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240808 - Sprout As Consturcted 9 BARTLETT RD NOOSAVILLE INDUSTRIAL WAREHOUSES - REV D (002)
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9 BARTLETT ROAD NOOSAVILLE QLD PROPOSED NEW INDUSTRIAL WAREHOUSES. B.A. ISSUE - AS BUILT FOR CERTIFICATION REV DESCRIPTION DRAWN DATE project drawing A BUILDING APPROVAL AC/NN 03/08/22 B BUILDING APPROVAL AC/NN 12/08/22 Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL COVER SHEET 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 Alexandra SUITE 2 Headland Q 4572 CNR GARDAK ST & SURF RD Copyright of this document remains the exclusive for property of SPROUT ARCHITECTS PTY LTD POALEXANDRA HEADLAND Box 6232, Maroochydore BC Q 4558 Qld 4572 ABN 23 123 917 724. PO BOX 6232 MAROOCHYDORE BC Qld 4558 OLD SEA DOG 9 PTY LTD date 8/08/2024 drawn KT/AC scale AS SHOWN Contractors are to verify all dimensions and levels on P PH 07 :5443 5028 07 5443 F 07 5479 2380 | ABN 5028 FAX:07235479 123 917 2380724 at @ A1 site prior to commencing. Report all discrepancies to [email protected] ABN | sproutarchitects.com.au 23 123 917 724 9 BARTLETT ROAD NOOSAVILLE QLD the Architect. Use figured dimensions in preference to scaled. EMAIL: [email protected] drawing no. 21015 CD00.01 revision D
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Full text of sections 2 to 6 (of 26)
Section 2
SITE INFORMATION
9 BARTLETT ROAD NOOSAVILLE QLD LOT 48, 9 BARTLETT ROAD, NOOSAVILLE
PLAN NO. RP173566
PROPOSED NEW INDUSTRIAL WAREHOUSES PARISH. NOOSA
COUNTY. MARCH
B .A ISSUE LOCALITY. NOOSAVILLE
LOCAL GOVERNMENT. NOOSA SHIRE COUNCIL
DRAWING LEGENDS:
Elevation / Section Legend Setout Legend Floor / Roof Plan Legend Reflected Ceiling Plan Legend Door & Window Legend Detail Wall Type Legend
WT 1
COL Reinforced concrete column. Refer to A/C Air-Conditioning unit as per General WALL TYPE 1, PRECAST TILT-UP PANEL.
BAL Balustrade typical - 90mm wall with AFFL Above finished floor / slab level Performance criteria - FRL 90/90/90 (when closer than 1.5 m to a
structural engineer's drawings for Notes Glazed Door / Window number
Linea Cladding to outside and 6mm CBS 0.42 mm BMT Lysaght Colorbond fire-source feature), Thermal, no requirement.
Villaboard cladding to inside details. BAL Balustrade typical -
Custom orb roof sheeting, direct fixed to XX.XX Glazing unit Nominated System - 150 mm precast and reinforced concrete tilt-
BC Colorbond flashing to roof ends DO Grated inlet as per civil engineer's Min. 1000h high wall lined with
roof structure and installed in accordance up panels to structural engineer's details. Select applied proprietary
CBR 0.42 mm BMT Lysaght Colorbond drawings and details cladding as indicated on drawings Door / Window Type
Trimdek roof sheeting, laid over Anticon 60 DP UPVC rainwater downpipe to LOSP treated pine top rail
with manufacturer's specifications and
details.Colour Colorbond "Surfmist" finish.
type paint finish as scheduled and where nominated (refer Sheet no. Sheet Name: Status
hydraulic consultants details, with a 45° BC Colorbond flashing to roof ends Door number elevations).
R1.3 Foil faced roofing insulation blanket on CF Ceiling finish Maximum total wall system thickness exclusive of linings = 150 mm
galvanized safety mesh, Installed in transition, fixed to wall BL Vehichle Bollard with light CD00.01 COVER SHEET D
CH Ceiling Height XX.XX Door unit WT1 a
accordance with manufacturer's specifications on stand-off brackets, select paint BL1 Vehichle Bollard
COL Reinforced concrete column, WALL TYPE 1a, PRECAST TILT-UP PANEL.
finish to match wall finish BR Bicycle Rack Door Type
and details.
