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Skale plans
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Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn specifications. Roof framing to be in accordance with structural have a min. 3 star water efficiency labelling and standards rating supervised by trained traffic management personnel should be adopted for the
of the building. Where workers are required to enter small spaces they should
engineers design and detail. be scheduled so that access is for short periods. Manual lifting and other manual
as per the requirements of the QDC . work site when appropriate as determined by the builder.
¿ play your part - print on recycled paper activity should be restricted in small spaces.
Notes and Conditions Rainwater Goods Services
Drawing Schedule In a new class 1 building hot water is supplied by a– Rupture of services during excavation or other activity creates a variety of risks
Public Access
No: Drawing Name General Notes All gutters and downpipes to be in accordance with (a) heat pump or a solar hot water system that is eligible to including release of hazardous material. Existing services are located on or
Public access to construction and demolition sites and to areas under
These schedules are to be read in conjunction with architectural manufacturers specifications and NCC 3.5.2. Provide fall of min. maintenance causes risk to workers and public. Warning signs and secure
receive: around this site. Where known, these are identified on the plans but the exact
barriers to unauthorised access should be provided. Where electrical
1.0 Notes drawings, structural engineer and hydraulic engineer drawings 1:500 for eave gutter and 1:100 for box gutters. All internal box (i) in a building with 3 or more bedrooms, at least 22 Renewable location and extent of services may vary from that indicated. Services should be
installations, excavations, plant or loose materials are present they should be
and any other external consultants. Any discrepancy with these gutters to have overflow spitters at all rain water outlets. located using an appropriate service (such as Dial Before You Dig), appropriate
Energy Certificates; or excavation practice should be used and, where necessary, specialist contractors
secured when not fully supervised.
1.1 Site plan schedules or other documentation is to be referred to the Downpipes to be spaced not more than 12m and within 1.2m of (ii) in a building with less than 3 bedrooms, at least 14 should be used.
designer for written direction prior to the commencement of valley gutters. All storm water disposal to be in accordance with Operation use of the building
Renewable Energy Certificates; or This building has been designed as a residential building. If it, at a later date, is
1.2 Floor plan - Sub floor works. All works to be in accordance with the Building Act 1975, hydraulic engineers design and detail. All roof drainage systems (b)gas hot water system with an energy rating of at least five Overhead power lines are near or on this site. These pose a risk of electrocution
used or intended to be used as a workplace, the provisions of the Work Health
Standard Building Regulation, Building Code of Australia, and fixings to be in accordance with manufacturers if struck or approached by lifting devices or other plant and persons working
stars. above ground level. Where there is a danger of this occurring, power lines
and Safety Act 2011 or subsequent replacement Act should be applied to the
1.3 Floor plan - GF Queensland Development Code, Local government regulations specifications. All storm water drainage to be in accordance with (Note: Renewable Energy Certificates are issued under the should be, where practical, disconnected or relocated. Where this is not practical
new use.
and relevant Australian Standards. The Builder is to clarify all hydraulic engineers design and detail. Commonwealth Government’s Mandatory Renewable Energy adequate warning in the form of bright coloured tape or signage should be used
Other high risk activity
1.4 Floor plan - FF dimensions on site prior to the commencement of any works. Target.). The unit shall be located as close as practical to the or a protective barrier provided.
All electrical work should be carried out in accordance with Code of Practice:
The author of the drawings takes no responsibility for details as Windows & Glazing main bathroom in accordance with the Queensland Plumbing Managing Electrical Risks at the Workplace, AS/NZ 3012 and all licensing
Manual tasks
1.5 Roof plan shown if changes are made during or prior to construction Windows and glazed doors are to be selected aluminium framed and Wastewater Code. Components within this design with a mass in excess of 25kg should be lifted by
requirements.
without written notice or approval. Do not scale off plans use with selected clear anodised finish to comply with AS 2047. All All work using Plant should be carried out in accordance with Code of Practice:
Dimension plan - Sub two or more workers or by mechanical lifting device. Where this is not practical,
Managing Risks of Plant at the Workplace.
1.6
floor figure dimensions only. The maximum height of construction is fixings to comply with AS 1288 and AS 2047 for the nominated Safety Notes suppliers or fabricators should be required to limit the component mass.
All work should be carried out in accordance with Code of Practice: Managing
to comply with local authority planning scheme (excluding wind category. Site measure openings prior to ordering Falls, slips, trips
Noise and Preventing Hearing Loss at Work.
Working at heights during construction All material packaging, building and maintenance components should clearly
1.7 Dimension plan - GF relaxations as per town planning approval).The author takes no windows. All glazing to be in accordance with NCC 3.6 Wherever possible, components for this building should be prefabricated off-site show the total mass of packages and where practical all items should be stored
Due to the history of serious incidents it is recommended that particular care be
responsibility for cut/fill levels resulting from the documented exercised when undertaking work involving steel construction and concrete
or at ground level to minimise the risk of workers falling more than two metres. on site in a way which minimises bending before lifting. Advice should be
1.8 Dimension plan - FF placement.
levels and contours. The Builder is to comply with statutory and Insulation However, construction of this building will require workers to be working at provided on safe lifting methods in all areas where lifting may occur.
contractual environmental protection requirements. The builder Roof insulation to have R1.3 55mm Permastop® Building heights where a fall in excess of two metres is possible and injury is likely to
1.9 Drainage plan result from such a fall. The builder should provide a suitable barrier wherever a Construction, maintenance and demolition of this building will require the use of
shall verify all existing structure prior to commencement of Blanket and Pink® Ceiling Batts R3.0 as manufactured by person is required to work in a situation where falling more than two metres is a portable tools and equipment. These should be fully maintained in accordance
Electrical plan - Lighting - works, any discrepancies are to be reported to the designer and Fletcher Insulation to all ceilings. All insulation to be installed in possibility. with manufacturer’s specifications and not used where faulty or (in the case of
1.10 engineer for written direction. accordance with manufacturers specifications. electrical equipment) not carrying a current electrical safety tag. All safety
Sub floor
Wall Batts R2.5 as manufactured by Fletcher Insulation to all Working at heights during operation and/or maintenance guards or devices should be regularly checked and Personal Protective
Electrical plan - Lighting - Cleaning and maintenance of windows, walls, roof or other components of this Equipment should be used in accordance with manufacturer’s specification.
