Council archive · source document
LATEST 8.6.23 - 230132 - 25 Arkana Drive NOOSA HEADS - Architectural Plans · EXE23/0017
Plans and drawings: the text below has words only, no drawings.
GENERAL NOTES
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK.
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,
SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING NOTE:
MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS
CONFORM TO THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA, CURRENT
VERIFY ALL LEVEL
AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNING PRIOR COMENCEMENT
REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE.
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF OF WORKS
AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4. 0
1
2
AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION 3
4
5
AS 1562 - 2006 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 - 2010 NATIONAL TIMBER FRAMING CODE 10
AS 2049 - 2002 ROOF TILES
AS 2050 - 2002 INSTALLATION OF ROOF TILES Scale
1:100
AS 2870 - 2011 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
AS/NZS 2904 - 1998 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 - 2010 CONCRETE STRUCTURES
AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES
8
32.6
AS 3700 - 2011 MASONRY IN BUILDINGS
5
33.1
AS 3740 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
HASS SU
P.A. &
F.A. HA
33
tradin SS
AS 3786 - 2004 SMOKE ALARMS g as
33.5
RVEY
2
34.6
34
AS 4055 - 2012 WIND LOADINGS FOR HOUSING Philip Ha
ss, Re
34.5
gistered
AS 4100 - 2012 STEEL STRUCTURES
35.42 Surve
ying As
241 G sociate
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL AND 101°5 um
Lake M boil Road
35
4'10" acDon
L(2)
COOR al
35.5
OY, 45 d,
36.51
CIVIL ENGINEERING COMPUTIONS AND DRAWINGS.
37.45F
41.03r Phone 63.
36
f
Mobile 5442 6065
ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE 30.17
40.19F
5 EMAIL pa
0421
039204
f
43.06r
L(3) hass@
og
WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOX 37.76 bigpon
37
43.02t
HEIGH d.com
INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.
T DATU
r stee 9RF
l post
datum M
41.03t
og AHD SCAL
top no 42.6
origin E
OPM
1:100
41.41rf
39935
41.497 (@ A3
DATE
SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -
Size)
3.11.2 SURVE
wall
CONTO 020 YED
i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR
f
UR IN
44.30r
0.25m TERVA PAH
L DRAW
ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE FIELD
BOOK
N
'00"
MAGN CIVILC PAH
ET AD FILE
iii) FULLY GLAZED DOORS
7
LOCAL H2004 ACAD
AUTH 3 FILE
20.11
NOOSA ORITY H2004
iv) SHOWER SCREENS
12°00
COUN 3A
32.5
CIL
v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL F&A
vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY Sande
33
rs
WITH MANUFACTURER, AND ARE TO BE VERIFIED WITH SAME. FLASHING ALL ROUND.
34
H2004
l post
STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE LEGAL 3A
33.5
r stee
POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.
37.5
34.5
7
36.5
f
top co f
20.11
44.88r
42.68r
35
TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVER THE
'00"
f
36
44.30r
FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF
35.5
f
7
41.41r
Existing
20.11
PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF
12°00
Existing House
37
1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL
CORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750. Terrace
FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO ENCROACH
EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN
L(3)
CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED
L(1)
40.19F
)
7FL(2
44.31rf
SURVEYOR.
L(3)
34.85F
40.21F
ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.
37.4
f
44.90r
ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL
f
43.07r
og
32.5
BE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN
43.05t
32
75mm OF THE WALL. 31.73
33
34
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND
WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.
101°5
33.36
f
4'10"
44.31r
SUB-FLOOR VENTILATION MINIMUM 7500mm/sq FOR EXTERNAL WALLS AND
35
1500mm/sq FOR INTERNAL WALLS BELOW BEARER. 34.20
30.17
36.5
5
36
35.11
1718
35.76
37
THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS AS 36.61
ARKANA DRIVE
SPECIFIED BY LICENSED ASSESSOR. 2260 37.16
STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, Proposed landings
SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.
BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND 14365 NOOSA HEADS N
IN ACCORDANCE WITH BCA 3.9.2
FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE
CONSTRUCTION - REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE
Lot 78 RP49023
DEFLECTION) OF THE BCA.
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF Proposed Lift AREA: 606.63 m²
EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.
DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), Property Id: 132801
TO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.
PROVIDE LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE FROM DOOR
TO PAN IN WATER CLOSETS. SITE PLAN Noosa Plan Zones (2020): Low Density Residential
EXHAUST FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED EXTERNALLY SCALE : 1 : 200
OR TO A VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS,
STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS.