FFL Finished floor / slab level CBR 0.42 mm BMT Lysaght Colorbond
300 mm Ø. Refer to structural Performance criteria - FRL 90/90/90 (when closer than 1.5 m to a CD10.01 LEGENDS & DRAWING SCHEDULE D
COL Reinforced concrete column. Refer to engineer's drawings for details. fire-source feature), Thermal - Insulation to inside face R1.3
PF Pad footing as per Trimdek roof sheeting, laid
structural engineer's drawings for details.
structural engineer's details over roofing blanket insulation,
D.P UPVC rainwater downpipe to hydraulic AD.XX
10mm Plasterboard finish fixed to furring channels . Paint finish CD10.02 GENERAL NOTES & SAFETY REPORT D
DP UPVC rainwater downpipe to hydraulic consultants details, with a 45° transition, Combined Glazing Unit Select applied proprietary type paint finish as scheduled and where
consultants details, with a 45° transition, fixed RL Reduced level Installed in accordance with AW.XX
RTR Roller door threshold as per manufacturer's specifications and
fixed to wall on stand-off brackets, select nominated (refer elevations). CD10.03 SAFETY IN DESIGN REPORT 1 D
to wall on stand-off brackets, select paint paint finish to match roof sheeting.
finish to match wall finish. structural engineer's details details.
ERS Exposed roof structure. Foil faced Combined Glazing Units WT 2 (Car park only) CD10.04 SAFETY IN DESIGN REPORT 2 D
FC Versilux 9mm FC soffit butt jointed SC Slab saw cut as per structural COL Reinforced concrete column. Refer
insulation blanket on galvanized safety WALL TYPE 2, EXTERNAL BLOCKWORK WALLS.
FF Floor finish as selected engineer's details to structural engineer's drawings for Aluminium-framed windows (AW) units that incorporate
mesh over top of new roof frame structure Performance criteria - FRL no requirement, Thermal, no CD10.05 SAFETY IN DESIGN REPORT 3 D
FG Fascia gutter, as per hydraulic engineer's SHS Hot dipped galvanized square details.
FG Fascia gutter, colour to match roof Glazing Doors (AD) are tabled in the Door and Window requirement.
details hollow section as per structural CWC Metal cladding. Refer elevations
sheeting, as per hydraulic Nominated System - 190 mm core-filled and reinforced concrete
FL Colorbond flashing engineer's detail DB Distribution Board
engineer's details
Schedule with the corresponding Door. For example CD10.06 SITE PLAN D
TR Door threshold as per AS 1428.1 DO Grated inlet as per civil engineer's refer to AD.01 for WD.01 where these exist as a blockwork wall. Select applied proprietary type waterproof render
PB 10 mm plasterboard wall / ceiling FS Floor structure / concrete slab and membrane paint finish to both sides as scheduled. Provide
lining, flush finished and square set. drawings and details
SHS Hot dipped galvanized square combined glazing unit.
drainage and backfill to top end side of wall as per structural / civil
CD20.01 GROUND FLOOR PLAN D
Select paint finish. Notes: DP UPVC rainwater downpipe to
hollow section as per structural engineer's details.
PJ Panel Joint Refer to civil and structural engineer's hydraulic consultants details, with a
engineer's detail AD Aluminium-framed door Maximum total wall system thickness exclusive of linings = 190 mm
CD20.02 MEZZANINE D
PCP 150 mm precast and reinforced concrete drawings for more information and other 45° transition, fixed to wall
PCO Select paint finish to concrete soffit AW Aluminium-framed window
tilt-up panels to structural engineer's details. building & civil requirements. on stand-off brackets, select paint CD20.03 ROOF PLAN D
U/S Underside FGL Fixed glass panel WT 3
Select applied proprietary type paint finish finish to match wall finish.
VS 9 mm Versilux FC soffit sheet on FSL Finished slab level WALL TYPE 3, INTERNAL 90mm STUD WALLS.
DRY Dryer
as scheduled Refer to CD10.02 for General Notes
DW Dishwasher
furring channels,all fixings to be counter TD Timber-framed door Performance criteria - FRL, no reqirement, THERMAL -no thermal CD30.01 NORTH & SOUTH ELEVATIONS D
PCO 150 mm precast and reinforcedconcrete tilt- and other building requirements. sunk and flush finished. Installed MD Industrial Roller Shutter Door requirement
FF Floor finish - as scheduled
up panels to structural engineer's details.
