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240808 - Sprout As Consturcted 9 BARTLETT RD NOOSAVILLE INDUSTRIAL WAREHOUSES - REV D (002)
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
Materials for construction or maintenance should be stored in designated areas Protective Equipment should be used in accordance with manufacturer’s other manual activity should be restricted in small spaces.
site, or construction of retaining walls or other structure on site, shall not EXPOSED CONCRETE SLAB EDGE
jeopardize any existing overland flow drainage system or cause ponding Exposed concrete slab edge beneath precast concrete wall panels shall away from access ways and work areas. specification.
or nuisance storm water. be formed with Class 1 formwork.
Hot water, warm water & cooling water systems must be installed in CONCRETE COLUMNS, SLABS & AWNINGS
GENERAL NOTES accordance with AS/NZS 3666.1. & AS/NZS 3500.4. Hot water supply All concrete columns, slabs & awnings shall be reinforced concrete in WORK PLACE, HEALTH & 2. FALLING OBJECTS 6. HAZARDOUS SUBSTANCES 8. PUBLIC ACCESS
shall be in accordance with Hydraulic Engineer's drawings. accordance with Structural Engineer's drawings. Class of finish to
(To be read in conjunction with all drawings) formwork to be Class 2. SAFETY REQUIREMENTS LOOSE MATERIALS OR SMALL OBJECTS ASBESTOS Public access to construction and demolition sites and to areas under
Roof coverings must be provided in accordance with Clause F1.5 of the
DESCRIPTION NCC and AS 1562.1. GLAZING Construction, maintenance or demolition work on or around this building is maintenance causes risk to workers and public. Warning signs and secure
Proposed Industrial Warehouses. For alterations to a building constructed prior to 1990:
9 Bartlett Road, Noosaville, QLD
All glazing shall be in accordance with AS 1170, AS 1288 & AS 2047. 1. FALLS, SLIPS, TRIPS likely to involve persons working above ground level or above floor levels. If this existing building was constructed prior to: barriers to unauthorised access should be provided. Where electrical
All wet areas must be waterproofed in accordance with AS 3740. All glazing shall be in accordance with NCC part J1. installations, excavations, plant or loose materials are present they should be
Where this occurs one or more of the following measures should be taken to 1990 - it therefore may contain asbestos
All works to be undertaken in accordance with Development Approval. The floor of each bathroom / wet area / must be graded to permit BUILDING SEALING a) WORKING AT HEIGHTS avoid objects falling from the area where the work is being carried out onto 1986 - it therefore is likely to contain asbestos either in cladding material or in secured when not fully supervised.
drainage to a floor waste to Hydraulic Engineer's drawings. Window and doors; exhaust fans; construction of roofs, walls and floors persons below. fire retardant insulation material. In either case, the builder should check and, if
DRAWINGS
shall be in accordance with NCC Volume 1 part J3. DURING CONSTRUCTION 1. Prevent or restrict access to areas below where the work is being carried
Do not scale off drawings. Dimensions take preference over scale. Artificial internal lighting must be provided to all common areas of the necessary, take appropriate action before demolishing, cutting, sanding, drilling
building in accordance with the NCC (including the energy efficiency DOOR HANDLES Wherever possible, components for this building should be prefabricated off- out. or otherwise disturbing the existing structure.