SURVEYOR TO CONFIRM SETOUT PRIOR TO COMMENCEMENT OF WORKS.
BUILDING TO COMPLY WITH ALL CONDITIONS OF BUSHFIRE RISK ASSESSMENT REPORT
BUILDING TO COMPLY WITH ALL CONDITIONS OF ENERGY EFFICIENCY ASSESSMENT REPORT
THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THE
AUTHOR.
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Site Plan SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A001
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 200 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 12 pages
Page 2
WALL LEGEND - DEMO
EXISTING WALL
DEMOLISHED WALL
NOTE:
VERIFY ALL LEVEL PRIOR Pool
COMENCEMENT OF WORKS
Deck
UP
UP
HT
UP
Bar
note:
relocate stormwater pipes
Lounge
UP
sewer pipes Bedroom
A/C unit
hose tap
UP
Bath
UP
UP
UP
slab
UP
N
LOWER FLOOR PLAN - EXISTING
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Lower Floor Plan - Existing SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A101
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 3
WALL LEGEND - DEMO
EXISTING WALL
DEMOLISHED WALL
NOTE:
VERIFY ALL LEVEL PRIOR
COMENCEMENT OF WORKS
Terrace
1500
Bed 2 Bed 1
L'dry
UP
remove window
provide mechanical
ventilation, WC robe
vented to outside Ens
Bath UP
Entry
UP
Bed 3 Garage
N
GROUND FLOOR PLAN - EXISTING
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Ground Floor Plan - Existing SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A102
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 4
WALL LEGEND - DEMO
EXISTING WALL
DEMOLISHED WALL
NOTE: 12758
VERIFY ALL LEVEL PRIOR
COMENCEMENT OF WORKS
Upper Level Terrace
remove window
Dining
UP UP
Living
150
Kitchen
Pdr
N
UPPER FLOOR PLAN - EXISTING
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Upper Floor Plan - Existing SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A103
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 5
WALL LEGEND - DEMO
EXISTING WALL
DEMOLISHED WALL
NOTE:
VERIFY ALL LEVEL PRIOR
COMENCEMENT OF WORKS
FLR
KEY
7.5 Deg
CRS
DOWN PIPE CSR COLORBOND
DP
SHEET ROOF
RH RAIN HEAD
FR FLAT ROOF
S SPITTER
FALL DIRECTION
A/C AIR-CONDITIONER
UNIT
7.5 Deg
CRS
VERIFY SIZE OF ALL
ROOFS ON SITE
DOWN PIPES AND ROOF DRAINAGE LOCATIONS
ARE SUGGESTED ONLY AND BUILDER SHOULD
ENSURE ADEQUATE STORMWATER FALL AND
DRAINAGE AS REQUIRED
N
ROOF PLAN - EXISTING
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Roof Plan SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A104
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 6
WALL LEGEND - PROPOSED
EXISTING WALL
PROPOSED WALL
NOTE:
VERIFY ALL LEVEL PRIOR Pool
COMENCEMENT OF WORKS
new balustrade
to match existing
lower level
Deck
Relocate A/C under deck
UP
New
Deck
UP
New landscape steps
Bar
Lounge
UP
Bedroom
note:
finish flush
relocate stormwater pipes
UP
sewer pipes
1755
Bath
A/C unit UP
hose tap UP
New
UP
1880
slab
Lift
UP
lift motor
1748 1760
LOWER FLOOR PLAN - PROPOSED
N
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Lower Floor Plan - Proposed SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A111
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 7
WALL LEGEND - PROPOSED
EXISTING WALL
PROPOSED WALL
NOTE:
VERIFY ALL LEVEL PRIOR
COMENCEMENT OF WORKS
1777 60
new landing
new balustrade to match ground level
aluminium screens over Terrace
3790
New
5770
Landing
line of new landing
over
Bed 2
100
Bed 1
L'dry
1880
1755
New UP
1880
1840
shaft
Lift
WC robe
Ens
1740
1748 shaft
provide mechanical Bath UP
ventilation,
vented to outside
Entry
UP
Bed 3 Garage
N
GROUND FLOOR PLAN - PROPOSED
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Ground Floor Plan - Proposed SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A112
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 8
WALL LEGEND - PROPOSED
EXISTING WALL
PROPOSED WALL
NOTE:
12758
VERIFY ALL LEVEL PRIOR
COMENCEMENT OF WORKS
new landing
match balustrade to upper level
Upper Level Terrace
1763
New
2000
2000
Landing
1755
New
1880
Lift
Dining
1748
UP UP
1910
Living
Kitchen
Pdr
N
UPPER FLOOR PLAN - PROPOSED
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Upper Floor Plan - Proposed SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A113
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 9
WALL LEGEND - PROPOSED
EXISTING WALL
PROPOSED WALL
NOTE:
VERIFY ALL LEVEL PRIOR
COMENCEMENT OF WORKS
FLR
1726
7.5 Deg
CRS
2260
7.5 Deg
CRS
1718
7.5 Deg
CRS
N
ROOF PLAN - PROPOSED
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Roof Plan - Proposed SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A114
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 10