FFL Finished floor / slab level
in accordance with manufacturer's VSD Vision safety decal as per 10 mm plasterboard to internal faces, selected paint finish. CD30.02 EAST & WEST ELEVATIONS D
Off-form finish specification. Select paint finish.
PF Pad footing as per Joinery Legend FG Fascia gutter, colour to match roof
WPB Water resistant plasterboard
clause 5.1 AS1288
WT3a CD30.03 SECTIONS A and B D
structural engineer's details sheeting, as per hydraulic
RBW 190 mm core-filled and reinforced concrete ADJ Adjustable Shelf engineer's details
flush finished and square set. Select Door & Window Schedule Notes WALL TYPE 3, INTERNAL 90mm STUD WALLS.
paint finish as scheduled Performance criteria - FRL, no reqirement, THERMAL - as per CD30.04 SECTIONS C and D D
blockwork to structural engineer's details. BM Basin mixer - as scheduled FL Colorbond flashing
- All dimensions shown are approximate openings only. Energy Efficiency report
Select proprietary-type waterproof applied BT Benchtop, Select stone finish - as scheduled HC Hose cock
non-combustible render & membrane paint CH Coat / clothes hanger - as scheduled HWD Hardwood Exit light. Refer to electrical engineer's
All measurements to be taken from job on site. 10 mm plasterboard to internal faces, selected paint finish. CD30.05 SECTIONS E and F D
HWS Hot Water System to electrical EX - All glazing shall be in powdercoated aluminium
system to all masonry block surfaces such CT Cooktop - as scheduled drawings for details
as carpark retaining walls. DRW Draw engineer's specifications frames with clear glass unless noted otherwise. CD30.06 EXTERNAL COLOUR SELECTIONS D
MB Motorcycle parking space WT 4
RL Reduced level DR Dryer - as scheduled Painted concrete soffit - All mezzanine windows shall have painted 19 mm
WALL TYPE 4, EXTERNAL 90mm STUD WALLS.
SH Sunhood - 9mm flate plate select DW Dishwasher - as scheduled MSB Meter boxes / main switchboard
pine reveals & 42x12 mm pine architraves. Builder to Performance criteria - FRL, no reqirement, THERMAL , as per
CD40.01 GROUND FLOOR SETOUT D
aluminium window awning over. 'Heka' EQ Equal dimension NBN National broadband network Plasterboard ceiling lining allow for reveals in opening sizes. Energy efficiency report.
proprietart type sun hood o.e.o FF Floor finish connection flush finished / square set 10 mm plasterboard to internal faces, select paint finish.
CD50.01 REFLECTED CEILING PLAN D
FW Floor waste PJ Panel Joint - Architraves to be 42x12 mm pine with bevelled edge,
WBC 1 James Hardie "Linea", 150 mm fibre cement External cladding -James Hardie 'Linea' 150mm FC weatherboard
weatherboard system installed over vapour GPO General power outlet RB Waste Bins semi-gloss paint finish. CD70.01 DOOR & WINDOW SCHEDULES D
Stramit Premier 300 soffit cladding
permeable membrane. GR Grab rail - as scheduled REF Refrigerator - All glazing shall be in accordance with AS 2048 & AS
RL Reduced level WT4a
WBC 2 James Hardie FC wall cladding - "Matrix" HWS Hot Water System to electrical engineer's 1288 and shall suit site terrain category. CD80.01 DETAILS D
RTR Roller door threshold as per Versilux FC soffit WALL TYPE 4a, EXTERNAL STUD WALLS.
Compressed FC cladding details and specifications
structural engineer's details flush finished. - All internal hinged doors to be in timber frames. Performance criteria - FRL, no reqirement, Thermal - no
CWC Lysaght Enseam 265 installed over battens KB Kickboard, laminate finish - as scheduled CD90.01 JOINERY DETAILS D
S Sink - as scheduled requirement
over Vapour permeable sisalation. LM Laminate - as selected
MI Mirror SH Sunhood - 9mm flate plate select Reflected Ceiling Notes External cladding -James Hardie 'Linea' 150mm FC weatherboard
MX Sink mixer - as scheduled aluminium window awning over. Notes: to outside and James Hardie Matrix 9mm fixed over Matrix Cavity CD90.02 SCHEDULE OF INTERIOR AND EXTERIOR FINISHES D
- All ceiling levels measured from finished floor level trim to inside of wall/balustrade
OV Oven - as scheduled 'Heka' proprietart type sun hood Refer to CD10.02 for General Notes
REF Refrigerator - as scheduled o.e.o respective to each room.
and other building requirements.
