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Attachment D - Proposed Primary Dwelling Building Plans · MCU22/0135
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PROPOSED NEW RESIDENCE AT NO. 49 DONNELLYS ROAD * Indicative Image Only Revision Schedule Project Address : Sheet Name: Project Status: Project Number: Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Title Page WD 20-060 1 WD 20/01/20 BJH Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: Email: [email protected] Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 00 C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
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Page 2
Hazards Identification & Risk Control GENERAL INFORMATION GENERAL NOTES GENERAL INFORMATION
1. FALLS, SLIPS, TRIPS 5.. MANUAL TASKS Construction of this building to be in accordance with the The builder is responsible to check all
a) WORKING AT HEIGHTS Components within this design with a mass in excess of 25kg should be lifted by two or more workers or by
following Australian governing bodies. existing services prior to beginning any Minimum Design Standards
DURING CONSTRUCTION mechanical lifting device. Where this is not practical, suppliers or fabricators should be required to limit the
Wherever possible, components for this building should be prefabricated off-site or at component mass. construction. Construction of this building to be in
ground level to minimise the risk of workers falling more than two metres. However, All material packaging, building and maintenance components should clearly show the total mass of packages ♦ National Construction Code (NCC) accordance with the following Australian
construction of this building will require workers to be working at heights where a fall in and where practical all items should be stored on site in a way which minimises bending before lifting. Advice
excess of two metres is possible and injury is likely to result from such a fall. The builder should be provided on safe lifting methods in all areas where lifting may occur. ♦ Queensland Development Code # Denotes cavity slider to manufactuers governing bodies.
should provide a suitable barrier wherever a person is required to work in a situation where Construction, maintenance and demolition of this building will require the use of portable tools and equipment. ♦ Standard Building Regulation 2006 specification, frames containing cavity sliders ♦ National Construction Code (NCC)
falling more than two metres is a possibility. These should be fully maintained in accordance with manufacturer’s specifications and not used where faulty or
DURING OPERATION OR MAINTENANCE (in the case of electrical equipment) not carrying a current electrical safety tag. All safety guards or devices ♦ Local government planning policies to be 90mm minimum U.N.O ♦ Queensland Development Code
Cleaning and maintenance of windows, walls, roof or other components of this building will should be regularly checked and Personal Protective Equipment should be used in accordance with ♦ Estate Design Guidelines ♦ Standard Building Regulation 2006
require persons to be situated where a fall from a height in excess of two metres is manufacturer’s specification. ♦ Local government planning policies
possible. Where this type of activity is required, scaffolding, ladders or trestles should be Builder to verify all dimensions prior to
used in accordance with relevant codes of practice, regulations or legislation. 6. HAZARDOUS SUBSTANCES Roof Construction beginning construction work. ♦ Estate Design Guidelines
Cleaning and maintenance of windows, walls, roof or other components of this building will ASBESTOS
require persons to be situated where a fall from a height in excess of two metres is (for alterations to a building constructed prior to 1990)
Colorbond sheet metal to be fixed in accordance with
possible. Where this type of activity is required, scaffolding, fall barriers or Personal This building was constructed prior to 1990 and therefore may contain asbestos either in cladding material or in manufactures specification. Electric HWS to minimum energy efficiency Site Plan Notes
Protective Equipment should be used in accordance with relevant codes of practice, fire retardant insulation material. The builder should check and, if necessary, take appropriate action before All ridge capping, steps, hips valleys and vent flashings to
regulations or legislation. demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.
regulations. Surface water drainage must be prevented
Anchorage points for portable scaffold or fall arrest devices have been included in the (for alterations to a building constructed prior to 1986) provide waterproofing system. from entering the building with FGL sloping
design for use by maintenance workers. Any persons engaged to work on the building This building was constructed prior to 1986 and therefore is likely to contain asbestos either in cladding material Toilets: minimum 4-star dual flush, as rated
after completion of construction work should be informed about the anchorage points. or in fire retardant insulation material. The builder should check and, if necessary, take appropriate action before away from the building & finished slab levels.
demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure. Provide reflective foil backed sarking to underside of roof under the Water Efficiency and Labeling The builder is responsible to check all existing
b) SLIPPERY OR UNEVEN SURFACES POWDERED MATERIALS sheeting. Colorbond guttering and PVC Downpipes to be Standards scheme (WELS). services prior to beginning construction.
