAGRAMS
Architecture and shall not be reproduced, copied or used in any other context other Total Waste Storage Provided (20 x 120L Bins) = 2,400L
Proposed Plot Ratio= 49.77% or 1,009.61 m² DA.19 3D VISUALISATIONS
than the project and site specified. The proposal herewith are conceptual, subject to
DA.20 3D VISUALISATIONS
change and not to be used for construction or sales and marketing.
DA.21 END PAGE
SITE
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RD KAURI ST
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DIAMOND ST
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DIAMOND LN
Site Location SITE: Lot 1 on RP203032 20 Kauri St, COOROY QLD 4563
Not to Scale
Drawing Register
Issue Date Description Checked
A 8/08/2023 Issued for Concept Design Review PT
B L A C K
W O O D
a r c h i t e c t u r e
Section 3
GENERAL NOTES: LEGEND
AC Airconditioning condensor unit to Builder Spec
AX1 JH 'Axon' Cladding - Paint Finish. Resene Half Iron
DESCRIPTION: PENETRATIONS SOUND TRANSMISSION AND WALL / FLOOR INSULATION EXTERNAL WALLS LANDSCAPING (Hardscape & Softscape)
BAL01 Toughed glass balustrade with powdercoated top rail &
Proposed mixed use building comprising of Cafe, Orthodontics 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.
mullions
Tenancy & 6 sole occupancy Units. 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 BAL02 Powdercoated aluminium AS1428.1 compliant handrail,
POOL
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 SHS profile. Colorbond Paperbark
DEVELOPMENT APPROVAL: A pool and spa safety barrier must be provided in accordance with
3.12-3.15. shaft stairway, public corridor, public lobby or the like or parts of a waterproof render and membrane paint finish to all walls. Render BFC Broom Finish Concrete Slab
Refer MCU/DA report no. MCU10 2076.01 Queensland Development Code MP3.4, AS 1926.1 & 2 and the
different classification. Install an approved and tested / certified and paint finishes to be applied by an approved applicator in BHD Bulkhead
DISABILITY PROVISIONS Building Act (Chapter 8). Resuscitation signs must be mounted in BRR Floor Bearer
EXISTING BUILDING: proprietary type applied acoustic underlay to all internal tiled areas accordance with manufacturer's requirements.
A lift or ramp to serve upper levels is not mandatory (except where prominent positions. BN Basin - refer to Plumbing Fittings Schedule
3 Exiting buildings are on site. The existing Building used as an where ceilings are not installed to units below.
required to satisfy the items above) however where installed, access EXPANSION / CONTROL JOINTS A warning sign must be provided to serve the property prior to the CL Powdercoated aluminium wall mounted folding clothes
Dental Orthodontic practice is to remain operational throughout The walls separating sole occupancy units must have an Rw + Ctr
must be provided to the entrance door of every unit served by the Provide expansion / control joints in accordance with Structural construction of the pool or spa in accordance with Section line
construction of the new building. Public access to Existing Building not less than 50. A wall must have an Rw (airborne) not less than 50, CLG Ceiling - Refer Reflected Ceiling Plan.
lift. Access must also be provided to and within rooms or spaces for Engineer's drawings. Fill expansion joints with a proprietary type 233 of the Building Act 1975. The warning sign must be displayed
is to remain in a safe & compliant manner. if it separates a sole occupancy unit from a plant room, lift shaft, CT Cooktop - refer to appliances schedule
use in common by the residents (e.g. including a cooking facility, water barrier system suitable for location. Install in accordance with until a building certifier has provided a certificate in the approved
stairway, public corridor, public lobby or the like, or parts of a EA.CONC Exposed agregate concrete
SAFETY IN DESIGN: sauna, gymnasium, swimming pool, common laundry, games room, manufacturer's requirements. form stating the pool is a complying pool. The sign must warn
different classification. D.# Door Number. Refer Door Schedule.