CD90.03 SCHEDULE OF FIXTURES AND JOINERY D
SHR Shower - All lights & electrical fittings by others WT4b
RH Rangehood - as scheduled
SHS Hot dipped galvanized square - Refer specification for additional information and WALL TYPE 4b, EXTERNAL STUD WALLS.
RL Reduced level Refer to Schedule of interior finishes for more
hollow section as per structural CWC fixed to top hat sections and James Hardie Matrix 9mm
S Sink - as scheduled fitting selections. information and other building requirements.
engineer's detail fixed over Matrix Cavity trim to inside of wall/balustrade
SD Soap dispenser - as scheduled - All electrical works to be carried out by licenced
SEAT Shower Bench Seat - as scheduled SW Indicative Storm Water Service
TR Door threshold as per AS 1428.1 electrical contractor. WT 5
SH Shelf
WB Wall basin - as scheduled - All electrical and lighting fittings & fixtures and their WALL TYPE 5, INTERNAL 90mm STUD WALLS.
SHC Shower curtain
WC Water closet - as scheduled installation to comply with the NCC and relevant Performance criteria - FRL no requirement, Thermal, no
SHR Shower
WBC1 FC cladding Type 1. Refer requirement.
SM Shower mixer - as scheduled Australian Standards.
elevations Provide 18 mm Marine grade plywood to inside of PWD , floor to
SR Shower rose - as scheduled
WBC 2 FC cladding Type 2. Refer ceiling, 6 mm Villaboard lining to all sides, waterproofing where
SS Shower shelf - - as scheduled
elevations required , select paint / tilefinish.
TD Towel dispenser - as scheduled
TRH Toilet roll holder- as scheduled WM Washing Machine Notes:
TS Tiled skirting - as scheduled WS Wheel stop as per AS 2890.1 Refer to CD10.02 for General Notes
WB Wall-hung basin - as scheduled requirements and other building requirements.
WC Water closet - as scheduled WT X Wall type - refer to wall type
WPB Water resistant plasterboard, schedule Refer to Schedule of interior finishes for more
select paint finish - as scheduled information and other building requirements.
WM Washing Machine - as scheduled Glazed Door / Window number
WT Wall tiles - as scheduled
WT X Wall type - refer to wall type schedule XX.XX Glazing unit
Notes: Door / Window Type
Refer to CD10.02 for General Notes Door number
and other building requirements.
XX.XX Door unit
Refer to Schedule of Appliances, Schedule of Door Type
Fittings & Fixtures, Schedule of Interior Finishes and
AD.XX
Schedule of Joinery for more information and other
Combined Glazing Unit
building requirements. AW.XX
Joinery Notes Combined Glazing Units
Aluminium-framed windows (AW) units that incorporate
- Building and joinery contractor to confirm all joinery finishes, Glazing Doors (AD) are tabled in the Door and Window
sizes for appliances, fixtures, fittings, accessories and the Schedule with the corresponding Door. For example
like prior to construction and installation of all joinery and refer to AD.01 for WD.01 where these exist as a
plumbing related items. combined glazing unit.
- Provide noggins, packing and/or blocking as required in wall
frames for direct fixing of all joinery, fixtures, accessories
REV
Set down
DESCRIPTION DRAWN DATE
and the like.
Setdown joists in bath room and under W.M.
- Tiles shown are indicative only. Confirm tile size and setout 50mm to allow fall to floor waste in tile project drawing
A BUILDING APPROVAL AC/NN 03/08/22
with proprietor. B bedding. JH
BUILDING Secura flooring to be full
APPROVAL AC/NN 12/08/22 Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL LEGENDS & DRAWING SCHEDULE
- Provide shelf stiffening rails and wall plates where required. waterproofed to puddle flange drain
C
D
- Confirm selection of all finishes and fixtures with proprietor.
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
Alexandra
SUITE 2 Headland Q 4572
CNR GARDAK ST & SURF RD Copyright of this document remains the exclusive
for property of SPROUT ARCHITECTS PTY LTD
Notes: POALEXANDRA HEADLAND
Box 6232, Maroochydore BC Q 4558 Qld 4572 ABN 23 123 917 724.