remove window
and make good
remove balustrade panel
8.0m height limit (2.0m setback requirement)
Upper Floor
RL 40190
remove and
re-use privacy screen
4.5m height line (1.5m setback requirement)
remove window
and make good
Ground Floor
RL 37470
NOTE:
relocate external pipework
to suit
re-locate A/C
Lower Floor
RL 34850
SOUTH ELEVATION - EXISTING
SCALE : 1 : 100
NGL
new landing
new balustrade to match upper level
NOTE:
VERIFY ALL LEVELS PRIOR
COMENCEMENT OF WORKS
2750 top of shaft
8.0m height limit (2.0m setback requirement)
7700 top of roof (1750 from side boundary)
new landing
new balustrade to match ground level
Upper Floor aluminium screens over
6550 top of balustrade (1750 from side boundary)
RL 40190
4.5m height line (1.5m setback requirement)
5750 top of screen (1750 from side boundary)
Ground Floor
RL 37470
Lower Floor
RL 34850
NGL (1750mm in from side boundary)
extend deck
SOUTH ELEVATION - PROPOSED
new balustrade to match lower level SCALE : 1 : 100
aluminium screens over
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all South Elevations SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A202
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 11
Upper Floor
RL 40190
Ground Floor
RL 37470
remove landscape steps
and make good
Lower Floor
RL 34850
WEST ELEVATION - EXISTING
SCALE : 1 : 100
remove stairs
and make good
NOTE:
VERIFY ALL LEVELS PRIOR
COMENCEMENT OF WORKS
new lift shaft
new landing
new balustrade to match upper level
Upper Floor
RL 40190
new landing
new balustrade to match ground level
aluminium screens over
Ground Floor
RL 37470
new landscape steps
extend deck
new balustrade to match lower level
Lower Floor
RL 34850
WEST ELEVATION - PROPOSED
SCALE : 1 : 100
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all West Elevations SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A203
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 12
3D VIEW 1 - EXISTING
3D VIEW 1 - PROPOSED
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all 3D Views SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
A210
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 13
WHS REPORT NOTES
The following notes make up the recommended minimum report required under the Work Health and Safety Act 2011. Under the Act designers are required to
“provide adequate information to each person who is provided with the design ” and also to “any person who carries out activities in relation to the structure if
requested”. (Draft Code of Practice: Safe Design of Building and Structures) 5. MANUAL TASKS
Specifically, the designer is required to provide“the person commissioning the design on the health and safety aspects of the design ”. (Draft Code of Practice: Safe Components within this design with a mass in excess of 25kg should be lifted by two or more workers or by mechanical lifting device. Where this is not practical,
Design of Building and Structures) suppliers or fabricators should be required to limit the component mass.
These notes have been prepared based on theDraft Code of Practice: Managing Risks in Construction Work and discussing the risks which the Code identifies as All material packaging, building and maintenance components should clearly show the total mass of packages and where practical all items should be stored on site
common in the construction of buildings. It follows that most are also the risks associated with maintenance and demolition. in a way which minimises bending before lifting. Advice should be provided on safe lifting methods in all areas where lifting may occur.
If the building has been designed as a workplace and the end-use is known at the time of design, additional operational health and safety issues must be identified Construction, maintenance and demolition of this building will require the use of portable tools and equipment. These should be fully maintained in accordance with
and addressed by the designer through consultation with clients, workers and/or other safety consultants. Notes on operational issues must be added to the report. manufacturer’s specifications and not used where faulty or (in the case of electrical equipment) not carrying a current electrical safety tag. All safety guards or
To ensure that all relevant persons are made aware of the report provisions, it is recommended that the report be part of the drawings but the “person devices should be regularly checked and Personal Protective Equipment should be used in accordance with manufacturer ’s specification.