A saftey in design report has been prepared to Safe Design individual shop, eating area, or the like) that are served by the lift or 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 DP1 PVC Downpipe - Paint Finish - Colorbond Shale Grey
Australia. Builder & contractors shall familirise themselves with this ramp. pool is under construction on the land and that there is potential DR Clothes dryer. Refer to Appliance Schedule.
kitchen in one sole occupancy unit from a habitable room (other All exposed concrete surfaces and concrete surfaces with applied
report prior to Demolition works commencing. Access is required to and within any level containing accessible danger to young children accessing the land. The sign must be F Fridge. Refer to Appliance Schedule
than a kitchen) in an adjoining unit or separates a sole occupancy render or paint finish shall be formed with minimum class 2
carparking spaces. In a class 7a carpark, PWD car spaces in placed on, or within 1.5m of the road frontage for the land and be FC1 6mm fibre cement cladding with vertical timber cover
DEMOLITION: unit from a plant room or lift shaft must be of discontinuous formwork to achieve uniform quality.
accordance with AS 2890.6 are required at a ratio of 1:100. mounted so that the bottom of the sign is at least 300mm above strips installed as per Architectural Elevations - Paint
Contractor responsible to assess existing site conditions and allow construction, i.e. providing a minimum 20mm cavity between 2 Finish. Resene Rice Cake
Access is required to and into swimming pools with a total CONCRETE COLUMNS ground level. The sign must be visible from the road and be made
for demolition and removal of material as indicated on the separate leaves and for masonry, where wall ties are required to FC2 JH 'Easy Lap' Cladding. Resene Rice Cake
perimeter greater than 40m except where the pool is for the All concrete columns shall be reinforced concrete in accordance of weatherproof material. Lettering on the sign must be not less
drawings. This includes connect leaves, the ties are of the resilient type and for other than FT1 Refer Fixtures Schedule.
exclusive use of a sole occupancy unit in a class 2 building (refer with Structural Engineer's drawings. Class of finish to formwork than 50mm in height and in a bold style.
existing floor, wall and roofing material. Contractor responsible to masonry, there is no mechanical linkage between leaves except at FT2 Refer Fixtures Schedule.
NCC Clause D3.10). columns to be class 2. Provide a proprietary type render and Prior to filling the pool to a depth exceeding 300mm the building FT3 Refer Fixtures Schedule.
assess presence of asbestos and allow for safe removal of the periphery.
Every passenger lift must comply with NCC Clause E3.6 (disability waterproof membrane paint finish to all columns. Render and paint certifier must inspect and provide confirmation (form 17) that the FG Fixed glass- refer to Window Schedule.
hazardous materials. If a duct, soil, waste or water supply pipe including a duct or pipe
requirements). finishes to be applied by an approved applicator in accordance with pool safety barriers are in accordance with the Building Act. FL Flashing
Measures are to be taken to minimize dust & noise disruption such that is located in a wall or floor cavity, serves or passes through
For narrow accessways, passing spaces and turning spaces must be manufacturer's requirements. Backwash and excess pool water must be drained in accordance FLJ Floor Joist
as providing hoarding separation between new construction works more than one sole occupancy unit, the duct or pipe must be FSC Fascia
considered in accordance with NCC D3.3 (20m intervals). with Local Authority requirements.
and existing separated from the rooms of any sole occupancy unit by TANKING FWG Floor Waste Gully
Braille signage is required to common area sanitary facilities. In accordance with NCC Clause G1.1(c), a water recirculation
club operations which are maintained during the construction construction with an Rw + Ctr (airborne) not less than 40 if the Provide proprietary type waterproof membrane tanking system to G# Gate & number - refer to door schedule.
system in a swimming pool with a depth of water more than 300mm
period. STAIRS, HANDRAILS, AND BALUSTRADES adjacent room is a habitable room (other than a kitchen) and not all balconies, terraces, blockwork window reveals, planters, slabs GU Colorbond Half Round Gutter, Shale Grey
must comply with AS 1926.3. A spa pool must comply with AS GD Drain with SS grate
Demolition contractor to be familiar with existing operational in 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 HC Hose Cock
ground and overhead infrastructure which traverses the site and 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 HR Handrail - timber with powdercoated metal wall brackets.