Drawings to be read in conjunction with General Notes and all provisions), AS1680.0 and in accordance with Electrical Engineer's Provide lever door handles located 900-1100mm above floor level site or at ground level to minimise the risk of workers falling more than two 2. Provide toeboards to scaffolding or work platforms. 9. OPERATIONAL USE OF BUILDING
consultants' drawings and supporting information. drawings. operable with a single hand. 3. Provide protective structure below the work area. POWDERED MATERIALS
metres. However, construction of this building will require workers to be
All drawings have been compiled from survey and existing conditions working at heights where a fall in excess of two metres is possible and injury is 4. Ensure that all persons below the work area have Personal Protective RESIDENTIAL BUILDINGS
information, in addition to site investigations. While every attempt has
Artificial external lighting must be provided to all external areas of the LIGHT SWITCHES Many materials used in the construction of this building can cause harm if
building in accordance with AS1158 and in accordance with Electrical Provide light switches close to doorways and installed between 900- likely to result from such a fall. The builder should provide a suitable barrier Equipment (PPE). inhaled in powdered form. Persons working on or in the building during
been made to verify the accuracy of the information contained in these
drawings, it is the contractor's responsibility to verify drawing content with Engineer's drawings. 1100mm above floor level. All in accordance with Electrical engineer's wherever a person is required to work in a situation where falling more than This building has been designed as a residential building. If it, at a later date, it
drawings.
construction, operational maintenance or demolition should ensure good
on-site conditions. The site is wholly accessible for inspection at any time two metres is a possibility. BUILDING COMPONENTS is used or intended to be used as a workplace, the provisions of the Work
by arrangement with the owner. All toilets and/or wet areas not provided with adequate natural ventilation ventilation and wear Personal Protective Equipment including protection
must be exhausted to outside in accordance with AS 1668.2. During construction, renovation or demolition of this building, parts of the Health and Safety Act 2011 or subsequent replacement Act should be applied
TIMBER against inhalation while using powdered material or when sanding, drilling,
SET OUT All timber to be in accordance with the NCC Volume 1, Standards DURING OPERATION OR MAINTAINANCE structure including fabricated steelwork, heavy panels and many other to the new use.
cutting or otherwise disturbing or creating powdered material.
Builder / contractor to confirm the set out and all levels and dimensions AIR CONDITIONING Australia AS 1684.1 and Engineer's Drawings and Termite protected to
The contractor is to supply power and and drainage services only (no For houses or other low-rise buildings where scaffolding is appropriate: components will remain standing prior to or after supporting parts are in place.
on site prior to the commencement of the building works. AS 3660.1. Durability class 1. NON-RESIDENTIAL BUILDINGS
A/C equipment) for future A/C to be installed by others. Refer Hydraulic Cleaning and maintenance of windows, walls, roof or other components of this Contractors should ensure that temporary bracing or other required support is TREATED TIMBER
CONSTRUCTION (for tundish drainage) and Electrical engineer's drawings for external LANDSCAPING (Hardscape & Softscape) building will require persons to be situated where a fall from a height in excess in place at all times when collapse which may injure persons in the area is a For non-residential buildings where the end-use has not been identified:
units, builders works. Future A/C to be allowed for to all tenancies.
The design of this building may include provision for the inclusion of treated
All construction shall comply with the requirements of the Refer to Landscape Architect's drawings for details. possibility. This building has been designed to requirements of the classification identified
of two metres is possible. Where this type of activity is required, scaffolding, timber within the structure. Dust or fumes from this material can be harmful.
National Construction Code (NCC) 2019 Volume 1 for building class 5, Mechanical lifting of materials and components during construction, on the drawings. The specific use of the building is not known at the time of the
7B +8. Building Act 1975. Building Regulations 2006. Type C STEELWORK ENERGY EFFICIENCY ladders or trestles should be used in accordance with relevant codes of Persons working on or in the building during construction, operational
All steelwork, fittings and fixtures shall be hot dipped galvanised, practice, regulations or legislation. maintenance or demolition presents a risk of falling objects. design and a further assessment of the workplace health and safety issues
construction. maintenance or demolition should ensure good ventilation and wear Personal
stainless steel or of a corrosion resistant material or as noted otherwise. Refer to the Energy efficiency report prepared by NRG consultants.
For buildings where scaffold, ladders, trestles are not appropriate: Contractors should ensure that appropriate lifting devices are used, that loads should be undertaken at the time of fit-out for the end-user.