FLOOR FINISHES Many materials used in the construction of this building can cause harm if inhaled in powdered form. Persons
Specified finishes have been selected to minimise the risk of floors and paved areas working on or in the building during construction, operational maintenance or demolition should ensure good connected to Stormwater systems in accordance with the
becoming slippery when wet or when walked on with wet shoes/feet. Any changes to the ventilation and wear Personal Protective Equipment including protection against inhalation while using powdered local authority. Tapware: minimum 3-star WELS rated for Stabilised cut and fill batters to be a
specified finish should be made in consultation with the designer or, if this is not practical, material or when sanding, drilling, cutting or otherwise disturbing or creating powdered material.
surfaces with an equivalent or better slip resistance should be chosen. kitchen sinks, basins and laundry troughs. minimum of 1000mm away from footings
The owner is responsible for the selection of surface finishes in the pedestrian trafficable Roof water requirements and calculations are provided as a and are to have 1 in 1 max. gradient.
areas of this building. Surfaces should be selected in accordance with AS HB 197:1999 TREATED TIMBER guide. Ensure a qualified plumber/ hydraulics consultant
and AS/NZ 4586:2004. The design of this building includes provision for the inclusion of treated timber within the structure. Dust or
Showerheads: minimum 3-star WELS rated Grade finished surface level
fumes from this material can be harmful. Persons working on or in the building during construction, operational reviews the downpipe layouts prior to construction. showerheads. from slab and footings.
c) STEPS, LOOSE OBJECTS AND UNEVEN SURFACES maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment including
Due to design restrictions for this building, steps and/or ramps are included in the building protection against inhalation of harmful material when sanding, drilling, cutting or using treated timber in any
which may be a hazard to workers carrying objects or otherwise occupied. Steps should be way that may cause harmful material to be released. Do not burn treated timber. Icon Building Design has provided downpipe locations as a SD Smoke alarms complying with AS 3786 Position of proposed building to
clearly marked with both visual and tactile warning during construction, maintenance, VOLATILE ORGANIC COMPOUNDS guide only. Layout to be checked for compliance by qualified to be installed and connected to consumer be verified by builder on site.
demolition and at all times when the building operates as a workplace. Many types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants
Building owners and occupiers should monitor the pedestrian access ways and in have dangerous emissions. Areas where these are used should be kept well ventilated while the material is persons prior to ordering and construction. mains power in accordance with NCC part Location of existing services to be
particular access to areas where maintenance is routinely carried out to ensure that being used and for a period after installation. Personal Protective Equipment may also be required. The All slotted gutters and downpipes to be installed to NCC and 3.7.2 verified by builder prior to construction.
surfaces have not moved or cracked so that they become uneven and present a trip manufacturer’s recommendations for use must be carefully considered at all times.
hazard. Spills, loose material, stray objects or any other matter that may cause a slip or trip SYNTHETIC MINERAL FIBRE
or AS3500 (relevant parts). Materials used are to be
hazard should be cleaned or removed from access ways. Fibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic compatible with all components upstream and down stream. All electrical appliances and plumbing symbols Wall Construction
Contractors should be required to maintain a tidy work site during construction, mineral fibre which may be harmful if inhaled or if it comes in contact with the skin, eyes or other sensitive parts
maintenance or demolition to reduce the risk of trips and falls in the workplace. Materials or the body. Personal Protective Equipment including protection against inhalation of harmful material should be
are diagrammatical. Refer to builders Wall framing to be constructed in
for construction or maintenance should be stored in designated areas away from access used when installing, removing or working near bulk insulation material. Surface water drainage must be prevented from entering the specification for details all fixtures. accordance with engineering specification
ways and work areas. TIMBER FLOORS building with FGL sloping away from the building & finished and must not differ from certification
This building contains timber floors which have an applied finish. Areas where finishes are applied should be
2. FALLING OBJECTS kept well ventilated during sanding and application and for a period after installation. Personal Protective slab levels. The builder is responsible to check all existing Seal wet areas in accordance with N.C.C. Vol. 2. covered by the Form 15. Cladding
LOOSE MATERIALS OR SMALL OBJECTS Equipment may also be required. The manufacturer’s recommendations for use must be carefully considered at services prior to beginning construction. Part 3.8.1. Slope floor surface towards fw systems to be fixed in accordance with
Construction, maintenance or demolition work on or around this building is likely to involve all times.