take steps to protect 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 Refer to schedules
during construction. 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. HWU# Hot water unit
Extent of demolition to include all above and below ground must have a non-slip finish and a contrasting nosing. construction with an Rw + Ctr (airborne) not less than 40 if the INS Insulation
Reinforced concrete roof slabs are to be poured with integral fall to
structure sufficient to allow construction of new building. Where it is possible to fall greater than 1000mm to an adjacent adjacent room is a habitable room (other than a kitchen) and not J.## Joinery Type #
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. LIN Linen cupboard - refer to Joinery Drawings
DRAWINGS type trafficable membrane, to be installed in accordance with M Shower mixer
D2.16 of the NCC with balustrades extending not less than 1000mm Prior to construction, details of the proposed construction method
Do not scale off drawings. Dimensions take preference over scale. manufacturer's requirements and shall be applied by an approved MV Mechanical room ventilator
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 NGL Natural Ground Line - Refer to Natural Ground Survey
SET OUT 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 ORS Open Riser stair
Builder to confirm the set out and all levels and dimensions on site penetrate. Where it is possible to fall greater than 4m to an adjacent A flexible coupling must be used at the point of connection P# Post/ column.
does not occur. Colour of membrane shall be selected.
prior to the commencement of the building works. surface, balustrades must have no climbable elements between between the service pipes in a building and any circulating or other PB 10mm Plasterboard with paint finish - Resene 'Rice Cake'
150mm and 760mm above floor level (including hose cocks, A/C pump. EXTERNAL APPLIED EXTERNAL FINISHES PG1 Timber framed open pergola to detail. Paint finish
CONSTRUCTION Resene 'Rice Cake'
condensers on balconies). Where it is possible to fall greater than All applied external membranes / finishes shall be in accordance
All construction shall comply with the requirements of the Building HEALTH AND AMENITY PU Purlin
4m out of a window, balustrades must extend to a height not less with NCC Requirements and AS1530.1 for Non-Combustibility.
Code of Australia 2019 Volume 1 for class 2, 6, 7a, & 9b Building. Toilet doorways within 1200mm of the pan must have lift off hinges, PV# Concrete Pavers, lightly exposed agregate
than 865mm above floor level to protect that window. Staunchions
Type C construction. Building Act 1975. Building Regulations 2006 slide or swing outwards. WATERPROOFING INTERNALLY R Tiled recess in tiled wall - Refer joinery detail
to be @ 1250mm crs. max. RBW1 Rendered 190 series blockwork. White
and all referenced Australian Standards. A storm water drainage management system in accordance with Waterproofing of internal wet areas shall comply with AS 3740.
RBW2 Rendered 290 series blockwork letterbox enclosure. White
EXTERNAL STAIRWAYS AS/NZS 3500.3 must be provided (building drainage and civil Provide a proprietary type liquid or sheet membrane system and
ENGINEERING RS1 Colorbond Custom Orb Roof Sheeting, 'Shale Grey'
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. S Sink
To be read in conjunction with Engineer's drawings and soil report.
NCC and AS 1428.1. Provision for future upgrade to stairways to Engineer as complying with the NCC and AS/NZS 3500.3. Any SE# Shot Edge hardwood timber decking
Refer to engineering drawings for structural design, footing and TIMBER
meet AS 1428.1 requirements, tactile indicators, perimeter handrail cutting or filling of the site, or construction of retaining walls or SC Structural Column Concealed within wall
slab, tie down, bracing and all structural details. All timber to be in accordance with the NCC, Standards Australia AS SCN01 Timber lattice screen to detail. Colorbond 'Paperbark'
to stairs. other structure on site, shall not jeopardize any existing overland
1684.1 and Engineer's Drawings and Termite protected to AS SHR Shower Head
CIVIL ENGINEERING flow drainage system or cause ponding or nuisance storm water.