1.11 Services external framed walls. All framed walls to have Sisalation® wall
GF building will require persons to be situated where a fall from a height in excess
Electrical plan - Lighting - Builder to locate all services before commencement of wrap light duty. All insulation to be installed in accordance with of two metres is possible. Where this type of activity is required, scaffolding, fall Hazardous substances
1.12 manufacturers specifications.
FF construction. Waste services connection to existing sewerage barriers or Personal Protective Equipment should be used in accordance with Asbestos
system and to comply with local authority regulations and Water relevant codes of practice, regulations or legislation. This sitevacant. The builder should check and, if necessary, take appropriate
Electrical plan - Services - action before commencement of works to ensure that the removal of any
1.13 Ceiling Linings
Sub floor Supply Act 1949. Roof water to discharge via downpipes to Anchorage points for portable scaffold or fall arrest devices have been included existing hazardous materials that may be present on the site. Should any
Electrical plan - Services - street channel in accordance with local authorities regulations 10mm gyprock sheeting typically. Linings fixed in accordance in the design for use by maintenance workers. Any persons engaged to work on remains of hazardous materials be discovered the builder shall to steps as
1.14
GF and hydraulic engineers design and detail. with AS 2589 and finished to level 4 standard. Ceiling and wall the building after completion of construction work should be informed about the deemed appropriate to remove such hazardous materials.
lining junction to be square set. anchorage points.
Electrical plan - Services - Powdered materials
1.15
FF Excavation Slippery or uneven surfaces Many materials used in the construction of this building can cause harm if
All earthworks are to be in accordance with engineers design Wall Linings Floor finishes inhaled in powdered form. Persons working on or in the building during
1.16 AC Layout plan - GF
and detail, AS 3798 and NCC 3.1.1. Site drainage to be in 10mm gyprock sheeting typically. Linings fixed in accordance Where specified finishes have been selected to minimise the risk of floors and construction, operational maintenance or demolition should ensure good
accordance with NCC 3.1.2 The contractor is to verify all levels with AS 2589 and finished to level 4 standard. Ceiling and wall paved areas becoming slippery when wet or when walked on with wet shoes/ ventilation and wear Personal Protective Equipment including protection against
1.17 AC Layout plan - FF feet. Any changes to the specified finish should be made in consultation with the inhalation while using powdered material or when sanding, drilling, cutting or
and dimensions, before commencement of work and any lining junction to be square set. designer or, if this is not practical, surfaces with an equivalent or better slip otherwise disturbing or creating powdered material.
discrepancies shall be reported to the designer before resistance should be chosen.
2.1 Elevations
continuing. Any difference between the soil conditions Internal Linings (Wet areas) Treated timber
encountered on the site and the documentation shall be 6.0mm Villaboard fixed in accordance with manufacturers The owner is responsible for the selection of surface finishes in the pedestrian The design of this building includes provision for the inclusion of treated timber
2.2 Elevations trafficable areas of this building. Surfaces should be selected in accordance with within the structure. Dust or fumes from this material can be harmful. Persons
reported to the Engineer before continuing site preparation. specification. Waterproof all wet areas in accordance with AS AS HB 197:1999 and AS/NZ 4586:2004. working on or in the building during construction, operational maintenance or
Finished ground levels to fall 1:20 for 1m from perimeter of 3740 demolition should ensure good ventilation and wear Personal Protective
3.1/1 Section A - Part 1
building. Steps, loose objects and uneven surfaces Equipment including protection against inhalation of harmful material when
Ceiling Framing Due to design restrictions for this building, steps and/or ramps are included in sanding, drilling, cutting or using treated timber in any way that may cause
3.1/2 Section A - Part 2 the building which may be a hazard to workers carrying objects or otherwise harmful material to be released. Do not burn treated timber.
Footings and Slab TS20 ceiling battens typical @450mm max. centres. occupied. Steps should be clearly marked with both visual and tactile warning
3.2/1 Section B - Part 1
Footings and slab construction shall to be in accordance with during construction, maintenance, demolition and at all times when the building Volatile organic compounds
engineers design and detail and NCC 3.2. Slab on ground is to Fire safety operates as a workplace. Many types of glue, solvents, spray packs, paints, varnishes and some cleaning
be monolithic to be in accordance with engineers design and Fire separation to be provide in accordance with NCC 3.7.1 materials and disinfectants have dangerous emissions. Areas where these are
3.2/2 Section B - Part 2 Building owners and occupiers should monitor the pedestrian access ways and used should be kept well ventilated while the material is being used and for a
detail and AS 2870 to provide a termite barrier. Termite barriers where applicable. Smoke alarms to be in accordance with NCC in particular access to areas where maintenance is routinely carried out to period after installation. Personal Protective Equipment may also be required.