Select paint finish. Class 5 componenet to comply with teh buiulding fabric requirements of Protective Equipment including protection against inhalation of harmful material
GEOTECHNICAL ENGINEERING
Cleaning and maintenance of windows, walls, roof or other components of this are properly secured and that access to areas below the load is prevented or For non-residential buildings where the end-use is known:
All earthworks and foundation works must be carried out in accordance teh report only . Class 7b/8 component to comply with artificial lighting when sanding, drilling, cutting or using treated timber in any way that may
PLASTERBOARD FINISH component only . building will require persons to be situated where a fall from a height in excess restricted. This building has been designed for the specific use as identified on the
with the "22/0009 Site Classifcation Report" prepared by Global Testing , cause harmful material to be released. Do not burn treated timber.
dated 13/01/2022. Plasterboard to be finished to level 4 finish and shall be installed in Glazing to Class 5 component must achieve a total U value of 6.7 and of two metres is possible. Where this type of activity is required, scaffolding, fall drawings. Where a change of use occurs at a later date a further assessment
accordance with AS 2589.1. SHGC of 0.66. of the workplace health and safety issues should be undertaken.
barriers or Personal Protective Equipment (PPE) should be used in VOLATILE ORGANIC COMPOUNDS
VERMIN PROOFING
Ensure all soffits and eaves overhangs are vermin proofed. Principal FLOOR SURFACES Toilet cisterns must have a dual flush function and have a minimum 4- accordance with relevant codes of practice, regulations or legislation. 3. TRAFFIC MANAGEMENT Many types of glue, solvents, spray packs, paints, varnishes and some
Contractor to engage suitably qualified Contractor to assess the project Must be suitable to prevent slips (Standards Australia Handbook 197 & star Water Efficiency Labelling and Standards rating and are compatible
cleaning materials and disinfectants have dangerous emissions. Areas where
and provide recommendation and quote to supply and install necessary AS/NZS 4586), trips and falls and be impervious to liquids where spillage with the size of the toilet bowl to allow for proper functioning of the toilet. ANCHORAGE POINTS (Non-Residential Only) For building on a major road, narrow road or steeply sloping road: these are used should be kept well ventilated while the material is being used
10. OTHER HIGH RISK ACTIVITY
fixtures and fittings to control both land and air born vermin. Ensure all or wash down is likely. Floors must be suitably graded to drain off liquids
materials used are treated against and white-ant resistant. where spillage or wash down is likely to occur. Tap ware must have a minimum 3-star Water Efficiency Labelling and Anchorage points for portable scaffold or fall arrest devices NEED TO BE Parking of vehicles or loading/unloading of vehicles on this roadway may and for a period after installation. Personal Protective Equipment may also be
Standards rating for taps serving laundry tubs, kitchen sinks and basins. INSTALLED BY AN APPROVED CERTIFIED CONTRACTORfor use by cause a traffic hazard. During construction, maintenance or demolition of this All electrical work should be carried out in accordance with Code of Practice:
required.
STRUCTURAL ENGINEERING FLOOR FINISHES Managing Electrical Risks at the Workplace, AS/NZ 3012 and all licensing
maintenance workers. Any persons engaged to work on the building after building designated parking for workers and loading areas should be provided. The manufacturer’s recommendations for use must be carefully considered at
To be read in conjunction with Structural Engineer's drawings and soil Provide slab set downs in wet areas and ensure all joints between
completion of construction work should be informed about the anchorage Trained traffic management personnel should be responsible for the requirements.
report. Refer to engineering drawings for structural design, footing and adjoining floor finishes to be flush and level so as not to cause trip all times.
slab, tie down, tilit-up panel, bracing and all structural details. hazard. MAINTENANCE ACCESS points. supervision of these areas. All work using Plant should be carried out in accordance with
Provide building maintenance access complying with Occupational For building where on-site loading/unloading is restricted: SYNTHETIC MINERAL FIBRE Code of Practice: Managing Risks of Plant at the Workplace.
