Original source · versioned page text
Architecturals 13.08.21
the termite barriers. Provide moisture barrier (200UM) under with AS 2589 and finished to level 4 standard. Ceiling and wall confirmation of building setout and heights.
slab with 200mm laps. Securely tape joints. lining junction to be square set.
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Notes and Conditions Internal Linings (Wet areas) Energy Efficiency
Drawing Schedule Framing
General Notes 6.0mm Villaboard fixed in accordance with manufacturers The house is to have an energy assessment carried out by an
All timber framing to be in accordance with BCA 3.4, the
No: Drawing Name These schedules are to be read in conjunction with architectural specification. Waterproof all wet areas in accordance with AS accredited professional to verify that the building complies as a
Building Act 1975 and AS 1684.2 National Timber Framing Code
1.0 Notes drawings, structural engineer and hydraulic engineer drawings 3740 energy rating of not less than 6 stars as per the requirements of
N3 and in accordance with engineers design and detail. All
1.1 Notes and any other external consultants. Any discrepancy with these the Queensland Development Code (QDC) MP 4.1.
external timber to be H3 treated or natural durable hwd timber.
1.2 Site plan schedules or other documentation is to be referred to the Ceiling Framing
All internal structural timber to be h2 treated.
1.3 Floor plan - GF designer for written direction prior to the commencement of TS20 ceiling battens typical @450mm max. centres. The building shall have a energy efficient lighting to a min. of
1.4 Roof plan works. All works to be in accordance with the Building Act 1975, 80% of all fittings as per the requirements of the QDC.
Masonry
1.5 Dimension plan - GF Standard Building Regulation, Building Code of Australia, Fire safety
Masonry to comply with BCA 3.3 and AS3700-2001 and to be in
Electrical plan - Lighting - Queensland Development Code, Local government regulations Fire separation to be provide in accordance with BCA 3.7.1 Any air conditioning installed in the premises is to have an EER
1.6
GF accordance with engineers design and detail. Provide
and relevant Australian Standards. The Builder is to clarify all where applicable. Smoke alarms to be in accordance with BCA of at least 2.9 as per the requirements of the QDC.
Electrical plan - Services - weatherproofing in accordance with BCA 3.3.4.
1.7
GF dimensions on site prior to the commencement of any works. 3.7.2.
3.1 Section A The author of the drawings takes no responsibility for details as All shower roses are to have a min. 3 star water efficiency
Wall cladding
3.2 Section B shown if changes are made during or prior to construction Light and Ventilation labelling and standards rating as per the requirements of the
All external lined walls to be in accordance with BCA 3.5.3. All
5.1 Schedules without written notice or approval. Do not scale off plans use Light and ventilation to be in accordance with BCA 3.8.4 & 3.8.5. QDC.
wall cladding systems and fixings to be in accordance with
5.2 Schedules figure dimensions only. The maximum height of construction is
manufacturers specifications.
5.3 Schedules to comply with local authority planning scheme (excluding Floor Wastes All toilet cisterns are to be dual flush and to have a min. 4 star
relaxations as per town planning approval).The author takes no Floor wastes to be provided to all wet areas with floors graded water efficiency labelling and standards rating as per the
Roof Construction
responsibility for cut/fill levels resulting from the documented to floor wastes. requirements of the QDC.
Timber & steel roof framing to be in accordance with structural
levels and contours. The Builder is to comply with statutory and
engineers design and detail. Roof cladding to be 0.42mm
contractual environmental protection requirements. The builder Stairs and Balustrades All tapware servicing kitchens, laundry tubs and basins are to
COLORBOND® steel BlueScope Lysaght CUSTOM ORB® and
shall verify all existing structure prior to commencement of Stairs and balustrades to be in accordance with BCA 3.9.2. have a min. 3 star water efficiency labelling and standards rating
TRIMDEK® roof sheeting to be fixed in accordance with
works, any discrepancies are to be reported to the designer and where required. as per the requirements of the QDC .
manufacturers specifications to be fixed in accordance with
engineer for written direction.
manufacturers specifications. Roof framing to be in accordance
with structural engineers design and detail. Setout In a new class 1 building hot water is supplied by a–
Services House to be setout by a registered surveyor. Surveyor to (a) heat pump or a solar hot water system that is eligible to
Builder to locate all services before commencement of provide certificate at frame and completion stage for receive:
Rainwater Goods
construction. Waste services connection to existing on confirmation of building setout and heights. (i) in a building with 3 or more bedrooms, at least 22 Renewable
All gutters and downpipes to be in accordance with
sewerage system and to comply with local authority regulations Energy Certificates; or
manufacturers specifications and BCA 3.5.2. Provide fall of min.
and Water Supply Act 1949. Roof water to discharge via (ii) in a building with less than 3 bedrooms, at least 14
1:500 for eave gutter and 1:100 for box gutters. All internal box
downpipes to street channel in accordance with local authorities Energy Efficiency Renewable Energy Certificates; or
gutters to have overflow spitters at all rain water outlets.
regulations and hydraulic engineers design and detail. The house is to have an energy assessment carried out by an (b)gas hot water system with an energy rating of at least five
Downpipes to be spaced not more than 12m and within 1.2m of
valley gutters. All storm water disposal to be in accordance with accredited professional to verify that the building complies as a stars.