Refer to CD10.02 for General Notes PO BOX 6232 MAROOCHYDORE BC Qld 4558 OLD SEA DOG 9 PTY LTD date 8/08/2024 drawn KT/AC scale AS SHOWN Contractors are to verify all dimensions and levels on
and other building requirements. P PH
07 :5443 5028
07 5443 F 07 5479 2380 | ABN
5028 FAX:07235479
123 917
2380724 at
@ A1
site prior to commencing. Report all discrepancies to
[email protected]
ABN | sproutarchitects.com.au
23 123 917 724 9 BARTLETT ROAD NOOSAVILLE QLD
the Architect. Use figured dimensions in preference
Refer to Schedule of exterior and interior to scaled.
EMAIL: [email protected] drawing no. 21015
finishes, as well as Schedule of Fittings & CD10.01 revision D
Fixtures for more information and other
building requirements.
Section 3
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
Section 4
ARCHITECTURAL SAFETY IN DESIGN REPORT
PROJECT DESCRIPTION NEW WAREHOUSE, INDUSTRIAL DEVELOPMENT PROJECT ADDRESS 9 BARTLETT ROAD, NOOSAVILLE, QUEENSLAND LEGISLATION THE FOLLOWING SAFETY AND DESIGN REPORT HAS BEEN COMPLETED IN ACCORDANCE WITH THE FOLLOWING STATUTORY LAWS & REFERENCE DOCUMENTS:
- LEGISLATIVE GUIDE - DESIGNER WRITTEN REPORT FOR A STRUCTURE (LG-DR) (WORKPLACE HEALTH AND SAFETY QLD)
- WORKPLACE HEALTH AND SAFETY QLD WEBSITE, DESIGNERS OBLIGATIONS.
CLIENT OLD SEA DOG 9 PTY LTD - QUEENSLAND GOVERNMENT'S WORKPLACE HEALTH AND SAFETY ACT 2011, QUEENSLAND GOVERMENT.
- SAFE DESIGN OF STRUCTURES - CODE OF PRACTICE, SAFE WORK AUSTRALIA.
PROJECT ARCHITECT PAUL BRAITHWAITE EXCLUSIONS THIS REPORT AIMS ONLY TO ADDRESS ITEMS SUCH AS SITE CONDITIONS, CONSTRUCTION METHODS AND DESIGN FEATURES THAT ARE UNIQUE OR SPECIFIC
TO THIS PROJECT
RISK ASSESSMENT MATRIX
The following risk assessment matrix has been used to assess the risks associated with identified hazards; each risk is assessed before any control measures are applied
(Raw Risk Level) and then reassessed after the suggested control measures are applied in accordance with the applicable standards (Revised Risk Level):
CONSEQUENCE OF INCIDENT OCCURING
LIKELIHOOD OF INCIDENET OCCURING SCORE RISK CATEGORY ACTION
INSIGNIFICANT MINOR MODERATE MAJOR CATASTROPHIC
No injuries First Aid only Medical treatment required Extensive injuries Death
CERTAIN 2 3 4 4 4 4 ACUTE Risk requires immediate action and attention to mitigate likelihood of consequence.
LIKELY 2 3 3 4 4 3 HIGH High level of management attention is required.
POSSIBLE 1 2 3 4 4 2 MODERATE Management required through specific monitoring and response procedures.
UNLIKELY 1 1 2 3 4 1 LOW Management required through routine procedures.
RARE 1 1 2 3 3
SITE HAZARDS These hazards apply to the demolition of existing structures as well as the construction and maintenance of new construction.
HAZARD CATAGORY DETAIL OF HAZARD RAW RISK LEVEL RECOMMENDED AND EXISTING REVISED RISK LEVEL ACTION
CONTROL MEASURES
S1 Access and Egress Access to the site is from a medium traffic road, potential for Recommend contractor provide a traffic management plan for Principal/Maintenance/Demolition Contractor
collision with vehicles. 4 the site. 3
S2 Adjoining Areas The site backs onto other industrial areas, potential for persons using Recommend that works are controlled and maintained within the Principal/Maintenance/Demolition Contractor
these areas to be injured. 4 site boundaries. 3
S3 Crane Operation Risk of falling objects striking vehicles, pedestrians and users of Contractor to ensure safe access for pedestrians and vehicles; Consider Principal/Maintenance/Demolition Contractor
adjoining areas. 4 crane location in relation to adjoining areas. 3
S4 Electrical Works on or near energised electrical installations are defined as Contractor to put in place a Safe Work Method Statement prior to Principal/Maintenance/Demolition Contractor
high risk construction work. 4 commencing works. 3
S5 Electrical Risk of contact with underground power. Confirm locations of any underground power prior to works Principal/Maintenance/Demolition Contractor
4 commencing. 3
S6 Noise Risk of noise affecting persons in adjoining buildings.