3.3 Section C
to comply with AS 3660.1 and NCC 3.1.3. Approved 'Kordon' 3.7.2. ensure that surfaces have not moved or cracked so that they become uneven The manufacturer’s recommendations for use must be carefully considered at all
termite barriers are required to perimeter and penetrations of and present a trip hazard. Spills, loose material, stray objects or any other times.
new and modified slabs. All installation and application of the Light and Ventilation matter that may cause a slip or trip hazard should be cleaned or removed from Synthetic mineral fibre
3.4 Section D access ways. Fibreglass, rockwool, ceramic and other material used for thermal or sound
termite management systems are to be carried out in strict Light and ventilation to be in accordance with NCC 3.8.4 & insulation may contain synthetic mineral fibre which may be harmful if inhaled or
3.5 Section E
accordance with the manufacturers specifications - guarantees 3.8.5. Contractors should be required to maintain a tidy work site during construction, if it comes in contact with the skin, eyes or other sensitive parts or the body.
are required by the owner from the manufacturer / installer of maintenance or demolition to reduce the risk of trips and falls in the workplace. Personal Protective Equipment including protection against inhalation of harmful
the termite barriers. Provide moisture barrier (200UM) under Floor Wastes Materials for construction or maintenance should be stored in designated areas material should be used when installing, removing or working near bulk
5.1 Schedules away from access ways and work areas. insulation material.
slab with 200mm laps. Securely tape joints. Floor wastes to be provided to all wet areas with floors graded
5.2 Schedules
to floor wastes. Falling objects Timber finishes
Framing Loose materials or small objects This building contains finished timber products which have an applied finish.
All timber framing to be in accordance with NCC 3.4, the Stairs and Balustrades Construction, maintenance or demolition work on or around this building is likely Areas where finishes are applied should be kept well ventilated during sanding
5.3 Schedules to involve persons working above ground level or above floor levels. Where this and application and for a period after installation. Personal Protective Equipment
Building Act 1975 and AS 1684.2 National Timber Framing Code Stairs and balustrades to be in accordance with NCC 3.9.2. occurs one or more of the following measures should be taken to avoid objects may also be required. The manufacturer’s recommendations for use must be
N3 and in accordance with engineers design and detail. All where required. falling from the area where the work is being carried out onto persons below. carefully considered at all times.
external timber to be H3 treated or natural durable hwd timber. Prevent or restrict access to areas below where the work is being carried out.
All internal structural timber to be h2 treated. Setout Provide toeboards to scaffolding or work platforms. Confined spaces
Provide protective structure below the work area. Excavation
House to be setout by a registered surveyor. Surveyor to Ensure that all persons below the work area have Personal Protective Construction of this building and some maintenance on the building will require
Masonry provide certificate at frame and completion stage for Equipment. excavation and installation of items within excavations. Where practical,
Masonry to comply with NCC 3.3 and AS3700-2001 and to be in confirmation of building setout and heights. installation should be carried out using methods which do not require workers to
accordance with engineers design and detail. Provide Building components enter the excavation. Where this is not practical, adequate support for the
During construction, renovation or demolition of this building, parts of the excavated area should be provided to prevent collapse. Warning signs and
weatherproofing in accordance with NCC 3.3.4. Energy Efficiency structure including fabricated steelwork, heavy panels and many other barriers to prevent accidental or unauthorised access to all excavations should
The house is to have an energy assessment carried out by an components will remain standing prior to or after supporting parts are in place. be provided.
Wall cladding accredited professional to verify that the building complies as a Contractors should ensure that temporary bracing or other required support is in
All external lined walls to be in accordance with NCC 3.5.3. All energy rating of not less than 6 stars as per the requirements of place at all times when collapse which may injure persons in the area is a Enclosed spaces
possibility. Enclosed spaces within this building may present a risk to persons entering for
wall cladding systems and fixings to be in accordance with the Queensland Development Code (QDC) MP 4.1. construction, maintenance or any other purpose. The design documentation
manufacturers specifications. Mechanical lifting of materials and components during construction, calls for warning signs and barriers to unauthorised access. These should be
The building shall have a energy efficient lighting to a min. of maintenance or demolition presents a risk of falling objects. Contractors should maintained throughout the life of the building. Where workers are required to
Roof Construction 80% of all fittings as per the requirements of the QDC. ensure that appropriate lifting devices are used, that loads are properly secured enter enclosed spaces, air testing equipment and Personal Protective
and that access to areas below the load is prevented or restricted. Equipment should be provided.
Timber & steel roof framing to be in accordance with structural
engineers design and detail. Roof cladding to be 0.42mm Any air conditioning installed in the premises is to have an EER Traffic Management Small spaces
COLORBOND® steel BlueScope Lysaght TRIMDEK® roof of at least 2.9 as per the requirements of the QDC. Parking of vehicles or loading/unloading of vehicles on this roadway may cause Some small spaces within this building will require access by construction or
sheeting to be fixed in accordance with manufacturers a traffic hazard. During construction, maintenance or demolition of this building maintenance workers. The design documentation calls for warning signs and
designated parking for workers and loading areas should be provided. Trained barriers to unauthorised access. These should be maintained throughout the life
specifications to be fixed in accordance with manufacturers All shower roses are to have a min. 3 star water efficiency traffic management personnel should be responsible for the supervision of these of the building. Where workers are required to enter small spaces they should
specifications. Roof framing to be in accordance with structural labelling and standards rating as per the requirements of the areas. be scheduled so that access is for short periods. Manual lifting and other manual
engineers design and detail. QDC. activity should be restricted in small spaces.
Construction of this building will require loading and unloading of materials on
the roadway. Deliveries should be well planned to avoid congestion of loading Public Access
Rainwater Goods All toilet cisterns are to be dual flush and to have a min. 4 star areas and trained traffic management personnel should be used to supervise Public access to construction and demolition sites and to areas under
All gutters and downpipes to be in accordance with water efficiency labelling and standards rating as per the loading/unloading areas. maintenance causes risk to workers and public. Warning signs and secure
manufacturers specifications and NCC 3.5.2. Provide fall of min. requirements of the QDC. barriers to unauthorised access should be provided. Where electrical
1:500 for eave gutter and 1:100 for box gutters. All internal box Busy construction and demolition sites present a risk of collision where installations, excavations, plant or loose materials are present they should be
deliveries and other traffic are moving within the site. A traffic management plan secured when not fully supervised.
gutters to have overflow spitters at all rain water outlets. All tapware servicing kitchens, laundry tubs and basins are to supervised by trained traffic management personnel should be adopted for the
Downpipes to be spaced not more than 12m and within 1.2m of have a min. 3 star water efficiency labelling and standards rating work site when appropriate as determined by the builder. Operation use of the building
valley gutters. All storm water disposal to be in accordance with as per the requirements of the QDC . This building has been designed as a residential building. If it, at a later date, is
hydraulic engineers design and detail. All roof drainage systems Services used or intended to be used as a workplace, the provisions of the Work Health
Rupture of services during excavation or other activity creates a variety of risks and Safety Act 2011 or subsequent replacement Act should be applied to the
and fixings to be in accordance with manufacturers In a new class 1 building hot water is supplied by a– including release of hazardous material. Existing services are located on or new use.