Excavation energy rating of not less than 6 stars as per the requirements of (Note: Renewable Energy Certificates are issued under the
hydraulic engineers design and detail. All roof drainage systems
All earthworks are to be in accordance with engineers design the Queensland Development Code (QDC) MP 4.1. Commonwealth Government’s Mandatory Renewable Energy
and fixings to be in accordance with manufacturers
and detail, AS 3798 and BCA 3.1.1. Site drainage to be in Target.). The unit shall be located as close as practical to the
specifications. All storm water drainage to be in accordance with
accordance with BCA 3.1.2 The contractor is to verify all levels The building shall have a energy efficient lighting to a min. of main bathroom in accordance with the Queensland Plumbing
hydraulic engineers design and detail.
and dimensions, before commencement of work and any 80% of all fittings as per the requirements of the QDC. and Wastewater Code.
discrepancies shall be reported to the designer before
Windows & Glazing
continuing. Any difference between the soil conditions Any air conditioning installed in the premises is to have an EER Safety Notes
Windows and glazed doors are to be selected aluminium framed Falls, slips, trips
encountered on the site and the documentation shall be of at least 2.9 as per the requirements of the QDC.
with selected clear anodised finish to comply with AS 2047. All Working at heights during construction
reported to the Engineer before continuing site preparation.
fixings to comply with AS 1288 and AS 2047 for the nominated Wherever possible, components for this building should be
Finished ground levels to fall 1:20 for 1m from perimeter of All shower roses are to have a min. 3 star water efficiency
wind category. Site measure openings prior to ordering prefabricated off-site or at ground level to minimise the risk of workers
building. labelling and standards rating as per the requirements of the
windows. All glazing to be in accordance with BCA 3.6 falling more than two metres. However, construction of this building will
QDC. require workers to be working at heights where a fall in excess of two
Footings and Slab metres is possible and injury is likely to result from such a fall. The
Insulation
Footings and slab construction shall to be in accordance with All toilet cisterns are to be dual flush and to have a min. 4 star builder should provide a suitable barrier wherever a person is required
Roof insulation to have R1.3 55mm Permastop® Building
engineers design and detail and BCA 3.2. Slab on ground is to water efficiency labelling and standards rating as per the to work in a situation where falling more than two metres is a possibility.
Blanket and Pink® Ceiling Batts R3.0 as manufactured by
be monolithic to be in accordance with engineers design and requirements of the QDC.
Fletcher Insulation to all ceilings. All insulation to be installed in Working at heights during operation and/or maintenance
detail and AS 2870 to provide a termite barrier. Termite barriers
accordance with manufacturers specifications. Cleaning and maintenance of windows, walls, roof or other components
to comply with AS 3660.1 and BCA 3.1.3. Approved 'Kordon' All tapware servicing kitchens, laundry tubs and basins are to
Wall Batts R2.5 as manufactured by Fletcher Insulation to all of this building will require persons to be situated where a fall from a
termite barriers are required to perimeter and penetrations of have a min. 3 star water efficiency labelling and standards rating
external framed walls. All framed walls to have Sisalation® wall height in excess of two metres is possible. Where this type of activity is
new and modified slabs. All installation and application of the as per the requirements of the QDC .
wrap light duty. All insulation to be installed in accordance with required, scaffolding, fall barriers or Personal Protective Equipment
termite management systems are to be carried out in strict should be used in accordance with relevant codes of practice,
manufacturers specifications.
accordance with the manufacturers specifications - guarantees In a new class 1 building hot water is supplied by a– regulations or legislation.
are required by the owner from the manufacturer / installer of (a) heat pump or a solar hot water system that is eligible to
Ceiling Linings
the termite barriers. Provide moisture barrier (200UM) under receive: Anchorage points for portable scaffold or fall arrest devices have been
10mm gyprock sheeting typically. Linings fixed in accordance
slab with 200mm laps. Securely tape joints. (i) in a building with 3 or more bedrooms, at least 22 Renewable included in the design for use by maintenance workers. Any persons
with AS 2589 and finished to level 4 standard. Ceiling and wall engaged to work on the building after completion of construction work
lining junction to be square set. Energy Certificates; or
Framing (ii) in a building with less than 3 bedrooms, at least 14 should be informed about the anchorage points.
All timber framing to be in accordance with BCA 3.4, the Renewable Energy Certificates; or
Wall Linings Slippery or uneven surfaces
Building Act 1975 and AS 1684.2 National Timber Framing Code (b)gas hot water system with an energy rating of at least five
10mm gyprock sheeting typically. Linings fixed in accordance Floor finishes
N3 and in accordance with engineers design and detail. All stars. /Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Where specified finishes have been selected Kirkman/Archicad/20092021/2001.pln
to minimise the risk of
with AS 2589 and finished to level 4 standard. Ceiling and wall
external timber to be H3 treated or natural durable hwd timber. (Note: Renewable Energy Certificates are issued under the floors and paved areas becoming slippery when wet or when walked on
sbt designs pty ltd t/a lining junction to be square set.
Skale Building Design All internal structural timber to be h2 treated.
project Residence lot no. --Commonwealth
P1 BA IssueGovernment’s Mandatory Renewable Energy with wet shoes/feet. Any changes
13/8/21
projecttonumber
the specified finish should be
Mobile: 0412 025 657 Target.).