Follow DA Conditions regarding hours of work.
Principal/Maintenance/Demolition Contractor
3 2
S7 Underground Contact with underground services including power, gas, Confirm locations of any underground power prior to works Principal/Maintenance/Demolition Contractor
telecommunications, sewer, water and stormwater. 4 commencing. 3
Services
S8 Earthworks Potential to disturb acid sulfate soils. Develope an acid sulfate soil management plan, refer to geotechnical Principal/Maintenance/Demolition Contractor
3 report for details. 1
Refer to geotechnical report for advice on ground water control,
S9 Climatic Conditions Potential site inundation through flooding. dewatering and drainage. Recommend flooding be included in
Principal/Maintenance/Demolition Contractor
4 3
emergency plan.
S10 Overhead Services Contact with live electricity cables Confirm locations of any overhead power. Liaise with supply authority for Principal/Maintenance/Demolition Contractor
4 3
sheilding/ proping/ diversion of existing services
REV DESCRIPTION DRAWN DATE
project drawing
A BUILDING APPROVAL AC/NN 03/08/22
B BUILDING APPROVAL AC/NN 12/08/22 Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL SAFETY IN DESIGN REPORT 1
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
Alexandra
SUITE 2 Headland Q 4572
CNR GARDAK ST & SURF RD Copyright of this document remains the exclusive
for property of SPROUT ARCHITECTS PTY LTD
POALEXANDRA HEADLAND
Box 6232, Maroochydore BC Q 4558 Qld 4572 ABN 23 123 917 724.
PO BOX 6232 MAROOCHYDORE BC Qld 4558 OLD SEA DOG 9 PTY LTD date 8/08/2024 drawn KT/AC scale AS SHOWN Contractors are to verify all dimensions and levels on
P PH
07 :5443 5028
07 5443 F 07 5479 2380 | ABN
5028 FAX:07235479
123 917
2380724 at
@ A1
site prior to commencing. Report all discrepancies to
[email protected]
ABN | sproutarchitects.com.au
23 123 917 724 9 BARTLETT ROAD NOOSAVILLE QLD
the Architect. Use figured dimensions in preference
to scaled.
EMAIL: [email protected] drawing no. 21015 CD10.03 revision D
Section 5
CONSTRUCTION These hazards include the demolition of existing structures.
HAZARD CATAGORY DETAIL OF HAZARD RAW RISK LEVEL RECOMMENDED AND EXISTING REVISED RISK LEVEL ACTION
CONTROL MEASURES
C1 Adjoining Areas The site backs onto other industrial areas, potential for persons using Recommend that works are controlled and maintained within the Principal/Maintenance/Demolition Contractor
these areas to be injured. 4 site boundaries. 3
C2 Hazardous Cutting of masonry blocks, potential inhalation of silica. Recommend minimising dust exposure through recomendations Principal/Maintenance/Demolition Contractor
Substances 4 of the materials safety data sheet. 3
C3 Hazardous Exposure to chemical termite treatment. Recommend use of physical or low toxicity termite barriers where Principal/Maintenance/Demolition Contractor
Substances 4 appropriate. 3
C4 Hazardous Treated timber used in construction. Consider using less hazardous treated timbers. Follow material Principal/Maintenance Contractor
Substances 4 safety data sheet where appropriate. 3
C5 Hazardous VOC fumes from paints and other coatings. Recommend specifying the use of low VOC adhesives and Designer
Substances 3 finishes where possible. 1
C6 Structural Stability Construction of new steel and masonry structures, risk of potential Recommend provision of propping and support, obtain advice Principal/Maintenance Contractor
collapse. 4 from Structural Engineer as required. 3
Contractor to prepare a Safe Work Method Statement prior to commencing
C7 Work at Height High risk of falling as falls from a height greater than 2m are Principal/Maintenance Contractor
possible. 4 work. Provide edge protection to all roof and canopy edges to AS4994. 3
Provide roof safety mesh to AS4389.