EXIT SIGNS AND EMERGENCY LIGHTING 3660.1. SF Structural Footing
To be read in conjunction with Engineer's drawings. Refer to Hot water, warm water & cooling water systems in a building must
Provide illuminated exist signs and lighting to comply with Section T# Tiles- refer to Specification
engineers documents for extent of civil works. be installed in accordance with AS/NZS 3666.1. STEELWORK TF1 Painted vertical shadow box timber paling fence, to detail
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, TF2 Standard timber paling fence to Builder Spec
SEWER CONNECTION Engineer's drawings.
the NCC and AS 1562.1. stainless steel or of a corrosion resistant material or as noted T&G# Tongue & Groove Hardwood Flooring
All plumbing points to be connected to sewer as per council
LIFT All wet areas must be waterproofed in accordance with AS 3740. otherwise. Select paint finish. TRF Turf
requirements and in accordance with Hydraulic and Civil TOW Top of Wall
A stretcher facility must be provided to serve the lifts and be able to The floor of each bathroom and laundry located above another sole
Engineer's drawings. PLASTERBOARD FINISH WB1 JH Linea Weatherboard Cladding with mitered corners,
accommodate a raised stretcher with a patient lying on it occupancy unit or public space must be graded to permit drainage
Plasterboard to be finished to level 4 finish and shall be installed in 150mm cover. Paint finish Resene 'Rice Cake'
STORMWATER horizontally by providing a clear space not less than 600mm wide x to a floor waste. WC Toilet
All stormwater shall discharge as per council requirements and in 2000mm long and 1400mm high above the floor level. Artificial lighting must be provided to the common areas of the accordance with AS 2589.1.
WM Washing Machine
accordance with Hydraulic and Civil Engineer's drawings. A warning sign against the use of the lift in a fire must be provided building in accordance with the NCC (including the energy ALUMINIUM AND GLAZING PBWA Plasterboard wet area
in accordance with Clause E3.3 of the NCC. Fire Service controls efficiency provisions) and AS 1680.0. WPM Waterproof membrane
FIRE ENGINEERING Shall be in accordance with AS 2048 & AS 1288, and suit site terrain
must be provided to the lift in accordance with AS 1735.2 or All toilets and/or wet areas not provided with adequate natural W.#.## Window Number
A Performance Solution has been adopted. Refer Fire Engineers category. Aluminium framing shall be select powdercoated unless
Appendix A of AS 1735.1. ventilation must be exhausted to outside in accordance with AS noted otherwise.
report.
Lifts to comply with Clause E3.6 of the NCC, facilities for people with 1668.2
POWER CONNECTION disabilities. Habitable rooms must be served by natural lighting through glazed TILING / CONCRETE FLOORS
Connect mains supply to meter panel via underground connection Access to lift pits must comply with NCC Clause D1.17. Access to lift windows having an area not less than 10% of the floor area they Concrete floor finish tolerance shall be class B. Floor grinding
in accordance with Electrical Engineer's requirements. pits may be through the lowest landing doors where the pit is not serve in accordance with NCC Clause F4.1. Natural ventilation must and/or floor topping with flooding of levelling compound shall be
more than 3m deep, otherwise compliance with NCC Clause be provided by permanent windows, doors or other devices which allowed for to ensure suitable surface finish for the laying of floor
TERMITE PROTECTION tiles.
D1.17b is required. can be opened having an aggregate opening or openable size not
Provide an approved proprietary type termite protection barrier to
Doors shall be FRL -/60/- Fire doors to comply with NCC section less than 5% of the floor area of the room required to be ventilated. FLOOR SURFACES
concrete slab and retaining walls as per manufacturer's
and AS 1735.1. Must be suitable to prevent slips (Standards Australia Handbook
specification and in accordance with AS 3660.1 and the NCC. ENERGY EFFICIENCY
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
VERMIN PROOFING where spillage or wash down is likely. Floors must be suitably
A fire hydrant system must be provided to serve the proposed provisions of Section J of the NCC.