CD01 The unit shall
issue be located as close as practical to the made in consultation
22/1/20with the designer or, if this is not practical,
for David & Jan Kirkman Internal Linings (Wet plan no.
areas) -- Conceptual
2001
Masonry main bathroom in accordance with the Queensland Plumbing surfaces with an equivalent or better slip resistance should be chosen.
skale
6.0mm Villaboard fixed in accordance with manufacturers
skale.com.au Masonry to comply with BCA 3.3 and U2/16
AS3700-2001 Barbados
and to be in Court drawn
specification. Waterproof all wet areas in accordance with AS
BTand Wastewater Code. drawing number
[email protected] accordance with engineers design and detail. Provide The owner is responsible for the selection of surface finishes in the
building design at
weatherproofing in accordance
A.C.N. 123 976 296 QBCC: 1143 609 Noosa
with BCA 3.3.4. Sound
3740 scale (A3) 1:100, 1:1 Rev Details
Safety Notes
Date
pedestrian trafficable 1.0 P1
areas of this building. Surfaces should beBuilding Design
© Skale
Falls, slips, trips selected in accordance with AS HB 197:1999 and AS/NZ 4586:2004.
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Page 2
main bathroom in accordance with the Queensland Plumbing Ensure that all persons below the work area have Personal Protective regularly checked and Personal Protective Equipment should be used collapse. Warning signs and barriers to prevent accidental or
and Wastewater Code. Equipment. in accordance with manufacturer’s specification. unauthorised access to all excavations should be provided.
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Safety Notes Building components Hazardous substances Enclosed spaces
Falls, slips, trips During construction, renovation or demolition of this building, parts of Asbestos Enclosed spaces within this building may present a risk to persons
Working at heights during construction the structure including fabricated steelwork, heavy panels and many This site currently has an existing home to be demolished. The entering for construction, maintenance or any other purpose. The
Wherever possible, components for this building should be other components will remain standing prior to or after supporting parts demolition works are to be designed and detailed by others. The builder design documentation calls for warning signs and barriers to
prefabricated off-site or at ground level to minimise the risk of workers are in place. Contractors should ensure that temporary bracing or other should check and, if necessary, take appropriate action before unauthorised access. These should be maintained throughout the life of
falling more than two metres. However, construction of this building will required support is in place at all times when collapse which may injure commencement of works to ensure that the removal of any existing the building. Where workers are required to enter enclosed spaces, air
require workers to be working at heights where a fall in excess of two persons in the area is a possibility. hazardous materials that may be present on the site. Should any testing equipment and Personal Protective Equipment should be
metres is possible and injury is likely to result from such a fall. The remains of hazardous materials be discovered the builder shall to steps provided.
builder should provide a suitable barrier wherever a person is required Mechanical lifting of materials and components during construction, as deemed appropriate to remove such hazardous materials.
to work in a situation where falling more than two metres is a possibility. maintenance or demolition presents a risk of falling objects. Small spaces
Contractors should ensure that appropriate lifting devices are used, Powdered materials Some small spaces within this building will require access by
Working at heights during operation and/or maintenance that loads are properly secured and that access to areas below the Many materials used in the construction of this building can cause construction or maintenance workers. The design documentation calls
Cleaning and maintenance of windows, walls, roof or other components load is prevented or restricted. harm if inhaled in powdered form. Persons working on or in the building for warning signs and barriers to unauthorised access. These should be
of this building will require persons to be situated where a fall from a during construction, operational maintenance or demolition should maintained throughout the life of the building. Where workers are
height in excess of two metres is possible. Where this type of activity is ensure good ventilation and wear Personal Protective Equipment required to enter small spaces they should be scheduled so that
required, scaffolding, fall barriers or Personal Protective Equipment Traffic Management including protection against inhalation while using powdered material or access is for short periods. Manual lifting and other manual activity
should be used in accordance with relevant codes of practice, Parking of vehicles or loading/unloading of vehicles on this roadway when sanding, drilling, cutting or otherwise disturbing or creating should be restricted in small spaces.
regulations or legislation. may cause a traffic hazard. During construction, maintenance or powdered material.
demolition of this building designated parking for workers and loading Public Access
Anchorage points for portable scaffold or fall arrest devices have been areas should be provided. Trained traffic management personnel Treated timber Public access to construction and demolition sites and to areas under
included in the design for use by maintenance workers. Any persons should be responsible for the supervision of these areas. The design of this building includes provision for the inclusion of treated maintenance causes risk to workers and public. Warning signs and
engaged to work on the building after completion of construction work timber within the structure. Dust or fumes from this material can be secure barriers to unauthorised access should be provided. Where
should be informed about the anchorage points. Construction of this building will require loading and unloading of harmful. Persons working on or in the building during construction, electrical installations, excavations, plant or loose materials are present
materials on the roadway. Deliveries should be well planned to avoid operational maintenance or demolition should ensure good ventilation they should be secured when not fully supervised.