commissioning the design” should also be made aware that the report applies not only to the construction stage but also to maintenance, renovation, demolition
and, if applicable, to the operation of the building as a workplace. It should be retained and displayed or kept in a prominent location during the operation of the 6. HAZARDOUS SUBSTANCES
building. ASBESTOS
(for alterations to a building constructed prior to 1990)
This building was constructed prior to 1990 and therefore may containasbestos either in cladding material or in fire retardant insulation material. The builder
1. FALLS, SLIPS, TRIPS should check and, if necessary, take appropriate action before demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.
a) WORKING AT HEIGHTS (for alterations to a building constructed prior to 1986)
DURING CONSTRUCTION This building was constructed prior to 1986 and therefore is likely to containasbestos either in cladding material or in fire retardant insulation material. The builder
Wherever possible, components for this building should be prefabricated off-site or at ground level to minimise the risk of workers falling more than two metres. should check and, if necessary, take appropriate action before demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.
However, construction of this building will require workers to be working at heights where a fall in excess of two metres is possible and injury is likely to result from POWDERED MATERIALS
such a fall. The builder should provide a suitable barrier wherever a person is required to work in a situation where falling more than two metres is a possibility. Many materials used in the construction of this building can cause harm if inhaled in powdered form. Persons working on or in the building during construction,
DURING OPERATION OR MAINTENANCE operational maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment including protection against inhalation while using
(for houses or other low-rise buildings where scaffolding is appropriate) powdered material or when sanding, drilling, cutting or otherwise disturbing or creating powdered material.
Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two TREATED TIMBER
metres is possible. Where this type of activity is required, scaffolding, ladders or trestles should be used in accordance with relevant codes of practice, regulations or The design of this building includes provision for the inclusion of treated timber within the structure. Dust or fumes from this material can be harmful. Persons
legislation. working on or in the building during construction, operational maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment
(for buildings where scaffold, ladders, trestles are not appropriate) including protection against inhalation of harmful material when sanding, drilling, cutting or using treated timber in any way that may cause harmful material to be
Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two released. Do not burn treated timber.
metres is possible. Where this type of activity is required, scaffolding, fall barriers or Personal Protective Equipment should be used in accordance with relevant VOLATILE ORGANIC COMPOUNDS
codes of practice, regulations or legislation. Many types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants have dangerous emissions. Areas where these are used
(if appropriate, add this note) should be kept well ventilated while the material is being used and for a period after installation. Personal Protective Equipment may also be required. The
Anchorage points for portable scaffold or fall arrest devices have been included in the design for use by maintenance workers. Any persons engaged to work on the manufacturer’s recommendations for use must be carefully considered at all times.
building after completion of construction work should be informed about the anchorage points. SYNTHETIC MINERAL FIBRE
b) SLIPPERY OR UNEVEN SURFACES Fibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic mineral fibre which may be harmful if inhaled or if it
FLOOR FINISHES comes in contact with the skin, eyes or other sensitive parts or the body. Personal Protective Equipment including protection against inhalation of harmful material
The owner is responsible for the selection of surface finishes in the pedestrian trafficable areas of this building. Surfaces should be selected in accordance with AS should be used when installing, removing or working near bulk insulation material.
HB 197:1999 and AS/NZ 4586:2004. TIMBER FLOORS
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES This building contains timber floors which have an applied finish. Areas where finishes are applied should be kept well ventilated during sanding and application and
Due to design restrictions for this building, steps and/or ramps are included in the building which may be a hazard to workers carrying objects or otherwise for a period after installation. Personal Protective Equipment may also be required. The manufacturer ’s recommendations for use must be carefully considered at all
occupied. Steps should be clearly marked with both visual and tactile warning during construction, maintenance, demolition and at all times when the building times.
operates as a workplace.
Building owners and occupiers should monitor the pedestrian access ways and in particular access to areas where maintenance is routinely carried out to ensure
that surfaces have not moved or cracked so that they become uneven and present a trip hazard. Spills, loose material, stray objects or any other matter that may 7. CONFINED SPACES
cause a slip or trip hazard should be cleaned or removed from access ways. EXCAVATION
Contractors should be required to maintain a tidy work site during construction, maintenance or demolition to reduce the risk of trips and falls in the workplace. Construction of this building and some maintenance on the building will require excavation and installation of items within excavations. Where practical, installation
Materials for construction or maintenance should be stored in designated areas away from access ways and work areas. should be carried out using methods which do not require workers to enter the excavation. Where this is not practical, adequate support for the excavated area
should be provided to prevent collapse. Warning signs and barriers to prevent accidental or unauthorised access to all excavations should be provided.