persons working above ground level or above floor levels. Where this occurs one or more (floor wastes) manufactures specification.
of the following measures should be taken to avoid objects falling from the area where the Position of proposed building to be verified by builder on Provide lighting in accordance with N.C.C. Vol. 2.
work is being carried out onto persons below. 7. CONFINED SPACES
1. Prevent or restrict access to areas below where the work is being carried out. EXCAVATION
site. Location of existing services to be Part 3.8.4.2 & 3 Wet Areas
2. Provide toeboards to scaffolding or work platforms. Construction of this building and some maintenance on the building will require excavation and installation of verified by builder prior to construction. Provide ventilation in accordance with N.C.C. Floors in "Wet Areas" to be impervious in
3. Provide protective structure below the work area. items within excavations. Where practical, installation should be carried out using methods which do not require
4. Ensure that all persons below the work area have Personal Protective workers to enter the excavation. Where this is not practical, adequate support for the excavated area should be
Vol. 2. Part 3.8.5 accordance with Australian Standards.
Equipment. provided to prevent collapse. Warning signs and barriers to prevent accidental or unauthorised access to all Termite method to be in accordance with the NCC Part 3.1.3 Mechanical ventilation in accordance with N.C.C Finish and fall gradients to floor wastes.
BUILDING COMPONENTS excavations should be provided. and other relevant manufacturer specification. All new work Vol. 2. and AS1668.2
During construction, renovation or demolition of this building, parts of the structure
including fabricated steelwork, heavy panels and many other components will remain shall be protected from termite attack in accordance with AS Glazing Construction
standing prior to or after supporting parts are in place. Contractors should ensure that ENCLOSED SPACES 3600.1 "Protection of the Building from Subterranean Powdercoated Aluminum Frame
temporary bracing or other required support is in place at all times when collapse which
may injure persons in the area is a possibility. Enclosed spaces within this building may present a risk to persons entering for construction, maintenance or Termites AS2870 Part 1 New Building Slabs. Windows in accordance with AS 4055
Mechanical lifting of materials and components during construction, maintenance or any other purpose. The design documentation calls for warning signs and barriers to unauthorised access. Stormwater Note
demolition presents a risk of falling objects. Contractors should ensure that appropriate These should be maintained throughout the life of the building. Where workers are required to enter enclosed All stormwater drainage shall be in accordance "wind loads for residential" & AS 1288
lifting devices are used, that loads are properly secured and that access to areas below the spaces, air testing equipment and Personal Protective Equipment should be provided. Smoke detectors "Glass in Buildings selection and
with A.S. 3500.3.
load is prevented or restricted. SMALL SPACES To comply with A.S. 3786 - smoke alarms. installation"
Some small spaces within this building will require access by construction or maintenance workers. The design Approved smoke detectors with mains
All stormwater drainage shall be in accordance
3. TRAFFIC MANAGEMENT documentation calls for warning signs and barriers to unauthorised access. These should be maintained supplied power and battery backup. Soffit Construction
throughout the life of the building. Where workers are required to enter small spaces they should be scheduled with S.C.R.C. guidelines to minimise erosion
(for building on a major road, narrow road or steeply sloping road) so that access is for short periods. Manual lifting and other manual activity should be restricted in small spaces. 4.5mm F.C Sheeting and Painted
Lighting and scouring. Stormwater flow other than
Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic
natural overland flow shall not be discharged (Raked)
hazard. During construction, maintenance or demolition of this building designated parking 8. PUBLIC ACCESS 80% of all fixed internal lighting to be
for workers and loading areas should be provided. Trained traffic management personnel Public access to construction and demolition sites and to areas under maintenance causes risk to workers and
energy efficient by Fluorescent Light or onto neighbouring property.