Contractor to prepare a Safe Work Method Statement prior to commencing
C8 Confined Spaces Sewer and stormwater manholes, service pits; risk of entrapment and Principal/Maintenance Contractor
suffocation. 4 work. Only workers with confined spaces training are permitted to enter 3
confined spaces.
C9 Climatic Conditions Displacement of soil during a flood event. Ensure tanks are decomissioned and anchored down during potential flood Principal Contractor
4 events. Include in emergency plan. 3
C10 Earthworks Excavations for underground tanks and trenches, potential for Contractor to prepare a Safe Work Method Statement prior to commencing Principal Contractor
instability and collapse where depth exceeds 1.5m. 4 work. 3
C11 Manual Tasks Manual tasks associated with handling of large or awkward Contractor to prepare a Safe Work Method Statement prior to commencing Principal Contractor
construction elements. 3 work. Recommend mechanical assistance. 2
C12 Electrical Works on or near energised electrical installations are defined as Contractor to put in place a Safe Work Method Statement prior to Principal/Maintenance/Demolition Contractor
high risk construction work. 4 commencing works. 3
Temporary Plant - Works on or near mobile energised electrical
C13 Electrical Contractor to put in place a Safe Work Method Statement prior to Principal/Maintenance/Demolition Contractor
installations are defined as high risk construction work. 4 3
commencing works.
C14 Electrical Electrical pits located near hazardous zones, potential ignition Contractor to put in place a Safe Work Method Statement prior to Electrical Engineer
source. 4 commencing works. 3
C15 Fire and Emergency Egress from partially constructed building in an emergency. Recommend evacuation procedures are communicated in an Principal Contractor
4 emergency plan as per S43 WHS Regulation. 3
C16 Hazardous Installation and commisioning of fuel tanks. Refer detailed manufacturer instructions. Ensure works are compliant Client, Principal Contractor
Substances 4 with Sections 363-364 of WHS Regulations 2011 3
C17 Hazardous Installation of gas and fuel lines. Refer detailed manufacturer instructions. Recommend emergency Principal Contractor
Substances 4 response to gas is included in the emergency plan. 3
C18 Hazardous Fibre cement used in construction, potential risk of silica inhalation Follow the recommendations in the product safety data sheet including working in Principal Contractor
Substances (fibre cement selected for durability and maintenance). 4 a well ventialted area and personal protective equipment 3
C19 Hazardous Glass fibres and volatile organic compounds (VOC's) fumes from Recommend installing foil, polyester, natural or fibre bio-soluble insulation where Principal Contractor
Substances insulation. 4 possible. 1
C20 Mobile Plant Operation on uncompacted fill, potential for tipping. Geotechnical report available for reference. Principal Contractor
4 3
C21 Mobile Plant Operation of mobile plant over under ground tanks during Maintain exclusion zone around tanks during construction. Principal Contractor
construction, potential for collapse. 4 3
C22 Slips, Trips and Falls Tanks have the potential risk for falls where excavation exceeds 2m. Recommend the use of appropriate barriers. Manage risk of falls as per S.78 WHS Principal Contractor
4 Regulation. 3
REV DESCRIPTION DRAWN DATE
project drawing
A BUILDING APPROVAL AC/NN 03/08/22
B BUILDING APPROVAL AC/NN 12/08/22 Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL SAFETY IN DESIGN REPORT 2
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
Alexandra
SUITE 2 Headland Q 4572
CNR GARDAK ST & SURF RD Copyright of this document remains the exclusive
for property of SPROUT ARCHITECTS PTY LTD
POALEXANDRA HEADLAND
Box 6232, Maroochydore BC Q 4558 Qld 4572 ABN 23 123 917 724.
PO BOX 6232 MAROOCHYDORE BC Qld 4558 OLD SEA DOG 9 PTY LTD date 8/08/2024 drawn KT/AC scale AS SHOWN Contractors are to verify all dimensions and levels on
P PH
07 :5443 5028
07 5443 F 07 5479 2380 | ABN
5028 FAX:07235479
123 917
2380724 at
@ A1
site prior to commencing. Report all discrepancies to
[email protected]
ABN | sproutarchitects.com.au
23 123 917 724 9 BARTLETT ROAD NOOSAVILLE QLD
the Architect. Use figured dimensions in preference
to scaled.