Slippery or uneven surfaces congestion of loading areas and trained traffic management personnel and wear Personal Protective Equipment including protection against
Floor finishes should be used to supervise loading/unloading areas. inhalation of harmful material when sanding, drilling, cutting or using Operation use of the building
Where specified finishes have been selected to minimise the risk of treated timber in any way that may cause harmful material to be This building has been designed as a residential building. If it, at a later
floors and paved areas becoming slippery when wet or when walked on Busy construction and demolition sites present a risk of collision where released. Do not burn treated timber. date, is used or intended to be used as a workplace, the provisions of
with wet shoes/feet. Any changes to the specified finish should be deliveries and other traffic are moving within the site. A traffic the Work Health and Safety Act 2011 or subsequent replacement Act
made in consultation with the designer or, if this is not practical, management plan supervised by trained traffic management personnel Volatile organic compounds should be applied to the new use.
surfaces with an equivalent or better slip resistance should be chosen. should be adopted for the work site when appropriate as determined by Many types of glue, solvents, spray packs, paints, varnishes and some
the builder. cleaning materials and disinfectants have dangerous emissions. Areas Other high risk activity
The owner is responsible for the selection of surface finishes in the where these are used should be kept well ventilated while the material All electrical work should be carried out in accordance with Code of
pedestrian trafficable areas of this building. Surfaces should be Services is being used and for a period after installation. Personal Protective Practice: Managing Electrical Risks at the Workplace, AS/NZ 3012 and
selected in accordance with AS HB 197:1999 and AS/NZ 4586:2004. Rupture of services during excavation or other activity creates a variety Equipment may also be required. The manufacturer’s all licensing requirements.
of risks including release of hazardous material. Existing services are recommendations for use must be carefully considered at all times. All work using Plant should be carried out in accordance with Code of
Steps, loose objects and uneven surfaces located on or around this site. Where known, these are identified on the Practice: Managing Risks of Plant at the Workplace.
Due to design restrictions for this building, steps and/or ramps are plans but the exact location and extent of services may vary from that Synthetic mineral fibre All work should be carried out in accordance with Code of Practice:
included in the building which may be a hazard to workers carrying indicated. Services should be located using an appropriate service Fibreglass, rockwool, ceramic and other material used for thermal or Managing Noise and Preventing Hearing Loss at Work.
objects or otherwise occupied. Steps should be clearly marked with (such as Dial Before You Dig), appropriate excavation practice should sound insulation may contain synthetic mineral fibre which may be Due to the history of serious incidents it is recommended that particular
both visual and tactile warning during construction, maintenance, be used and, where necessary, specialist contractors should be used. harmful if inhaled or if it comes in contact with the skin, eyes or other care be exercised when undertaking work involving steel construction
demolition and at all times when the building operates as a workplace. sensitive parts or the body. Personal Protective Equipment including and concrete placement.
Overhead power lines are near or on this site. These pose a risk of protection against inhalation of harmful material should be used when
Building owners and occupiers should monitor the pedestrian access electrocution if struck or approached by lifting devices or other plant installing, removing or working near bulk insulation material.
ways and in particular access to areas where maintenance is routinely and persons working above ground level. Where there is a danger of
carried out to ensure that surfaces have not moved or cracked so that this occurring, power lines should be, where practical, disconnected or Timber finishes
they become uneven and present a trip hazard. Spills, loose material, relocated. Where this is not practical adequate warning in the form of This building contains finished timber products which have an applied
stray objects or any other matter that may cause a slip or trip hazard bright coloured tape or signage should be used or a protective barrier finish. Areas where finishes are applied should be kept well ventilated
should be cleaned or removed from access ways. provided. during sanding and application and for a period after installation.
Personal Protective Equipment may also be required. The
Contractors should be required to maintain a tidy work site during Manual tasks manufacturer’s recommendations for use must be carefully considered
construction, maintenance or demolition to reduce the risk of trips and Components within this design with a mass in excess of 25kg should at all times.
falls in the workplace. Materials for construction or maintenance should be lifted by two or more workers or by mechanical lifting device. Where
be stored in designated areas away from access ways and work areas. this is not practical, suppliers or fabricators should be required to limit Confined spaces
the component mass. Excavation
Falling objects Construction of this building and some maintenance on the building will
Loose materials or small objects All material packaging, building and maintenance components should require excavation and installation of items within excavations. Where
Construction, maintenance or demolition work on or around this clearly show the total mass of packages and where practical all items practical, installation should be carried out using methods which do not
building is likely to involve persons working above ground level or should be stored on site in a way which minimises bending before require workers to enter the excavation. Where this is not practical,
above floor levels. Where this occurs one or more of the following lifting. Advice should be provided on safe lifting methods in all areas adequate support for the excavated area should be provided to prevent
measures should be taken to avoid objects falling from the area where where lifting may occur. collapse. Warning signs and barriers to prevent accidental or
the work is being carried out onto persons below. unauthorised access to all excavations should be provided.