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
specifications. All storm water drainage to be in accordance with (a) heat pump or a solar hot water system that is eligible to
sbt designs pty ltd t/a
Skale Building Design hydraulic engineers design and detail.
builder receive:
Chris Fletcher around this site. Where known, project Residence
these are identified on the plans but the exact
Director / Builderlocation and extent of services may vary from that indicated. Services should be
lot no.
Other high risk activity
9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657
(i) in a building with 3 or more bedrooms, at least 22 Renewable
Squire Developmentlocated using
Group anLtd
Pty appropriate service (such Dereke
as Dial Before& YouMelanie SeetoAll
Dig), appropriate plan
electrical work should no. out in accordance with Code of Practice:
be carried 99140 G Revised Construction issue 23/7/20
1901
0412 743 408 excavation practice shouldfor
skale
be used and, where necessary, specialist contractors Managing Electrical Risks at the Workplace, AS/NZ 3012 and all licensing F Revised Construction issue 9/7/20
skale.com.au Windows & Glazing Energy Certificates; or should be used. 71 Noosa River Drive requirements. drawn BT drawing number
E Revised BA issue 29/6/20
Windows and glazed doors are to be selected aluminium framed (ii) in a building with less than 3 bedrooms, at least 14 All work using Plant should be carried out in accordance with Code of Practice:
building design
[email protected]
with selected clear anodised finish to comply with AS 2047. All
A.C.N. 123 976 296 QBCC: 1143 609 Renewable Energy Certificates; or Overhead power lines are nearat or on this site. Noosa
These pose North Shore Managing Risks of Plant
a risk of electrocution scale (A2)
at the Workplace. 1:100, 1:1 Rev Details Date 1.0 H © Skale Building Design
fixings to comply with AS 1288 and AS 2047 for the nominated (b)gas hot water system with an energy rating of at least five if struck or approached by lifting devices or other plant and persons working All work should be carried out in accordance with Code of Practice: Managing
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Full text of pages 2 to 14 (of 30)
Page 2
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Details
LOT: 9
Plan : 99140
Parish : -
County : -
LGA : Noosa Shire Council
Locality : Noosa North Shore
Zone : Detatached Housing
Housing Overlays :
Site Area : 1113m2
Floor Area
Area m2
Carport 60.00
Deck (roofed) 74.52
Living FF 117.20
Living GF 233.01
484.73 m²
SITE NOTES
These schedules are to be read in conjunction with
architectural drawings, structural engineer and
hydraulic engineer drawings and any other external Waste disposal system to be in accordance with
consultants. Any discrepancy with these schedules or ASI report 190241(A)
Timber framed decking stairs to have h4 treated
other documentation is to be referred to the designer timber structure in accordance with structural
for written direction prior to the commencement of engineers design and detail. Provide 86 x 19mm
works. All works to be carried out in accordance with blackbutt decking (Standard & Better Grade) with
0.65
0.70
the engineers design and documentation.
0.82
1.05
Buildex® Dec-King® stainless steel self drilling
1.06
bdy to fascia
1
0.95
All works to be in accordance with the Building Act decking screws to structure. Decking shall be installed
1.04
1 617
bdy to wall line
1
1.03
1975, Standard Building Regulation, Building Code of in accordance with Timber Queensland Technical Data
0.45
1.18
0.89
1
Australia, Queensland Development Code, Local Sheet 13. Stairs to be in accordance with NCC 3.9.1.
1
2 517
government regulations and relevant Australian Provide spotted gum 50mm Handrail to have selected
1800mm high Colorbond fencing
115°00'
316 stainless steel offset brackets, handrail to comply 1800mm high Colorbond fencing
Standards. The Builder is to clarify all dimensions on 54.315
with NCC 3.9.1.
site prior to the commencement of any works. The
River Orig.
0.62
0.96
author of the drawings takes no responsibility for
0.99
0.25
bdy to fascia
bdy to deck
details as shown if changes are made during or prior to Existing pontoon unchnaged.
0.72
1 717
1.16
construction without written notice or approval. Do not
1 617
900
0.98
scale off plans use figure dimensions only. The
11 010
maximum height of construction is to comply with the bdy to wall line
RIVER
0.68
local authority planning scheme (excluding relaxations
1.13 18
PROPOSED RESIDENCE
as per town planning approval). The author takes no 900 10 110
0.
bdy to fascia
NOOSA RIVER DRIVE
1.05
responsibility for cut/fill levels resulting from the Concrete driveway to be in accordance structural
0.66
documented levels and contours. 9
0.65
engineers design and detail. Driveway to comply
1.23
The Builder is to clarify all dimensions on site prior to with AS2890.1. Provide new crossover in
1.14 .53 1.52
1.13
Pontoon
20.117
1200mm high Aluminium fencing
the commencement of any works. The author of the accordance with local authority regulations.
²
0.62
3m
205°00'
drawings takes no responsibility for details as shown if 7 - T6500 (29560 litres) Driveway grades to be in accordance with
1
NOOSA
1
L
1
0.4I
changes are made during or prior to construction AS2890.1. Driveway to be in selected exposed
0.69
1
0.65
y aggregate concrete with tool joints as detailed,
without written notice or approval. Do not scale off Pol
dia
0.70
75 provide slip resistant clear sealer coat to entire
plans use figure dimensions only. 0.1
0.42
7 - T6500 (29560 litres) driveway, applied in accordance with
IL
1.03
The Builder is to comply with statutory and contractual
0.58
manufacturers specifications.