CIVIL ENGINEERING Refer to Schedule of interior finishes for more information and details. Health and Safety 2011 Codes of practice and AS 1891:4. Where a All work should be carried out in accordance with Code of
b) SLIPPERY OR UNEVEN SURFACES Construction of this building will require loading and unloading of materials on
To be read in conjunction with Civil Engineer's drawings and soil report. person is exposed to the hazard of falling from a building or structure Fibreglass, rockwool, ceramic and other material used for thermal or sound Practice: Managing Noise and Preventing Hearing Loss at Work.
Refer to engineering drawings for extent of civil works. FORMWORK / CONCRETE while cleaning or maintenance work is being carried out, a system design the roadway. Deliveries should be well planned to avoid congestion of loading
insulation may contain synthetic mineral fibre which may be harmful if inhaled Due to the history of serious incidents it is recommended that particular care be
All exposed concrete surfaces and concrete surfaces with applied render to prevent such falls must be used. Where safety belt anchorage points FLOOR FINISHES Specified areas and trained traffic management personnel should be used to supervise
or paint finish shall be formed with minimum class 2 formwork to achieve are used they must be positioned on the building or structure so that a or if it comes in contact with the skin, eyes or other sensitive parts or the body. exercised when undertaking work involving steel construction and concrete
DRIVEWAY loading/unloading areas.
Shall be in accordance with AS 2890.1 and Structural and Civil uniform quality. lifeline or safety harness may be attached before proceeding to a point If finishes have been specified by the designer, these have been selected to Personal Protective Equipment including protection against inhalation of
For all buildings: placement. All the above applies.
Engineer's drawings. Driveway crossover to be in accordance with Local where it is possible to fall. Anchorage points for the attachment of safety minimise the risk of floors and paved areas becoming slippery when wet or harmful material should be used when installing, removing or working near bulk
Council requirements and council's standard drawing RS-051. Driveways TILING / CONCRETE FLOORS harnesses must comply with AS 2626. Busy construction and demolition sites present a risk of collision where
Concrete floor finish tolerance shall be class B. Floor grinding and/or
when walked on with wet shoes/feet. Any changes to the specified finish insulation material.
must be provided with safety measure to stop vehicles and pedestrians deliveries and other traffic are moving within the site. A traffic management
floor topping with flooding of levelling compound shall be allowed for to MECHANICAL VENTILATION should be made in consultation with the designer or, if this is not practical,
from falls. An RPEQ must certify that measures are adequate. Provide
ensure suitable surface finish for the laying of floor tiles. Provide a mechanical ventilation system to all toilet areas as per surfaces with an equivalent or better slip resistance should be chosen.
plan supervised by trained traffic management personnel should be adopted
TIMBER FLOORS
THESE NOTES MUST BE READ AND
new kerb and channel to crossover in accordance with local authority
requirements and civil engineer's design.All driveway surfaces to be steel mechanical engineer's drawings and in accordance with section F4 of the for the work site.
This building may contain timber floors which have an applied finish.
UNDERSTOOD BY ALL INVOLVED IN THE
All tiling to be supplied and installed to best practice and in accordance NCC, AS 1668.2 and AS/NZ 3666.1.
trowelled concrete - smooth and level finishes to required falls, free of
with Australian Standards. All joints between tiled floor surfaces and FLOOR FINISHES By Owner Areas where finishes are applied should be kept well ventilated during sanding PROJECT.
ponding & light broom non slip finish applied.