Prevent or restrict access to areas below where the work is being Construction, maintenance and demolition of this building will require
carried out. the use of portable tools and equipment. These should be fully Enclosed spaces
Provide toeboards to scaffolding or work platforms. maintained in accordance with manufacturer’s specifications and not Enclosed spaces within this building may present a risk to persons
Provide protective structure below the work area. used where faulty or (in the case of electrical equipment) not carrying a entering for construction, maintenance or any other purpose. The
Ensure that all persons below the work area have Personal Protective current electrical safety tag. All safety guards or devices should be design documentation calls for warning signs and barriers to
Equipment. regularly checked and Personal Protective Equipment should be used unauthorised access. These should be maintained throughout the life of
in accordance with manufacturer’s specification. the building. Where workers are required to enter enclosed spaces, air
Building components testing equipment and Personal Protective Equipment should be /Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
During construction, renovation or demolition of this building, parts of Hazardous substances provided.
sbt designs pty ltd t/a
the structure including fabricated steelwork, heavy panels and many Asbestos lot no. --
Skale Building Design
other components will remain project Residence
standing prior to or after supporting parts This site currently has an existing home to be demolished. The
P1
Small spaces
BA Issue 13/8/21
project number
Mobile: 0412 025 657
are in place. Contractors should
for ensure that temporary
David & JanbracingKirkman
or other demolition works are toplan no. and detailed by others. The builder --Some small spaces within this building will require access by
be designed 2001
skale
required support is in place at all times when collapse which may injure
skale.com.au persons in the area is a possibility. U2/16 Barbados Court should check and, if necessary,
drawn take appropriate action before BTconstruction or maintenance workers. The design documentation calls drawing number
commencement of works to ensure that the removal of any existing for warning signs and barriers to unauthorised access. These should be
[email protected]
building design A.C.N. 123 976 296 QBCC: 1143 609 at Noosa Sound
Mechanical lifting of materials and components during construction,
scale
hazardous materials that (A3) on the site. Should any 1:100maintained
may be present Rev throughout
Details the life of the building. Where workers are Date 1.1 P1 © Skale Building Design
remains of hazardous materials be discovered the builder shall to steps required to enter small spaces they should be scheduled so that
maintenance or demolition presents a risk of falling objects.
Page 3
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Details
LOT: --
Plan : --
Parish : -
County : -
LGA : Noosa Shire Council
Locality : Noosaville
Zone : #Zone
Housing Overlays :
Site Area : #Site Gross Area
SITE NOTES
These schedules are to be read in conjunction with
architectural drawings, structural engineer and
hydraulic engineer drawings and any other external
consultants. Any discrepancy with these schedules or
other documentation is to be referred to the designer
for written direction prior to the commencement of
works. All works to be carried out in accordance with
the engineers design and documentation.
All works to be in accordance with the Building Act
1975, Standard Building Regulation, Building Code of
Australia, Queensland Development Code, Local Existing 12
government regulations and relevant Australian
Standards. The Builder is to clarify all dimensions on unit
site prior to the commencement of any works. The
author of the drawings takes no responsibility for development
details as shown if changes are made during or prior to
construction without written notice or approval. Do not
scale off plans use figure dimensions only. The
maximum height of construction is to comply with the
local authority planning scheme (excluding relaxations
as per town planning approval). The author takes no
responsibility for cut/fill levels resulting from the 3 300
Approx
documented levels and contours.
The Builder is to clarify all dimensions on site prior to
the commencement of any works. The author of the
drawings takes no responsibility for details as shown if
changes are made during or prior to construction
without written notice or approval. Do not scale off Proposed
plans use figure dimensions only. roofed terrace
The Builder is to comply with statutory and contractual
environmental protection requirements, including the
3 300
provision of sediment control barriers and controlled Approx
gravel access to the site during construction, with best
practice methods used.
Builder to locate all services before commencement of
construction.
House to be setout by a registered surveyor. Surveyor
to provide certificate at frame and completion stage for
confirmation of building setout and heights.
Site plan
1:500
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3) 1:100, 1:500
BT
Rev Details Date
drawing number
1.2 P1 © Skale Building Design
Page 4
¿ play your part - print on recycled paper 5m 4 3 2 1
PLAN LEGEND
a/c air conditioning unit
b basin
bin waste disposal bin
bbq barbeque
B
bth bath
cm coffee maker
con concrete
dry
dw
clothes dryer
dishwasher A B C D E
dwn down stair direction Existing powder coated aluminium privacy
dp down pipe screen.
4 440 1 665 8 300 2 565 Selected floor tiles to be installed over non-shrink grout bedding. Floor
eg eave gutter
fw floor waste tiles to be installed with flexible adhesive and provide fall to waste outlet.
ofs overflow spitter Floor to have Emer-proof waterproofing barrier installed to entire floor
pty pantry New suspended bbq bench with hot dip and wall junctions in accordance with NCC F1.7.
ref refrigerator galv. rhs sub frame and selected stone
rh range hood facing.
rwh rain water head
rwo
s
rain water outlet
sink
1 1
D11
ref
swg stormwater grate/pit bbq s wo
pantry
appl
Cold room to be fully insulated with condensation
shr shower dp1 ct glass
Ens 1 drainage. Entire system to be design and installed
shs steel post
W05
dw b
W01
Kitchen Bedroom 1 Tile shr by special refrigeration contractor.
t laundry tub
3 580
75mm shs posts to match existing units. Timber Carpet
W07
s
up up stair direction Hot dip galv. SHS posts to be in
D10
wc
wc toilet suite accordance with structural engineers A A
D03
wm washing machine dw
design and detail.
wo wall oven Outdoor Dining W06
D01
Timber wine
ref D09 W02
2
Timber framed decking to have h4 treated timber structure in
accordance with structural engineers design and detail. Provide Robe
2
86 x 19mm Boral blackbutt decking (Standard & Better Grade) D07 D06 D04 wc
b Ens 2
with s/s screw fixing to structure. Decking shall be installed in
W03
Tile shr/
accordance with Timber Queensland Technical Data Sheet 13. cold bth
Outdoor Sitting
D05
room
Timber framed wall Scyon Linea Timber
wm
weatherboard cladding to have mitre edge dry
Linen
returns. Wall to form cavity for sliding door Sitting Bedroom 2
5 710
ironing
dp1 Timber Carpet
unit.