0.77
environmental protection requirements, including the 12 062 600 8 170
1.06
0.37
1.07
provision of sediment control barriers and controlled bdy to fascia
Drainage pipe and headwall to engineers design
1.04
1200mm high Aluminium fencing 7 - T6500 (29560 litres)
gravel access to the site during construction, with best 8 770 and detail with connection to existing drainage.
practice methods used. 11 462 600 bdy to slab line
0.67
Builder to locate all services before commencement of
1.13
p
Speed Hum
1.06
0.74
construction.
PROPOSED CARPORT
750
House to be setout by a registered surveyor. Surveyor n
Sig
600
0.57
to provide certificate at frame and completion stage for
Aluminium fencing
0.63
1.25
1.12
1200mm high
1.14
0.86
1.36
0.68
0.56
confirmation of building setout and heights.
0.98
1
1.29
0.77
0.24
ole
in P
1.02
ail
56.327 : N
bdy to wall line
bdy to fascia
bdy to slab line
bdy to fascia
BM : 1.29
0.81
River Orig. RL
1.03
1 360
900
2 110
1 500
1
295°00'
Concrete driveway to be in accordance structural
engineers design and detail. Driveway to comply
with AS2890.1. Provide new crossover in
7 Roof 7.84 accordance with local authority regulations.
2.2eck Driveway grades to be in accordance with
D
AS2890.1. Driveway to be in selected exposed
aggregate concrete with tool joints as detailed,
provide slip resistant clear sealer coat to entire
driveway, applied in accordance with
manufacturers specifications.
6
2.4 L
FF
Roof 8.34 Roof 8.80
Site plan
1:200
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100, 1:200, 1:1 Rev Details Date 1.1 H © Skale Building Design
Page 3
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PLAN LEGEND
a/c air conditioning unit
b basin
bin waste disposal bin
bbq barbeque
bth bath
cm coffee maker
con concrete
dry clothes dryer
dw dishwasher
dwn down stair direction
dp down pipe
eg eave gutter
fw floor waste
ofs overflow spitter
pty pantry
ref refrigerator
rh range hood
rwh rain water head
rwo rain water outlet
s sink
swg stormwater grate/pit
shr shower Timber framed hwd stairs with open risers. Stairs to comply with NCC 3.9.1.
shs steel post A B
t laundry tub 100 x 16mm H4 treated hwd paling undercroft screening with H4 treated hwd
up up stair direction posts and rails. Screening to have palings spaced with 75mm gap and palings
wc toilet suite to each side of rails offset. Undercroft are to have full perimeter screening.
wm washing machine
wo wall oven
C D E F G
3x Bushmans T6500 (30 000L) water tank to be semi in ground max. depth 750mm. tank to have C D E
washed river sandbase and compacted with a plate compactor, to provide a firm level base. Tank
3 600 7 700 1 900 10 470 3 090 5 320
to be installed in accordance with tank manufacturers specifications.
1800mm high Colorbond fencing 1800mm high Colorbond fencing 1800mm high Colorbond fencing
1 8 7 6 5 4 3 2 1
1
800
800
2 2
1200mm high Aluminium fencing
100 x 16mm H4 treated hwd paling undercroft screening with H4 treated hwd
posts and rails. Screening to have palings spaced with 75mm gap and palings
to each side of rails offset.
6 300
6 300
Undercroft
A Bushmans T6500 A
Timber framed decking stairs to have h4 treated timber structure in accordance (30 000L) water tank
with structural engineers design and detail. Provide 86 x 19mm spotted gum Concrete driveway to be in accordance structural
decking (Standard & Better Grade) with Buildex® Dec-King® stainless steel self engineers design and detail. Driveway to comply with
drilling decking screws to structure. Decking shall be installed in accordance AS2890.1. Provide new crossover in accordance with
with Timber Queensland Technical Data Sheet 13. Stairs to be in accordance local authority regulations. Driveway grades to be in
with NCC 3.9.1. Provide spotted gum 50mm Handrail to have selected 316 accordance with AS2890.1. Driveway to be in selected
stainless steel offset brackets, handrail to comply with NCC 3.9.1. exposed aggregate concrete with tool joints as detailed,
Bushmans T6500 provide slip resistant clear sealer coat to entire driveway,
3 (30 000L) water tank applied in accordance with manufacturers specifications. 3
Store 7 - T6500 (29560 litres)
1 200
1 200
Concrete
1200mm high Aluminium fencing
4 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
4
2 300
2 300
Bushmans T6500
(30 000L) water tank
7 - T6500 (29560 litres)
5 5
2x battened gates hot dip
1200mm high Aluminium fencing galv. shs frame 7 - T6500 (29560 litres)
5 690
5 690
2x battened gates hot dip
2x battened gates hot dip
galv. shs frame
galv. shs frame
Boat store
Concrete
B B
6 6
290mm Concrete block wall to be in accordance with structural engineers design and detail. Top
Aluminium fencing
1200mm high
course of block wall Lintel blocks unfilled as planter bed. Provide Rockcote acrylic render system
with sponge finish and painted with selected colour in accordance with final colour selections to
exposed wall surfaces. Refer to Rockcote for full coating system details. Planter to have 2x
40mm upvc drainage outlets and Emer-Proof Ecoflex Anti Root waterproofing system.
A B
190mm Concrete block wall to be in accordance with structural engineers design and detail.
Provide Rockcote acrylic render system with sponge finish and painted with selected colour in
accordance with final colour selections to exposed external wall surfaces (undercroft & inside 3 600
C 7 700 1 900
D 10 470
E 3 090 5 320
boat store area ironed joins and painted finish only). Refer to Rockcote for full coating system
details.