should be responsible for the supervision of these areas. public. Warning signs and secure barriers to unauthorised access should be provided. Where electrical Waterproofing & Water Resistant
(for building where on-site loading/unloading is restricted) installations, excavations, plant or loose materials are present they should be secured when not fully supervised. Compact Fluorescent Light (C.F.L.). Materials
Construction of this building will require loading and unloading of materials on the All stormwater drainage design is preliminary
roadway. Deliveries should be well planned to avoid congestion of loading areas and 9. OPERATIONAL USE OF BUILDING
and shall be confirmed by a licenced hydraulics All wet area waterproofing is to
trained traffic management personnel should be used to supervise loading/unloading Builder / owner to supply Icon Building comply with AS3740, waterproofing
areas. This building has been designed as a residential building. If it, at a later date, is used or intended to be used as a Design with lighting mark up for drafting in designer.
(for all buildings) workplace, the provisions of the Work Health and Safety Act 2011 or subsequent replacement Act should be wet areas in residential buildings.
Busy construction and demolition sites present a risk of collision where deliveries and applied to the new use. final version. NCC Vol2 P3.8.1.0
other traffic are moving within the site. A traffic management plan supervised by trained Please supply the authur with sketch
traffic management personnel should be adopted for the work site. This building has been designed to requirements of the classification identified on the drawings. The specific All waterproofing material systems
layout as soon as possible. Climate Code Requirements
use of the building is not known at the time of the design and a further assessment of the workplace health and components to be installed to
4. SERVICES safety issues should be undertaken at the time of fit-out for the end-user. Energy efficiency assessor to confirm
manufacturers specification.
Rupture of services during excavation or other activity creates a variety of risks including adequacy of proposed construction.
release of hazardous material. Existing services are located on or around this site. Where This building has been designed for the specific use as identified on the drawings. Where a change of use Termite Risk Management Instructions and material capability to
known, these are identified on the plans but the exact location and extent of services may occurs at a later date a further assessment of the workplace health and safety issues should be undertaken. Provide insulation to N.C.C. code requirements
Method to be in accordance with the be checked prior to construction.
vary from that indicated. Services should be located using an appropriate service (such as or to BERS certification requirements.
Dial Before You Dig), appropriate excavation practice should be used and, where 10. OTHER HIGH RISK ACTIVITY NCC Part 3.1.3 and other relevant
necessary, specialist contractors should be used. All electrical work should be carried out in accordance with Code of Practice: Managing Electrical Risks at the
(in locations with underground power) Workplace, AS/NZ 3012 and all licensing requirements. manufacturer specification. All new Termite Risk Management
Underground power lines are located in or around this site. All underground power lines All work using Plant should be carried out in accordance with Code of Practice: Managing Risks of Plant at the work shall be protected from termite Dimensions Note:
Method to be in accordance with the
must be disconnected or carefully located and adequate warning signs used prior to any Workplace. attack in accordance with AS 3600.1 All wall dimensions are taken from
construction, maintenance or demolition commencing. All work should be carried out in accordance with Code of Practice: Managing Noise and Preventing Hearing NCC Part 3.1.3 and other relevant
(in locations with overhead power lines ) "Protection of the Building from the outside faces of the stud wall.
Loss at Work. manufacturer specification. All new
Overhead power lines are near or on this site. These pose a risk of electrocution if struck Due to the history of serious incidents it is recommended that particular care be exercised when undertaking Subterranean Termites AS2870 Part (i.e. selected cladding over omitted for
or approached by lifting devices or other plant and persons working above ground level. work involving steel construction and concrete placement. All the above applies. work shall be protected from termite
1 New Building Slabs. clarity excluding brick veneer walls).
Where there is a danger of this occurring, power lines should be, where practical, attack in accordance with AS 3600.1
disconnected or relocated. Where this is not practical adequate warning in the form of
bright coloured tape or signage should be used or a protective barrier provided. "Protection of the Building from
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: Subterranean Termites AS2870 Part
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood General Notes WD 20-060 1 New Building Slabs.