adjoining floor surfaces to be flush and free of trip hazard. ROOF INSULATION If designer has not been involved in the selection of surface finishes, the owner 4. SERVICES and application and for a period after installation. Personal Protective
POWER CONNECTION Class 5 building component roof cavity to be insulated with R2.5 is responsible for the selection of surface finishes in the pedestrian trafficable THIS INCLUDES (but is not excluded to the): OWNER, BUILDER,
Equipment may also be required. The manufacturer’s recommendations for
Undertake new works in accordance with Electrical Engineer's drawings. EXTERNAL BLOCKWORK WALLS insulation. Underside of roofsheeting to have R1.3 Anticon . Refer to
All exposed external walls to be as per Detail Wall Type Legend. Refer NRG Energy efficiency report . areas of this building. Surfaces should be selected in accordance with AS HB GENERAL use must be carefully considered at all times. SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS,
TERMITE PROTECTION 10.01. 190 mm core-filled and reinforced concrete blockwork to structural Metal roof sheeting colour to have a solar absorbancy of less than 0.45 197:1999 and AS/NZ4586:2013.
engineer's details. Select proprietary-type waterproof applied non- Rupture of services during excavation or other activity creates a variety of risks MAINTAINERS, DEMOLISHERS.
Provide an approved proprietary type termite protection barrier to
concrete slab and retaining walls as per manufacturer's specification combustible render & membrane paint system to all masonry block WALL INSULATION including release of hazardous material. Existing services are located on or
surfaces such as carpark retaining walls, Electrical enclosure and the bin
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES
and in accordance with AS 3660.1 and the NCC Vol. 1. Class 5 building internal and external walls to be insulated. Refer to NRG around this site. Where known, these are identified on the plans but the exact 7. CONFINED SPACES
enclosure. Render and paint finishes to be applied by an approved Energy efficiency report . Due to design restrictions for this building, steps and/or ramps are included in location and extent of services may vary from that indicated. Services should
WATERPROOFING INTERNALLY applicator in accordance with manufacturer's requirements. the building which may be a hazard to workers carrying objects or otherwise
FLOOR INSULATION be located using an appropriate service (such as Dial Before You Dig), EXCAVATION
Waterproofing of internal wet areas shall comply with AS 3740. occupied. Steps should be clearly marked with both visual and tactile warning
ALUMINIUM Class 5 building internal floor to be insulated to R1.53. Refer to NRG appropriate excavation practice should be used and, where necessary,
Provide water proof membrane to full extent of set downs under tiled All aluminium to be powdercoated with coating suitable for Energy efficiency report during construction, maintenance, demolition and at all times when the building specialist contractors should be used. Construction of this building and some maintenance on the building will require
floors and shower areas using a proprietary Class 3 system . Fall to coastal environments. All powdercoated aluminium awnings, operates as a workplace. Locations with underground power: excavation and installation of items within excavations. Where practical,
wastes. STAIRS, HANDRAILS, AND BALUSTRADES installation should be carried out using methods which do not require workers
pergolas and screens shall be fully welded in accordance The stairways must be not less than 1000mm in clear width between
Building owners and occupiers should monitor the pedestrian access ways and Underground power lines MAY be located in or around this site. All
with structural engineer's details. handrails. Handrails to be provided to both sides of Class 5 staircase. in particular access to areas where maintenance is routinely carried out to underground power lines must be disconnected or carefully located and to enter the excavation. Where this is not practical, adequate support for the
WATERPROOF CONCRETE MEMBRANE
Vapour barrier to U/S of concrete slab . Lapped 200mm at joins and tape Handrail to terminated in accordance with AS1428.1. ensure that surfaces have not moved or cracked so that they become uneven adequate warning signs used prior to any construction, maintenance or excavated area should be provided to prevent collapse. Warning signs and
ALUMINIUM AND GLAZING Tenancy 2 and 3 - Future Handrail allowance to wall side of stairs to be barriers to prevent accidental or unauthorised access to all excavations should
sealed.
Shall be in accordance with AS 1170, AS 2048 & AS 1288, and suit site accomodated in stair width . and present a trip hazard. Spills, loose material, stray objects or any other demolition commencing.
terrain category. Aluminum framing shall be select powdercoat aluminum Stairways must have constant riser dimensions not greater than 190mm matter that may cause a slip or trip hazard should be cleaned or removed from Locations with overhead power lines: be provided.