C D E F G
Floor plan - Sub floor
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.2 H © 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
bth bath
cm coffee maker
con concrete
dry clothes dryer
dw dishwasher
dwn down stair direction
dp down pipe
eg eave gutter
fw floor waste
ofs overflow spitter
pty pantry
ref refrigerator
rh range hood
rwh rain water head
rwo rain water outlet
s sink
swg stormwater grate/pit
shr shower
shs steel post A B
t laundry tub
up up stair direction
wc toilet suite
wm washing machine
wo wall oven
C D E F G
C D E
3 600 7 700 1 900 10 470 3 090 5 320
1800mm high Colorbond fencing 54.315m,
1800mm high 295° 0' 0.00"
Colorbond fencing 1800mm high Colorbond fencing
1 dp1
W09 W10 W11 W12 1
800
800
dp1 ac dp1 dp1
2 2
1200mm high Aluminium fencing
38 W08 D05 shr shr
50
W13
D20
D15
Outdoor Sitting W07 28
D04 Bedroom 4 bth 00
D09
Decking wc wc
Pdr Carpet
dp1
robe
Tile
Ensuite 2 Ensuite 2
28
robe
Tile Tile
00
D19
wc b b linen/store
b
6 300
6 300
W14
Bedroom 6
A 6 5 4 3 2 1
D18 D17 D16 Timber 2 A
D14
D08 D10
D12
robe
store 29 31
50 00
d over
W15
D03
Lounge
Outdoor Dining 28
bulkhea
Timber 1
D13
Decking
00 Bedroom 5
Media
1 2 3 4 5 6 wine
7 store
8 9 10 11 Carpet (terraced floor levels) Carpet
3 3
20.117m, 205° 0' 0.00"
32
store
50
1 200
1 200
28
39 00 W16
W17
00 dp2
1200mm high Aluminium fencing
Retractable insect screen dp2
4 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
4
W19 W18
D01
Foyer Entry Concrete Concrete Concrete
2 300
2 300
Timber 1 Decking
W01
Dining Concrete
5 Timber 1
dp1 5
39
00 Carport
D02
38 t Concrete
50 Laundry
W02
Tile
Retractable insect screen wm
dp1
beach
D06
5 690
5 690
shower rh dry
wine
tp ref
W05
W06
Outdoor Bar
Decking Kitchen Scullery
B B
W03
Carport
D07
Timber 1 Timber 1
Concrete
ubo ubo
ct df so
bev s s ref
dp1 rh mw ref
ref
6 ac dp1 6
bin bin bin
W04
Aluminium fencing
gas
1200mm high
clothesline clothesline
56.327m, 295° 0' 0.00"
dp2
A B
C D E
3 600 7 700 1 900 10 470 3 090 5 320
C D E F G
Floor plan - GF
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.3 H © Skale Building Design
Page 5
¿ 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
bth bath
cm coffee maker
con concrete
dry clothes dryer
dw dishwasher
dwn down stair direction
dp down pipe
eg eave gutter
fw floor waste
ofs overflow spitter
pty pantry
ref refrigerator
rh range hood
rwh rain water head
rwo rain water outlet
s sink
swg stormwater grate/pit
shr shower
shs steel post A B
t laundry tub
up up stair direction
wc toilet suite
wm washing machine
wo wall oven
C D E F G
C D E
3 600 7 700 1 900 10 470 3 090 5 320
54.315m, 295° 0' 0.00"
br1
1 W27 W30 1
W26
W29
br1
rwo W24 W25 W28 W31
800
800
dp1 dp1 dp1
2 shr
2
shr
eg1
58
60
W32
wc
W23
wc 58
Master suite Dressing
D27
rwo
Bedroom 2 60
rs2 Carpet Carpet
Carpet
b
Ensuite 1 b Bathroom 1
6 300
6 300
Tile Tile
A A
b Bedroom 3
Timber 2
2° Pitch b
D24
D22
W33
eg1
D25 D26 D28 D29 D30 D32
58
W22
60 Timber 2
D21
D31
3 3
20.117m, 205° 0' 0.00"
Pitch
1.5°
rs2 rs2
1 200
1 200
W21 W20
bg1 rwo
rwo bg1
4 ofs 4
2 300
2 300
br1
5 rwo
5
eg1
br1
rs2
br1
br1
rwo
5 690
5 690
2° Pitch rs2
eg1
2° Pitch
rs3
eg1
B B
br1
rwo
6 rwo 6
br1 br1 br1
56.327m, 295° 0' 0.00"
A B
C D E
3 600 7 700 1 900 10 470 3 090 5 320
C D E F G
Floor plan - FF
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.4 H © Skale Building Design
Page 6
¿ play your part - print on recycled paper 5m 4 3 2 1
ROOF PLAN LEGEND
bg1 Folded COLORBOND® steel BlueScope Lysaght
box gutter. Gutter to be fully supported with 20mm
structural sheet flooring. Gutter to be in accordance
with AS/NZS 3500.3. and achieve min 1:100 fall to
rwo. Provide overflow spitter to each end of gutter.
br1 Custom folded 150mm COLORBOND® steel
BlueScope Lysaght barge flashing to detail. 230 x
31mm h3 treated primed timber fascia.
dp1 90mm UPVC downpipes with Artplastics classic
downpipe flush joiners directed to street kerb &
channel in accordance with QDC.
dp2 150mm Dia UPVC down pipes directed to street
kerb & channel in accordance with QDC.
eg1 STRATCO 200mm Edge guttters in COLORBOND®
steel to be fixed in accordance with manufacturers
specifications. 230 x 31mm h3 treated primed timber
fascia. Gutters to have 10mm spacers to fascia to
provide overflow point. Gutter to have 1:200 fall to
rwo. A B
rwo Rainwater outlet
rs1 0.42mm COLORBOND® steel BlueScope Lysaght
TRIMDEK® roof sheeting @6 degree pitch to be
fixed in accordance with manufacturers C D E F G
specifications. Roof framing to be in accordance
with structural engineers design and detail. C D E
3 600 7 700 1 900 10 470 3 090 5 320
rs2 0.42mm COLORBOND® steel BlueScope Lysaght
TRIMDEK® roof sheeting @2 degree pitch to be
fixed in accordance with manufacturers
specifications. Roof framing to be in accordance
with structural engineers design and detail.
rs3 0.42mm COLORBOND® steel BlueScope Lysaght
TRIMDEK® roof sheeting @15 degree pitch to be br1 eg1 rwo eg1 rwo eg1 rwo eg1
fixed in accordance with manufacturers
1
specifications. Roof framing to be in accordance 1
800
800
with structural engineers design and detail.