D02
Pdr
Store
b Tile
D08
New selected mafi timber floor installed to
Open riser stairs with durability class 1 Lounge manufacturers specifications.
hwd treads and hot dip galv. stringers. wc
Store
Timber
Stairs to comply with NCC 2.13
W04
3 3
hwd cover panels over rwp with
outdoor cold water shower.
4 440 1 665 8 300 2 565 New column & floor beam to be in accordance with
Existing concrete block wall to structural engineers design and detail. Beam &
have underpin support and new column to have fire-protective grade plasterboard
nib wall extension to structural sheeting to achieve 30/30/30 FRL.
engineers design and detail. A B C D E
240 x 45mm h3 treated dressed hwd
B seat with 2/140 x 45mm support rails.
Floor plan - GF
1:100
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:100 Rev Details Date
drawing number
1.3 P1 © Skale Building Design
Page 5
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ROOF PLAN LEGEND
eg1 Stratco C-Square COLORBOND® ULTRA gutter to
match existing units. Gutter to be installed in
accordance with manufacturers specifications.
B
rwo Rainwater outlet
rs1 Stratco Outback® flat COLORBOND® Ultra steel
roof panels to be fixed in accordance with
manufacturers specifications. A B C D E
4 440 1 665 8 300 2 565
Stratco Outback® flat COLORBOND® Ultra steel roof panels to be fixed in
accordance with manufacturers specifications.
1 1
rwo
eg1
3 580
Stratco C-Square COLORBOND® ULTRA
gutter to match existing units. Gutter to be
installed in accordance with manufacturers A A
specifications.
2 rs1 2
Existing gutter to be removed and provide folded
COLORBOND® ULTRA flashing to u/s of tiled
edge strip.
eg1
5 710
rwo
Stratco aluminium beam to match existing
units to be in accordance with structural
engineers design and detail.
3 3
4 440 1 665 8 300 2 565
A B C D E
B
Roof plan
1:100
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:100 Rev Details Date
drawing number
1.4 P1 © Skale Building Design
Page 6
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4 440 1 665 8 300 2 565
A B C D E
200
2 790 90 90 4 232 90 3 326 90 3 407 90 2 565
490
2 500 90 200 90 4 232 90 3 326 90 1 817 90 1 500 90 2 565
90
200 90 600 150
118 75 2 307 90 832 1 600 1 200 90 350 2 826 90 1 817 90 1 500 90 2 375 90 100
190
190
190
190
1 1
700
190
190
882
1 130
10 1 480
2 210
1 200
2 210
75
3 580
3 580
1 960
900
73
5
4 420
2 695
90
1 520
880
330
1 010
90
690 110 90 150
90 240
6 795
2 2
90
1 000
1 000
1 000
1 000
860
75
2 330
110
90
110
110
1 000
780
2 695
90
545
850
850
3 290
190
5 710
75
3 290
2 575
830
1 570 90
2 100
1 357
1 250
3 380
830
190
1 465
610 610
190
190
190
190
190
995
980 1 210 1 170 1 500 1 500 790 1 905
3 200 90 90 90 470 90 3
1 055
1 055
95
95
1 090
1 090
1 090
2 500 90 380 3 095 140 190 2 650 90 950 890 890 110 1 960 130 1 775 100
150 90
6 265 90 190 2 550 640 1 290 90 3 520 190 1 905
90 200 150
2 190 310 1 331 2 144 90 190 2 550 90 1 930 90 3 520 190 1 905
A B C D E
Dimension plan
1:100
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:100 Rev Details Date
drawing number
1.5 P1 © Skale Building Design
[OCR of page images]
L
our part - print on recycle
Dimension
D
2790 3 407 90
2 500 1817 90 |) 1500 90.