Ensure all soffits, eaves overhangs and under floor areas are vermin graded to drain off liquids where spillage or wash down is likely to
development in accordance with AS 2419.1 and shall be provided ‘Energy efficient lighting’ for a minimum of 80 per cent of total fixed
proof and bird proofed. This includes both new work and existing occur.
where indicated on Hydraulic and Architectural drawings, except as internal lighting must be provided. ‘Energy efficient lighting’ is
building.
otherwise permitted by the approved Fire Engineering Report. lighting with a minimum output of 27 lumens per watt and excludes PAINT SPECIFICATION
Principal Contractor to engage suitably qualified Contractor to
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
assess the project and provide recommendation and quote to
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
supply and install necessary fixtures and fittings to control both land
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
and air born vermin.
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 RESISTANCE must be located within 4m of an exit. Any system valve which can Performance of electrical appliances - airconditioners and heat
External & internal fire separating walls must extend to the fire rated isolate flow in the fire hose reel water supply main must be secured pumps - energy labelling and minimum energy performance POWDERCOATING
slab above or to the underside of the non-combustible roof in the open position by a padlocked metal strap and labelled with standard (MEPS) requirements’. Preperation & application of Aluminium to be powdercoated shall
covering and be sealed at that roof junction with compressed 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
mineral fibre wool. Any eaves must be protected to ensure that the SERVICE VALVE- CLOSE ONLY TO SERVICE FIRE HOSE REELS’. Fire Labelling and Standards rating. Water Efficiency Labelling and DOOR HANDLES
fire separation between the units is maintained. 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
Bedroom windows facing the common walkway must have a sill letters ‘FIRE HOSE REEL’. labelling standards scheme for water efficient products. operable with a single hand.
height not less than 1500mm above finished floor level and the wall A sprinkler system must be provided to serve the basement in Toilet cisterns must have a dual flush function and have a minimum
below the window must have a minimum 1hour fire resistance level accordance with NCC Clause E1.5 and AS2118.1 except as 4-star Water Efficiency Labelling and Standards rating and are LIGHT SWITCHES
to satisfy NCC Clause C3.11. 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
The fire hazard properties of any material (including carpets, vinyls functioning of the toilet. 900- 1100mm above floor level.
FIRE SMOKE DETECTION AND ALARM SYSTEM
& laminates) or assembly to comply with specification C1.10a of the Tap ware must have a minimum 3-star Water Efficiency Labelling VEHICULAR ACCESS TO CARPARK
Provide fire smoke detection and alarm system in accordance with
NCC (if a floor material, floor covering or a wall/ceiling lining) or and Standards rating for taps serving laundry tubs, kitchen sinks Provide entry signage to carpark stating maximum clearance to
AS1670.1, and Electrical Engineer's drawings.
comply with specification C1.10 if not a material applicable under and basins. carpark 2.2 metres. Provide flexible striker bars over entry down to
specification C1.10a. FIRE EXTINGUISHERS Each meterable premises must have an electricity sub-meter max. 2.2 metre height to comply with AS 2890.1 requirements.
Spandrels must be provided to serve the building in Portable fire extinguishers must be provided in accordance with installed which measures only the electricity supplied to that
accordance with NCC Clause C2.6. NCC Clause E1.6 and AS 2444. Provide a CO2 portable fire meterable premises in accordance with QDC MP4.1. The electricity CARPARKING
Electrical supplies to emergency equipment must be fire separated extinguisher to serve each main switch board in the basement car sub-meter must be installed in a common area, and be free of Basement Carparking and External Carparking to comply with
from the building in accordance with Clause C2.13 of the NCC. The park. Provide a 3A40B(E) portable fire extinguisher adjacent to each hindrance or obstruction to a person authorised to read and/or AS 2890.1.
main switchboard must be fire separated from the remainder of the fire hose reel. maintain the electricity sub-meter. A meter label identifying which
DRIVEWAY
building by 120/120/120 fire resistant construction with the meterable premises it is associated with must be affixed or located
SMOKE ALARMS Shall be in accordance with AS 2890.1 and Structural and Civil
doorway protected by a self closing fire door having a fire adjacent to the electricity sub-meter for each meterable premises.