EMAIL: [email protected] drawing no. 21015 CD10.04 revision D
Section 6
USE FOR THE PURPOSE FOR WHICH IT IS DESIGNED These hazards include maintenance and repairs.
HAZARD CATAGORY DETAIL OF HAZARD RAW RISK LEVEL RECOMMENDED AND EXISTING REVISED RISK LEVEL ACTION
CONTROL MEASURES
Kerb ramp access is provided throughout the site; handrails,
U1 Access and Egress Access for persons with disabilities, potential risk Designer
of injury. 3 TGSI's, high contrast paint marking and glazing bands have been 1
provided to AS1428.1
U2 Hazardous Gas - Potential for gas leaks and asphyxiation. Recommend gas equipment is located in well lit, draught free Designer
Substances 4 area. Recommend gas shut off valves be provided. 3
Contractor to prepare a Safe Work Method Statement prior to commencing
U3 Fall From Heights Maintenance access to roof areas and plant, potential risk 3 Principal Contractor
of falls. 4 work. Roof and plant safe access systems to be installed to comply with 2
Workplace Health and Safety Qld guidelines.
U4 Traffic Management Onsite vehicle movement, refuse collection and deliveries On site pedestrian movement zones and signage have been Principal Contractor
pose a risk to pedestrians. 4 3
provided to guide pedestrians away from vehicle movement zones.
U5 Amenity Amenities and facilities for workers, potential for Recommend office, kitchen and PWD facilities are provided. Client, Principal Contractor
inadequate facilities. 3 1
U6 Hazardous Location of AC air intakes, potential for toxic fumes. AC Condensers have been located away from fuel bowsers. Client, Principal Contractor
Substances 3 2
Manual Tasks Transport and unloading of materials and equipment to A loading area has been included with access to the service door. Client, Principal Contractor
and from vehicles. 3 2
U7
Manual Tasks Removal of Waste A refuse enclosure with vehicle access has been provided. Client, Principal Contractor
3 2
U8
Security Occupational violence Design controls for the prevention of occupational Client, Principal Contractor, Electrical consultant
4 violence (CCTV, Safety Glass, Security lighting). 3
U9
Security Staff accessing refuse enclosure, or rear CCTV and security lighting is provided. Client, Principal Contractor, Electrical consultant
tenancy access points at night. 4 3
U10
Slips, trips and falls People falling down ramps and stairs Recommend specifying slip resistant flooring. Designer
4 2
U11
Traffic and pedestrian Car parking bays are located close to vehicle movement path, Air bay is set back from vehicle zone and protected by Designer
management potential for vehicle strikes and pose risk to pedestrians. 4 landscaping. 3
U12
Traffic and pedestrian Landscape elements obscure traffic sight lines. Recommend specifying low or high level plants to Landscape Architect
management 4 maintain sight lines. 2
U13
REV DESCRIPTION DRAWN DATE
project drawing
A BUILDING APPROVAL AC/NN 03/08/22
B BUILDING APPROVAL AC/NN 12/08/22 Suite 2, Suncoast Resort Business Centre PROPOSED NEW INDUSTRIAL SAFETY IN DESIGN REPORT 3
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
Alexandra
SUITE 2 Headland Q 4572
CNR GARDAK ST & SURF RD Copyright of this document remains the exclusive
for property of SPROUT ARCHITECTS PTY LTD
POALEXANDRA HEADLAND
Box 6232, Maroochydore BC Q 4558 Qld 4572 ABN 23 123 917 724.
PO BOX 6232 MAROOCHYDORE BC Qld 4558 OLD SEA DOG 9 PTY LTD date 8/08/2024 drawn KT/AC scale AS SHOWN Contractors are to verify all dimensions and levels on
P PH
07 :5443 5028
07 5443 F 07 5479 2380 | ABN
5028 FAX:07235479
123 917
2380724 at
@ A1
site prior to commencing. Report all discrepancies to
[email protected]
ABN | sproutarchitects.com.au
23 123 917 724 9 BARTLETT ROAD NOOSAVILLE QLD
the Architect. Use figured dimensions in preference
to scaled.
EMAIL: [email protected] drawing no. 21015 CD10.05 revision D
The text continues on section 7.