2. FALLING OBJECTS ENCLOSED SPACES
LOOSE MATERIALS OR SMALL OBJECTS Enclosed spaces within this building may present a risk to persons entering for construction, maintenance or any other purpose. The design documentation calls for
Construction, maintenance or demolition work on or around this building is likely to involve persons working above ground level or above floor levels. Where this warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter enclosed
occurs one or more of the following measures should be taken to avoid objects falling from the area where the work is being carried out onto persons below. spaces, air testing equipment and Personal Protective Equipment should be provided.
1. Prevent or restrict access to areas below where the work is being carried out. SMALL SPACES
2. Provide toeboards to scaffolding or work platforms. Some small spaces within this building will require access by construction or maintenance workers. The design documentation calls for warning signs and barriers
3. Provide protective structure below the work area. to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter small spaces they should be
4. Ensure that all persons below the work area have Personal Protective Equipment. scheduled so that access is for short periods. Manual lifting and other manual activity should be restricted in small spaces.
BUILDING COMPONENTS
During construction, renovation or demolition of this building, parts of the structure including fabricated steelwork, heavy panels and many other components will 8. PUBLIC ACCESS
remain standing prior to or after supporting parts are in place. Contractors should ensure that temporary bracing or other required support is in place at all times Public access to construction and demolition sites and to areas under maintenance causes risk to workers and public. Warning signs and secure barriers to
when collapse which may injure persons in the area is a possibility. unauthorised access should be provided. Where electrical installations, excavations, plant or loose materials are present they should be secured when not fully
Mechanical lifting of materials and components during construction, maintenance or demolition presents a risk of falling objects. Contractors should ensure that supervised.
appropriate lifting devices are used, that loads are properly secured and that access to areas below the load is prevented or restricted.
9. OPERATIONAL USE OF BUILDING
This building has been designed as a residential building. If it, at a later date, is used or intended to be used as a workplace, the provisions of the Work Health and
3. TRAFFIC MANAGEMENT Safety Act 2011 or subsequent replacement Act should be applied to the new use.
Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic hazard. During construction, maintenance or demolition of this building This building has been designed for the specific use as identified on the drawings. Where a change of use occurs at a later date a further assessment of the
designated parking for workers and loading areas should be provided. Trained traffic management personnel should be responsible for the supervision of these workplace health and safety issues should be undertaken.
areas.
Construction of this building will require loading and unloading of materials on the roadway. Deliveries should be well planned to avoid congestion of loading areas 10. OTHER HIGH RISK ACTIVITY
and trained traffic management personnel should be used to supervise loading/unloading areas. All electrical work should be carried out in accordance withCode of Practice: Managing Electrical Risks at the Workplace, AS/NZ 3012 and all licensing
Busy construction and demolition sites present a risk of collision where deliveries and other traffic are moving within the site. A traffic management plan supervised requirements.
by trained traffic management personnel should be adopted for the work site. All work using Plant should be carried out in accordance withCode of Practice: Managing Risks of Plant at the Workplace.
All work should be carried out in accordance withCode of Practice: Managing Noise and Preventing Hearing Loss at Work.
4. SERVICES Due to the history of serious incidents it is recommended that particular care be exercised when undertaking work involving steel construction and concrete
Rupture of services during excavation or other activity creates a variety of risks including release of hazardous material. Existing services are located on or around placement. All the above applies.
this site. Where known, these are identified on the plans but the exact location and extent of services may vary from that indicated. Services should be located using
an appropriate service (such as Dial Before You Dig), appropriate excavation practice should be used and, where necessary, specialist contractors should be used.
If underground power lines are located in or around this site. All underground power lines must be disconnected or carefully located and adequate warning signs
used prior to any construction, maintenance or demolition commencing.
If overhead power lines are near or on this site. These pose a risk of electrocution if struck or approached by lifting devices or other plant and persons working
above ground level. Where there is a danger of this occurring, power lines should be, where practical, disconnected or relocated. Where this is not practical
adequate warning in the form of bright coloured tape or signage should be used or a protective barrier provided.
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: David & Rochelle Tuxen
Use written dimensions only. DO NOT scale drawings. Contractors to verify all WHS Report Notes SITE ADDRESS: 25 Arkana Drive, Noosa Heads
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and May 2021 DRAWING No:
WHS1
ISSUE: D DATE: 26/05/2023 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Used in these records
LATEST 8.6.23 - 230132 - 25 Arkana Drive NOOSA HEADS - Architectural Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 907 KB (small file)
- File type
No other editions are linked here.