Provide hard wired smoke alarms in accordance with part E2 of the Engineer's drawings.
resistance level not less than -/120/30. Any electrical conductors Glazing must be provided in accordance with AS1170, AS1288 &
NCC and AS 3786. Provide smoke detection systems in
within the building that supply the main switchboard must be fire AS2047. MAINTENANCE ACCESS
accordance with AS 1670 and Electrical Engineer's drawings.
protected in accordance with Clause C2.13. Provide building maintenance access complying with Occupational
BUILDING SEALING
Every doorway that opens onto the External stairways must be CARPARK AND UNIT MECHANICAL VENTILATION Health and Safety 2004 Codes of practice and AS 1891.4. Where a
Window and doors; exhaust fans; construction of roofs, walls and
protected by -/60/30 fire doors that are self closing in accordance The car park exhaust system must comply with Clause 5.5 of person is exposed to the hazard of falling from a building or
floors shall be in accordance with BCA part J3.4, J3.5 and J3.6.
with NCC Clause C3.8a(ii) & (iii). AS1668.1 with the controls for the QFES located to the satisfaction structure while cleaning or maintenance work is being carried out, a
The lifts must be served by -/60/- fire doors complying with of the QFES (typically at the car park vehicular entry point). ROOF INSULATION system design to prevent such falls must be used. Where safety belt
AS1735.11 that are set to remain in the closed position. Provide a mechanical ventilation system to all ensuites, bathrooms R 2.5 bulk insulation ceiling batts to all Roofs. Refer XXXX report. anchorage points are used they must be positioned on the building
All penetrations through fire rated members must be fire protected and laundries in accordance with Mechanical Engineer's or structure so that a lifeline or safety harness may be attached
WALL INSULATION
in accordance with a tested prototype to maintain the fire resistance documents and section F4 of the NCC and AS 1668.2 and AS/NZ before proceeding to a point where it is possible to fall.
R 1.5 bulk insulation to Lightweight External Walls. Wall Insulation
of the element being penetrated in accordance with NCC Clauses 3666.1 Anchorage points for the attachment of safety harnesses must
to Units not required. Refer XXXX report.
C3.12 to C3.15. comply with AS 2626.
An opening in a wall providing access to a garbage shaft must be
protected by a door or hopper of non-combustible construction.
Notes: Rev Date Description Project: Drawing Title: Project No. Drawn By Drawing No.
REV A 3/08/2023 PLANNING APPLICATION ISSUE
Use figured dimensions in preference to scale.
All dimensions to be varified and checked on B L A C K Contact information:
site. These designs, drawings, specifications
PO Box 781 Tewantin Q 4565 Kauri Street Townhouses GENERAL NOTES 202304 PT DA.03
Architect Registration # 5386 QLD
and the copyright thereof are the property of For Davrus
Blackwood and must not be used, retained or W O O D Ph: 0416 037 424
[email protected] Lot 1 on RP203032 20 Kauri St, COOROY Scale Date Project Stage Revision
copied without the written authority of
Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au QLD 4563 1:100 @ A1 8/08/2023 Dev. Application REV A
Section 4
113.11
Stormwater Manhole
Roof Outline
EMT A
17
SP148797
3
2.4
11 112.36
3
2.6
7 11 112.4
2.6 3
EM
11
TC
ay
Concrete Drivew
.31
EMT B
2 150dia (Indicati
112
ve Only)
18
.24
112
9 .50
MCH4856 NORTH BOUNDARY 2.5
112
Not located by
Survey 11 42
108.75 109 109.25 109.50 109.75 110 110.25 110.50 110.75 SP148797 111 111.25 111.50 111.75 94°15'30" | 89.921 112 112.25 112.50 11
2. 112.14
112.53
74
8.
112.37
demolish existing fence GREV 0.30604
10
S T R E E T
demolish existing fence Stormwater Manhole
TREE 0.351810 TREE 0.62012 Telstra Pit
1.5M SETBACK Power pole
remove trees
2.0M SETBACK LIL 0.20707 112.35 .30
2.5M SETBACK 112
Gutter RL115.72
remove trees 112.50
demolish path
108.50
Valve
14
GUM 0.72312 2.