118 p75 2307 90: 1817 _ 90 |) 1500 90 2375 90 [L100
So So SS
2 2 2
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(3) Pa} Pa} a 2500 90 890 14110 1 960 130 1775 100 g
lan
building design
sbt designs pty Itd t/a
Skale Building Design
Mobile: 0412 025 657
skale.com.au
[email protected]
ACN. 128 976 296 QBCC: 1143 609
1:100
project
for
at
1905
490
D
1
1331 2144 90 190! 2550 1930 90 1905
oreo ee
Residence lot no. ~~ | __Pt_[Balssue ‘3821 | project number
David & Jan Kirkman plan no. _ CD01 | Conceptual issue 2211120 2001 _
U2/16 Barbados Court drawn BT drawing number ~
Noosa Sound scale (A3) 1:100 | Re [eiais oe) 1.5 P1 ost Dest
Page 7
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LEGEND - Lighting
3g Switching point & gang plate
CL1 Ceiling light - type 1
CL2
Ceiling light - type 2
cl3 Ceiling light - type 3 A B C D E
CB1
Cabinet light
4 440 1 665 8 300 2 565
wl1 Wall light - type 1
wl2 Wall light - type 2
wl3 Wall light - type 3
wl4 1 1
Wall light - type 4 cl1 cb1 ex1
cl1
sl1 Step light - type 1 cl2
3 580
nl1 Night light - type 1 cl2 ex1
cl1 5g Switch to existing
sen Motion sensor cl1 cl1
external lighitng
nl1 nl1 3g
1g
cl1
gl1 Garden light - type 1
gl2
2 nl1
2
Garden light - type 2 2g cl1 cl1 cl1
6g sen
cl1 cl2
dim Dimmable circuit
2g cl1 3g cl1
3g
1g
cl1 cl1
2w Muilti way switching circuit cl1 cl1
cl1
5 710
cl1 cl1 cl1
cl1 cl1 cl1 cl1 cl2
3 3
4 440 1 665 8 300 2 565
A B C D E
Lighting plan - GF
1:100
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:100 Rev Details Date
drawing number
1.6 P1 © Skale Building Design
Page 8
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LEGEND - Electrical
1g
Switching point & gang plate
IS Isolation switch
Power outlet - single
600
Power outlet - double (typical 300
height off floor or as dimensioned) A B C D E
Power outlet - with USB
600 u
connection point 4 440 1 665 8 300 2 565
WP
Power outlet - external
P
Phone outlet
IC
Intercom outlet - Video/audio/
gate release
F
1 1
Television outlet - Free TV cl1 cb1 ex1
cl1
P
Television outlet - Pay TV HD cl2
3 580
Smoke detector/alarm cl2 ex1
cl1 5g Switch to existing
Meter box cl1 cl1
external lighitng
nl1 nl1 3g
1g
cl1
SB Sub board
2 nl1
2
Air conditioning unit 2g cl1 cl1 cl1
AC
6g sen
cl1 cl2
Hose cock + Timer
2g cl1 3g cl1
HC 3g
1g
cl1 cl1
cl1 cl1
cl1
5 710
cl1 cl1 cl1
cl1 cl1 cl1 cl1 cl2
3 3
4 440 1 665 8 300 2 565
A B C D E
Lighting plan - GF
1:100
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:100 Rev Details Date
drawing number
1.7 P1 © Skale Building Design
Page 9
¿ play your part - print on recycled paper 2.5m 2 1.5 1 0.5
Existing gutter to be removed and provide folded Selected floor tiles to be installed over non-shrink grout bedding. Floor
COLORBOND® ULTRA flashing to u/s of tiled edge strip. tiles to be installed with flexible adhesive and provide fall to waste outlet.
Floor to have Emer-proof waterproofing barrier installed to entire floor
and wall junctions in accordance with NCC F1.7.
Stratco Outback® flat COLORBOND® Ultra steel roof panels to
be fixed in accordance with manufacturers specifications.
A B C D E
4 440 1 665 8 300 2 565
Stratco C-Square COLORBOND® ULTRA gutter to match
existing units. Gutter to be installed in accordance with
manufacturers specifications.
5 000
Ceiling
Builder to verify min finished
Stratco aluminium beam to match existing units to be in
ceiling height of 2400mm
accordance with structural engineers design and detail.
75mm shs posts to match existing units. Hot
dip galv. SHS posts to be in accordance with
2 500
2 405
structural engineers design and detail.
240 x 45mm h3 treated dressed hwd seat
415
with 2/140 x 45mm support rails.
50
2 500
Ground floor
15
Under deck storage with 50 x 50mm Knotwood aluminium
175
batten screening with hinged access gates.
600
Timber framed decking to have h4 treated timber structure in
accordance with structural engineers design and detail. Provide
86 x 19mm Boral blackbutt decking (Standard & Better Grade)
with s/s screw fixing to structure. Decking shall be installed in
accordance with Timber Queensland Technical Data Sheet 13.
Concrete block retaining wall to be in accordance with
structural engineers design and detail. Footings and slab
construction shall to be in accordance with engineers design
and detail. Termite barriers to comply with AS 3660.1 Approved A B C D E
'Kordon' termite barriers are required to perimeter and
penetrations of slab to be designed and installed by specialist
approved contractor - guarantees are required by the owner
from the manufacturer / installer of the termite barriers. Provide
moisture barrier (200UM) under slab with 200mm laps.
Securely tape joints. Slab to have fall away from building line.
Section A
A 1:50
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale
building design
skale.com.au
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A2)
BT
1:50 Rev Details Date
drawing number
3.1 P1 © Skale Building Design
Page 10
¿ play your part - print on recycled paper 2.5m 2 1.5 1 0.5
New column & floor beam to be in accordance with
structural engineers design and detail. Beam to have
fire-protective grade plasterboard sheeting to achieve
30/30/30 FRL.
3 2 1
5 710 3 580 Timber & steel framed walls to be in accordance with structural
engineers design and detail. Wall to form cavity for sliding door unit.
New column to be in accordance with structural engineers design and
detail. Column to have fire-protective grade plasterboard sheeting to
achieve 30/30/30 FRL.
5 000
Ceiling
200
structural height
door height
u/s bulk head
2 500
2 500
2 400
2 220
2 420
2 500
Ground floor
Existing fire rated concrete block wall unchanged.
3 2 1
Existing windows and door to be removed. New doors to
be provide as scheduled.