EXIT SIGNS AND EMERGENCY LIGHTING
unless noted otherwise and constant going dimensions not less than 250mm. Not more than 18 access ways.
Provide illuminated exit signs and lighting to comply with Section E4.2 Overhead power lines MAY be near or on this site. These pose a risk of
and E4.7 of the NCC and AS 2293 part 1. Refer to Electrical Engineer's risers are permitted within a single flight. Stair treads must have a non- Contractors should be required to maintain a tidy work site during construction, ENCLOSED SPACES
All glazing shall be in accordance with AS1170, AS1288 & AS2047. slip finish and a contrasting nosing.
electrocution if struck or approached by lifting devices or other plant and
drawings. maintenance or demolition to reduce the risk of trips and falls in the workplace. For buildings with enclosed spaces where maintenance or other access may
All glazing shall be in accordance with the NCC part J. Where it is possible to fall greater than 1000mm to an adjacent surface, persons working above ground level. Where there is a danger of this occurring,
FIRE RESISTANCE balustrading must be provided in accordance wit Part 2.5 of the NCC Materials for construction or maintenance should be stored in designated areas power lines should be, where practical, disconnected or relocated. Where this be required:
The building shall comply with the NCC specification C1.1 Type C Refer to Door and Window Schedule and Schedule of exterior finishes for Volume 1 with balustrades extending not less than 1000mm above floor away from access ways and work areas. is not practical adequate warning in the form of bright coloured tape or signage Enclosed spaces within this building may present a risk to persons entering for
construction and will require the following fire ratings; more information and details. level or 865mm above the nosing of a stair. Balustrades must not have
should be used or a protective barrier provided. construction, maintenance or any other purpose. The design documentation
External walls(<1.5m, loadbearing): 90/90/90 any gaps that would permit a 125mm sphere to penetrate. Where it is
PROTECTION OF OPENABLE WINDOWS possible to fall greater than 4m to an adjacent surface, balustrades must calls for warning signs and barriers to unauthorised access. These should be
Walls between Tenancy 1 , 2 and 3 : 90/90/90
Where ground level is more than 2 m below floor level, the window shall have no climbable elements between 150mm and 760mm above floor 2. FALLING OBJECTS maintained throughout the life of the building. Where workers are required to
FIRE EXTINGUISHERS be in accordance with part D2.24 of the NCC. level (including hose cocks, A/C condensers on balconies). Where it is enter enclosed spaces, air testing equipment and Personal Protective
possible to fall greater than 4m out of a window, balustrades must extend
Portable fire extinguishers must be provided in accordance with NCC
ELECTRICAL AND LIGHTING to a height not less than 865mm above floor level to protect that window. LOOSE MATERIALS OR SMALL OBJECTS 5. MANUAL TASKS Equipment should be provided.
Clause E1.6 and AS 2444. Provide a CO2 portable fire extinguisher to
Provide an electrical and lighting system in accordance with Electrical Staunchions to be @ 1250mm crs. max.