11
remove tree Water Meter
108.25 112.25
111.79
112.10
Gutter RL115.88
.493
RY
9
.07
1.8
WEST BOUNDA
12
112
11
1
8°54'45" | 22
MHOG 0.251307 92
1.
remove tree Ridge RL117.72 11
0
111
111.8
MANGO 0.61212 .5 UMB 0.60705
0
remove tree
4°15'00" | 22.267
EAST BOUNDARY
108
.49
Gutter RL116.0
9 111
1.4
111
.49
300dia (Indicative Only)
11
Not Located by Survey
Edge of Bitumen
.50 demolish fence
Back of Kerb
107.75 111 Gutter RL116.72 111.75
MAHOG 0.351808
Demolish existing dwelling.
K A U R I
Footpath
Decommission all existing services.
107.50 TT 0.551818 Remove all waste from site
remove trees 111.50
GUM 0.62308 111.36
K
remove tree
1.5M SETBAC
111.49
6
111.4
107.25
Lot 1
6
1 .4
111 6
.37 4
1.
11
demolish 11
RP203032 crossover
.30
111
6.0M SETBACK
5 107 3 2
111
1.
11
.30
CP889589 remove tree
1.3
5 111.19
3
Section 5
1.3
11
11
WAT 0.51515
demolish existing paling fence demolish existing paling fence LIL 0.40906
2
13
1.1
remove tree
1.
11
11
107 107.25 107.50 107.75 108 108.25 108.50 108.75 109 109.25 109.50 109.75 SOUTH BOUNDARY 110 110.25 110.50 110.75 111 111 111.25
91
111.23
Footpath
6.
274°09'45" | 91.749
10
110.99
110.42
109 111
11
.60 Edge of Carpark
1.
10
111.04
.94
95
0.
110
06
11
1.
11
Roof Outline
2
Top Door
Top Door
Top Door
Top Door
RL111.63
RL111.62
RL111.67
RL111.64
RL111.69
RL111.57
RL111.57
Top Window
Top Window
Top Window
108 RP203032
107
106
CP
SP129478
109.89
Stormwater Manhole
EXISTING SITE PLAN
1:200
DEMOLITION NOTES:
= to be removed / demolished
Demolition
Standard: To AS 2601.
Demolished materials
Removal: Except for items to be salvaged for reuse in the works and are to be retained and materials to be recycled on site, take possession of demolished
materials and remove them from the site. Do not burn or bury demolished materials on the site.
Recycling: Where possible, dismantle building components for off site recycling.
Support
Temporary supports: Until permanent support is provided, provide temporary support for sections of existing buildings which are to be altered and which rely for
support on work to be demolished.
Encroachment
General: Prevent the encroachment of demolished materials onto adjoining property, including public places.
Security
General: If walls or roofs are opened for alterations or additions, provide security against unauthorised entry.
Asbestos removal
Method: Use wet removal methods recommended in the Code of Practice for the Removal of Asbestos (NOHSC: 2002), including Part 4 for insulation and
lagging, and Part 9 for asbestos cement.
Monitoring: Have dust monitoring performed by an independent testing authority.
Notes: Rev Date Description Project: Drawing Title: Project No. Drawn By Drawing No.
REV A 3/08/2023 PLANNING APPLICATION ISSUE
Use figured dimensions in preference to scale.
All dimensions to be varified and checked on B L A C K Contact information:
site. These designs, drawings, specifications
PO Box 781 Tewantin Q 4565 Kauri Street Townhouses DETAIL SURVEY 202304 PT DA.04
Architect Registration # 5386 QLD
and the copyright thereof are the property of For Davrus
Blackwood and must not be used, retained or W O O D Ph: 0416 037 424
[email protected] Lot 1 on RP203032 20 Kauri St, COOROY Scale Date Project Stage Revision
copied without the written authority of
Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au QLD 4563 1:200 @ A1 8/08/2023 Dev. Application REV A
The text continues on section 6.