2 2
600
600
eg1
600 160
160 600
rs2
6° Pitch
rs1 rs1
br1
br1
6 300
6 300
A A
24 x 275W
solar panels
eg1
230
3 3
rs4
1 200
1 200
br2 br2
40
bg1 bg1
4 4
2 300
2 300
br1
5 5
eg1
br1
rs2
br1
br1
5 690
5 690
eg1
rs2
eg1
B B
br1
6 6
br1
br1 br1
A B
3 600
C 7 700 1 900
D 10 470
E 3 090 5 320
C D E F G
Roof plan
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.5 H © Skale Building Design
Page 7
¿ 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
bth bath
cm coffee maker
con concrete
dry clothes dryer
dw dishwasher
dwn down stair direction
dp down pipe
eg eave gutter
fw floor waste
ofs overflow spitter
pty pantry
ref refrigerator
rh range hood
rwh rain water head
rwo rain water outlet
s sink
swg stormwater grate/pit
shr shower
shs steel post A B
t laundry tub
up up stair direction
wc toilet suite
wm washing machine
wo wall oven
C D E F G
3 600 7 700 1 900 10 470 3 090 5 320
3 600 7 700 1 900 10 470 3 090 5 320
1 8 7 6 5 4 3 2 1
1
800
800
2 2
800
800
6 300
6 300
6 300
6 300
3 7 - T6500 (29560 litres)
3
11 200
1 200
200
1 200
4 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
4
22 300
2 300
300
2 300
7 - T6500 (29560 litres)
5 5
7 - T6500 (29560 litres)
55 690
5 690
690
5 690
6 6
A B
3 600 7 700 1 900 10 470 3 090 5 320
3 600 7 700 1 900 10 470 3 090 5 320
C D E F G
Dimension plan - Sub Floor
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.6 H © Skale Building Design
Page 8
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5 320
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Page 9
r part - print on recycled ©) © 3 600 7 700 1900 10 470 3 090 5 320 18 840 | | L | ! 85 1 7 600 L 3.010 £1220 |910 | |650 1895 | | [600 2710 psdo | 1895 385) | [310 2710 670) L 7I 7I rr AAT a] 7 a7 7I | Pe L800 | 6 300 2210 90 2100 90 2100 90 ° 1 34 | - X — - — 2 S| oO] Q| al lal 8 fs) S| al S) g NI 5 + | ql 2 S| wo} of S S| wl «S| 6 a +] © al L-1 060 | 1210 |) |)90 690 | [1200 | 7 SO} SO} 3 3 N N (6) +—-—-—-—--- —— ee Tou oct es = -—--(5) ~ So} So} S| S| ite) ite) Oe SSS ESSE t | l ! | I I | | | | 1 | — ! ! ! | 1 I + 3.600 + 7700 L 1900 L 10 470 | 3.090 l 5 320 l —_~ Dimension plan - FF \ 4:100 L building design sbt designs pty Itd Ya Skale Building Design Mobile: 0412 025 657 skale.com.au [email protected] ACN. 123 976 296 QBCC: 1143 609 builder Chris Fletcher Director / Builder Squire Development Group Pty Ltd 0412 743 408 project for at Residence Dereke & Melanie Seeto 71 Noosa River Drive Noosa North Shore lot no. plan no. drawn scale (A2) OX USE arondsl on dekoerels Aedes kal en Aca OO 9 H_ | Revised Construction issue 2018/20 99140 G | Revised Construction issue 2317120 BT F | Revised Construction issue grri20 E | Revised BAissue 2916120 1:100 Rev _| Details Date project number 1901 drawing number 1.8 H © Skale Building Design)
Page 10
rs2 0.42mm COLORBOND® steel BlueScope Lysaght
¿ play your partroof
TRIMDEK® - print on
sheeting @2recycled paper
degree pitch to be 5m 4 3 2 1
fixed in accordance with manufacturers
specifications. Roof framing to be in accordance
with structural engineers design and detail.
rs3 0.42mm COLORBOND® steel BlueScope Lysaght
TRIMDEK® roof sheeting @15 degree pitch to be
fixed in accordance with manufacturers
specifications. Roof framing to be in accordance
with structural engineers design and detail.
DRAINAGE NOTES
All excavations to be in accordance with BCA 3.1.1. Site to have cut/
fill in accordance with geotechnical engineers design and detail.
Under slab fill to be in accordance with engineers design and detail.
Sediment control barriers are to be constructed to all disturbed areas
of ground.
Silt retention fences are to be installed prior to the commencement of
any earth works. The fence shall be constructed along the lowest
point of the proposed works to ensure that all surface storm water
runoff is captured. The fence shall remain in place until landscaping
and completed drainage measures are in place.
Upon completion of the construction works the builder shall ensure all
battered cut and fill banks are graded smooth including the
surrounding building platform area to all disturbed areas of the site.
The builder is to ensure that the graded levels around the building
allow for the adequate flow of water away from the building and 8 7 6 5 4 3 2 1
towards the rainwater pits. There shall be no ponding of water.