serve each main switch board . Provide a 3A40B(E) portable fire Construction, maintenance or demolition work on or around this building is
extinguisher adjacent to each fire hose reel. Engineer's documents, NCC Volume 1 part F4, part J, SAA Wiring Rule Balustrade details generally to be in accordance with Architectural SMALL SPACES
and AS3000. drawings. likely to involve persons working above ground level or above floor levels. Components within this design with a mass in excess of 25kg should be lifted
Where this occurs one or more of the following measures should be taken to by two or more workers or by mechanical lifting device. Where this is not For buildings with small spaces where maintenance or other access may be
FIRE HOSE REELS AND HYDRANTS
A fire hydrant system must be provided to serve the proposed Each meterable tenancy must have an electricity sub-meter installed DISABILITY PROVISIONS avoid objects falling from the area where the work is being carried out onto practical, suppliers or fabricators should be required to limit the component required:
development in accordance with AS 2419.1 and shall be provided where which measures only the electricty supplied to that meterable tenancy in Provide access to new building works, to and with in all area's normally persons below. mass. Some small spaces within this building will require access by construction or
indicated on Hydraulic engineer's drawings, except as otherwise accordance with QDC MP4.1. The electricity sub-meter must be installed used by the occupants in accordance with the NCC section D, AS 1428.1
in a common area and be free of hindrance or obstruction to a person and AS 1428.4. 1. Prevent or restrict access to areas below where the work is being carried All material packaging, building and maintenance components should clearly maintenance workers. The design documentation calls for warning signs and
permitted by the approved Fire Engineering Report. Provision must be
made for the disposing of fire hydrant test water to a suitable drain for the authorised to read and/or maintain the electricity sub-meter. The meter Braille signage is required to all sanitary facilities in accordance out. show the total mass of packages and where practical all items should be barriers to unauthorised access. These should be maintained throughout the
label identifying the tenancy it is associated with must be affixed or with the NCC and AS 1428.1. life of the building. Where workers are required to enter small spaces they
purpose of flow testing. 2. Provide toeboards to scaffolding or work platforms. stored on site in a way which minimises bending before lifting. Advice should
located adjacent to the electricty sub-meter for each tenancy.
3. Provide protective structure below the work area. be provided on safe lifting methods in all areas where lifting may occur. should be scheduled so that access is for short periods. Manual lifting and
CAR PARKING EXIT SIGNS AND EMERGENCY LIGHTING
External Car parking to comply with AS 2890.1 and AS 2890.6 EXPANSION / CONTROL JOINTS Provide illuminated exit signs and lighting to comply with Section E4.2 4. Ensure that all persons below the work area have Personal Protective Construction, maintenance and demolition of this building will require the use of other manual activity should be restricted in small spaces.
Provide expansion / control joints in accordance with Structural and E4.5 of the NCC and AS 2293 part 1. Refer to Electrical Engineer's Equipment (PPE). portable tools and equipment. These should be fully maintained in accordance
DISABILITY PROVISIONS Engineer's drawings. Fill expansion joints with a proprietary type water drawings for details.
with manufacturer’s specifications and not used where faulty or (in the case of
Braille signage is required to common area sanitary facilities and to all barrier system suitable for location. Install in accordance with
manufacturer's requirements. BUILDING COMPONENTS electrical equipment) not carrying a current electrical safety tag.
required exits as per the NCC part D3.6 and AS1428.1.
During construction, renovation or demolition of this building, parts of the All safety guards or devices should be regularly checked and Personal 8. PUBLIC ACCESS
HEALTH AND AMENITY EXTERNAL PRECAST CONCRETE WALLS Protective Equipment should be used in accordance with manufacturer’s
structure including fabricated steelwork, heavy panels and many other
Toilet doorways within 1200mm of the pan must have lift off hinges, slide All external precast concrete wall panels shall be in accordance with specification.
Structural Engineer's drawings. Class of finish to formwork and casting components will remain standing prior to or after supporting parts are in place. Public access to construction and demolition sites and to areas under
or swing outwards.
beds to be Class 1. Contractors should ensure that temporary bracing or other required support is maintenance causes risk to workers and public. Warning signs and secure
A storm water drainage management system in accordance with AS/NZS in place at all times when collapse which may injure persons in the area is a barriers to unauthorised access should be provided. Where electrical
3500.3 must be provided (building drainage and civil drainage). The EXPOSED CONCRETE SLAB EDGE
system must be designed and certified by an RPEQ Engineer as Exposed concrete slab edge beneath precast concrete wall panels shall
possibility. 6. HAZARDOUS SUBSTANCES installations, excavations, plant or loose materials are present they should be
complying with the NCC and AS/NZS 3500.3. Any cutting or filling of the be formed with Class 1 formwork. Mechanical lifting of materials and components during construction, secured when not fully supervised.