Section B
B 1:50
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale
building design
skale.com.au
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A2)
BT
1:50 Rev Details Date
drawing number
3.2 P1 © Skale Building Design
Page 11
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Door and Window Schedules
ID Details Height Width Glazing Screens 2D Symbol View from Opening Side
AWS Aluminium framed swing door Toughened
2 445
with single light glazed panel. Door to Sunergy®
D01 2 400 820
have ICON™ Hinged Door Lock Neutral - Acid
hardware. Etched
910
AWS SlideMASTER™ Sliding Door
Aluminium framed sliding door. Door
to have ICON™ Sliding Door Handle Toughened
2 400
D02 with mortice lock, interior turn snib. 2 400 3 950 Sunergy®
Keyed alike to D01. Door to rebate Neutral
inside framed cavity with drainage sub
3 950
sill.
AWS SlideMASTER™ Sliding Door
Aluminium framed sliding door. Door
to have ICON™ Sliding Door Handle Toughened
2 400
D03 with mortice lock, interior turn snib. 2 400 4 175 Sunergy®
Keyed alike to D01. Door to rebate Neutral
inside framed cavity with drainage sub
4 175
sill.
Semi solid core flush panel swing door
2 145
with Kamen Kali on Round Rose
D04 2 100 800
(Brushed Brass - Privacy set) door
hardware by Designer Doorware.
890
Semi solid core flush panel swing door
2 145
with Kamen Kali on Round Rose
D05 2 100 720
(Brushed Brass - Privacy set) door
hardware by Designer Doorware.
810
Semi solid core flush panel swing door
2 145
with Kamen Kali on Round Rose
D06 2 100 720
(Brushed Brass - Privacy set) door
hardware by Designer Doorware.
810
Semi solid core flush panel swing door
2 145
with Kamen Kali on Round Rose
D07 2 100 680
(Brushed Brass - Privacy set) door
hardware by Designer Doorware.
770
AWS SlideMASTER™ Sliding Door
Toughened
Aluminium framed sliding door. Door
2 700
Sunergy®
D08 to have ICON™ Recessed Sliding 2 700 3 890
Neutral - Acid
Door Handle. Door to rebate inside
Etched
framed cavity.
3 890
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:1 Rev Details Date
drawing number
5.1 P1 © Skale Building Design
Page 12
¿ play your part - print on recycled paper
Door and Window Schedules
ID Details Height Width Glazing Screens 2D Symbol View from Opening Side
Semi solid core flush panel cavity
2 400
sliding door with Kamen Kali on Round
D09 2 400 770
Rose (Brushed brass - Privacy set)
door hardware by Designer Doorware.
770
Semi solid core flush panel swing door
2 445
with Kamen Kali on Round Rose
D10 2 400 720
(Brushed Brass - Privacy set) door
hardware by Designer Doorware.
810
2 400
D11 Frameless glass shower screen. 2 400 750
750
Toughened
AWS Aluminium framed Altair louvre Insect
1 100
Sunergy®
W01 window with 152mm blades with low 1 100 2 390 screening -
Neutral - Acid
profile handles. XXX Tight weave 2 390
Etched
AWS Aluminium framed Altair louvre Toughened
Insect
1 200
window with 152mm blades with low Sunergy®
W02 1 200 1 775 screening -
profile handles coupled to fixed glass Neutral - Acid
Tight weave
panel. XO Etched 1 775
AWS Aluminium framed Altair louvre Toughened
Insect
1 200
window with 152mm blades with low Sunergy®
W03 1 200 1 950 screening -
profile handles coupled to fixed glass Neutral - Acid
Tight weave
panel. OX Etched 1 950
AWS Aluminium framed Altair louvre
window with 152mm blades with low Toughened Insect
900
W04 profile handles. X Note window 900 610 Sunergy® screening -
dimensions to match adjoining Neutral Tight weave 610
window, builder to verify.
AWS Aluminium framed Altair louvre Toughened Insect
1 250
W05 window with 152mm blades with low 1 250 700 Sunergy® screening -
profile handles. X Neutral Tight weave
700
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:1 Rev Details Date
drawing number
5.2 P1 © Skale Building Design
Page 13
¿ play your part - print on recycled paper
Door and Window Schedules
ID Details Height Width Glazing Screens 2D Symbol View from Opening Side
AWS SlideMASTER™ Sliding Door
Toughened
Aluminium framed sliding door to form
1 370
Sunergy®
W06 window corner unit Window to lock to 1 370 2 466
Neutral - Acid
W07. Door to have ICON™ Recessed
Etched 2 466
Sliding Door Handle.
AWS SlideMASTER™ Sliding Door
Toughened
Aluminium framed sliding door to form
1 469
Sunergy®
W07 window corner unit Window to lock to 1 469 3 330
Neutral - Acid
W06. Door to have ICON™ Recessed
Etched 3 330
Sliding Door Handle.
/Users/benthornton/Dropbox/My Mac (Bens-iMac)/Documents/Cadfiles/2001 -
Kirkman/Archicad/20092021/2001.pln
sbt designs pty ltd t/a
Skale Building Design project Residence lot no. -- P1 BA Issue 13/8/21
project number
Mobile: 0412 025 657
for David & Jan Kirkman plan no. -- CD01 Conceptual issue 22/1/20
2001
skale skale.com.au
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at
U2/16 Barbados Court
Noosa Sound
drawn
scale (A3)
BT
1:1 Rev Details Date
drawing number
5.3 P1 © Skale Building Design