Sediment control barriers are to be installed in accordance with
ASTM D6461-99 Standard Specification for Silt Fence Materials. 150mm UPVC stormwater pipe 100mm UPVC stormwater pipe 100mm UPVC stormwater pipe
100mm UPVC stormwater pipe
150mm UPVC stormwater pipe
150mm UPVC stormwater pipe
100mm UPVC stormwater pipe
7 - T6500 (29560 litres)
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
7 - T6500 (29560 litres)
100mm UPVC stormwater pipe
100mm UPVC stormwater pipe
150mm UPVC overflow pipe
7 - T6500 (29560 litres)
150mm UPVC overflow pipe
150mm UPVC overflow pipe
stormwater pipe
100mm UPVC
150mm UPVC overflow pipe Overflow directed to
street swale drain
Drainage plan
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.9 H © Skale Building Design
Page 11
¿ play your part - print on recycled paper 5m 4 3 2 1
LEGEND - Lighting
3g Switching point & gang plate
CL1 Ceiling light - type 1
CL2
Ceiling light - type 2
cl3 Ceiling light - type 3
CB1
Cabinet light
P1
Pendant light - type 1
p2 Pendant light - type 2
WL1 Wall light - type 1
sl1 Step light - type 1
A B
sl2 Step light - type 1
nl2 Step light - type 1
sen Motion sensor C D E F G
gl1 Garden light - type 1
b1 Bollard light - type 1
fl1
Floor light - type 1
pl1 Pool light - type 1
Dimmable circuit
dim
1 8 7 6 5 4 3 2 1
1
2 2
cl3
cl3
3 7 - T6500 (29560 litres)
3
4 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
4
7 - T6500 (29560 litres)
cl3
5 5
7 - T6500 (29560 litres)
cl3 cl3
6 6
A B
C D E F G
Lighting plan - Sub Floor
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.10 H © Skale Building Design
Page 12
WO 5 320 10 470 1 900 seanenenscesnseejensensnssnses Tr apo 2x-cb4- ©) ©& 7700 bre (a) -—-— 3 600 type 1 Switching point & gang plate Pendant light - type 2 @ 8 = = > < S s 2 5 a Ceiling light - type 3 Garden light - type 1 Bollard light - type 1 ~ @ 3 = = > D> € o 3 Ceiling light Cabinet light Wall light - type 1 Step light - type 1 Step light - type 1 Step light - type 1 Motion sensor Floor light - type 1 Pool light - type 1 Dimmable circuit LEGEND - Lighting os ell lu sit si2 nl2 sen dim oglt » pit + B 5 320 3 090 10 470 b OQ © 1 900 7700 3 600 5) B 3 a 2 s 3 5 a 2 s g a @ H 11 drawing number project number 1 1901 20/8/20 23/7/20 9/7/20 29/6/20 Date ce x iS 2 S Sy IS by 3 x PI 8 5 < re} 3S Ea oe iS fey Hy = 3 E a = s iS § FS 2 Fa Fs fH ss Revised Construction issue Revised Construction issue Revised Construction issue Revised BA issue Details H G F E Rev 99140 BT 1:100 (A2) lot no. plan no. drawn scale Noosa North Shore Residence Dereke & Melanie Seeto 71 Noosa River Drive project for ~ oO Squire Development Group Pty Ltd Director / Builder 0412 743 408 Chris Fletcher builder 1:100 lan - GF Lightin A.CN. 123 976 296 QBCC: 1143 609 Skale Building Design Mobile: 0412 025 657 [email protected] skale.com.au sbt designs ply Itd ta building design SKOIE L
Page 13
¿ play your part - print on recycled paper 5m 4 3 2 1
LEGEND - Lighting
3g Switching point & gang plate
CL1 Ceiling light - type 1
CL2
Ceiling light - type 2
cl3 Ceiling light - type 3
CB1
Cabinet light
P1
Pendant light - type 1
p2 Pendant light - type 2
WL1 Wall light - type 1
sl1 Step light - type 1
A B
sl2 Step light - type 1
nl2 Step light - type 1
sen Motion sensor C D E F G
gl1 Garden light - type 1 3 600 7 700 1 900 10 470 3 090 5 320
b1 Bollard light - type 1
fl1 54.315m, 295° 0' 0.00"
Floor light - type 1
pl1 Pool light - type 1
Dimmable circuit
dim
1 1
800
800
2 2
cl1 cl1 cl1 cl1
cl2
cl2
6 300
6 300
cl1 cl1 cl2
cl1 cl1
2g
1g 1g 2g
2g
sl1 1g cl1
2g cl1 2w cl1 cl1 cl1 2g
sen
nl1 nl1 nl1 nl1
3 3
20.117m, 205° 0' 0.00"
1 200
1 200
4 4
2 300
2 300
5 5
5 690
5 690
6 6
56.327m, 295° 0' 0.00"
A B
3 600 7 700 1 900 10 470 3 090 5 320
C D E F G
Lighting plan - FF
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.12 H © Skale Building Design
Page 14
¿ play your part - print on recycled paper 5m 4 3 2 1
LEGEND - Electrical
1g
Switching point & gang plate
IS Isolation switch
Power outlet - single
Power outlet - double (typical 300
600
height off floor or as dimensioned)
Power outlet - with USB
600 u
connection point
WP
Power outlet - external
P
Phone outlet
IC
Intercom outlet - Video/audio/
gate release
F
Television outlet - Free TV
A B
P
Television outlet - Pay TV HD
Smoke detector/alarm
Meter box C D E F G
SB Sub board
AC Air conditioning unit
HC Hose cock + Timer
1 wp
8 7 6 5 4 3 2 1
1
rl 2830 HC
2 2
rl 2830
wp
3 Note : Power to 7 - T6500 (29560 litres)
3
be provided to
existing jetty
4 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
4
pump
HC
7 - T6500 (29560 litres)
5 5
rl 2830
rl 2830
wp
wp
7 - T6500 (29560 litres)
wp wp
rl 2830 rl 2830
6 6
HC
A B
C D E F G
Services plan - Sub Floor
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.13 H © Skale Building Design
The text continues on page 15.