site, or construction of retaining walls or other structure on site, shall not maintenance or demolition presents a risk of falling objects. ASBESTOS
REV DESCRIPTION DRAWN DATE
jeopardize any existing overland flow drainage system or cause ponding CONCRETE COLUMNS, SLABS & AWNINGS Contractors should ensure that appropriate lifting devices are used, that loads
or nuisance storm water. All concrete columns, slabs & awnings shall be reinforced concrete in For alterations to a building constructed prior to project 1990: drawing
accordance with Structural Engineer's drawings. Class of finishAto BUILDING APPROVAL AC/NN 03/08/22 are properly secured and that access to areas below the load is prevented or If this existing building was constructed prior to:
formwork to be Class 2. B BUILDING APPROVAL AC/NN 12/08/22
restricted.
Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL 9. OPERATIONAL USE GENERAL
OF BUILDING NOTES & SAFETY REPORT
Hot water, warm water & cooling water systems must be installed in 1990 - it therefore may contain asbestos
accordance with AS/NZS 3666.1. & AS/NZS 3500.4. Hot water supply
C
D
BUILDING APPROVAL
B.A - AS BUILTS FOR CERTIFICATION
KT/AC
NN
13/09/22
08/08/24
Cnr Gardak Street
SUNCOAST & Surf Road
RESORT BUSINESS CENTRE WAREHOUSES
GLAZING Alexandra Headland 1986
Q 4572 - it therefore is likely to contain asbestos either in cladding material or in Copyright of this document remains the exclusive
shall be in accordance with Hydraulic Engineer's drawings. SUITE 2 CNR GARDAK ST & SURF RD RESIDENTIAL BUILDINGS
All glazing shall be in accordance with AS 1170, AS 1288 & AS 2047. fire retardant insulation material. In either case, the
for builder should check and, if property of SPROUT ARCHITECTS PTY LTD
POALEXANDRA HEADLAND
Box 6232, Maroochydore BC Q 4558 Qld 4572 ABN 23 123 917 724.
Roof coverings must be provided in accordance with Clause F1.5 of the All glazing shall be in accordance with NCC part J1. 3. TRAFFIC MANAGEMENT PO BOX 6232 MAROOCHYDORE necessary, take BC appropriate Qldaction
4558 OLD cutting,
before demolishing, SEA sanding,
DOG drilling
9 PTY LTD 8/08/2024 KT/AC scale AS SHOWN
NCC and AS 1562.1. P PH07 :5443 5028 F 07 5479 2380 | ABN 23 123 917 724 This building has been designed as adateresidential building. If it, at drawn
a later date, it @ A1
Contractors are to verify all dimensions and levels on
BUILDING SEALING 07 5443 5028 or otherwise disturbing
FAX:07 the5479
existing
2380structure. at site prior to commencing. Report all discrepancies to
[email protected]
ABN | sproutarchitects.com.au
23 123 917 724 is used or intended to be used as a workplace, the provisions of the Work the Architect. Use figured dimensions in preference
All wet areas must be waterproofed in accordance with AS 3740. Window and doors; exhaust fans; construction of roofs, walls and floors For building on a major road, narrow road or steeply sloping road: 9 BARTLETT ROAD NOOSAVILLE QLD to scaled.
shall be in accordance with NCC Volume 1 part J3. EMAIL: [email protected] Health and Safety Act 2011 or subsequent replacement Act should be applied
Parking of vehicles or loading/unloading of vehicles on this roadway may POWDERED MATERIALS drawing no. 21015 CD10.02 revision D
The floor of each bathroom / wet area / must be graded to permit to the new use.
DOOR HANDLES cause a traffic hazard. During construction, maintenance or demolition of this Many materials used in the construction of this building can cause harm if
drainage to a floor waste to Hydraulic Engineer's drawings.
Provide lever door handles located 900-1100mm above floor level building designated parking for workers and loading areas should be provided. inhaled in powdered form. Persons working on or in the building during
NON-RESIDENTIAL BUILDINGS
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