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 01
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 3
NO
RT
H
72
Real Property Description °
54 37' 4 2° 53' 4
Lot 13 on R.P 800338 .9 00 0"
5
Area : 10.45 Ha m " 4' 50" 23.36 m
21° 5
m
Local Authority : Noosa Council m
68. 14
.3 4
73
°
77
89
60 0 5 '
" 1
°3
.9 20
7
m "
5'
' 00
00
23
"
16
3°
3.5
33
m
.32
9m
3
22
113 ° 0
0"
'0
12.69
5
9 °3
35
9' 0 0"
m
"
131° 43' 40
a c ing
40.42 m
T r ist
ss Ex
k
c e x.
A c p p ro
A
Existing Granny Flat
Existing F.F.L : 127.640m
12562
Location and size to be verified on site.
Verify
No Change. 4413
- Wall
1-R 8.23 m
oof 17' 2 0" 22
Verif 20 2°
y
Existing Shed
Location and size to be verified on site.
No Change.
118° 51' 50
Proposed Residence
Builder to ensure surface water is to fall
away from the proposed building and
26
" 101.85 m
9°
prevent pooling in excavated locations.
31
Approximate Pad RL 122.775m
'4
Approximate FFL RL 123.000m
0"
Location and size to be verified on site.
24
0.6
5m
Proposed Pool
Location and size to be verified on site.
(By Others)
5m
231.7
01 ' 40"
202°
SITE PLAN - LOCALITY
Scale : 1 : 2000
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Site Plan - Locality WD 20-060
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 02A
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 4
m
89
.3 4
°3
Existing Granny Flat
5'
77
00
" 1
Existing F.F.L : 127.640m
"
' 00
16
Location and size to be verified on site.
3.5
NO
23
No Change.
9m
3°
RT
33
H
Real Property Description
Lot 13 on R.P 800338
Area : 10.45 Ha
Local Authority : Noosa Council
252
49 -
Wal Existing Tree to remain.
l
60 000L rain Ver
ify
21734
Verify
water tank
required to
12562
allow for both
Verify
- Wall
dwelling and tail.
engineers de
Cut Batter to
secondary
dwelling 2°
Existing Tree to be removed.
2°
Existing Shed Proposed Residence
Existing F.F.L : 119.440m Builder to ensure surface water is to fall
Location and size to be verified on site. away from the proposed building and
5°
No Change. prevent pooling in excavated locations.
5°
Approximate Pad RL 122.775m
Approximate FFL RL 123.000m
Location and size to be verified on site.
Approx Size and Location of Select Solar
System to owners / builders detail.
Proposed Pool
Location and size to be verified on site.
Top Of Pool : 122.950m
1 (By Others)
60
16
rify
Ve
SITE PLAN
Scale : 1 : 200
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Site Plan WD 20-060
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 02B
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 5
tail.
engineers de
A Cut Batter to B
NO
11 11
RT
H
1530 lvr/lvr/fg (CU) 270W x 590L Rendered Brickwork
DP (x2) Pier to engineers detail.
Approx. Location Of
Pool Equipment
Landscaping
Tap
1530 fg/lvr/lvr (CU) 1512 lvr (CU) Media Landscaping
TV
DP (x2)
Dry Court Carpet
SB
Recess Blind Track Over Free Standing Gas Bottles
Bath F.F.L : 122.950m
A/C
1000 High Exposed Agg.
DP (x2)
Bed 2 Taps
Shr Wall Bins 07530 fg
Tap
0627 sl
DP DP A/C DP
820 Glass Clothes Line 1650 Joinery 2409 lvr 2/720 cs 2418 lvr (CU)
2700 Ceiling Glass 2400 Bulkhead
2400 Joinery Shelves Shelves Shelves
2409 lvr
2409 lvr Mirror Doors
F.F.L : 123.000m Bath
TR
820
Ldy
770 cs
Mud Pty
2/mirror sl
Line Of 600(H) x 300(W) Rendered Hood Over
Carpet Tiles His
Store
2/mirror sl
Wil Room Tiles Polished Concrete 770 cs
Display Niche
2/mirror sl
FW 2400 Bulkhead
Store
Robe 770 Concealed OHC
WM DR Stone Splash
Back
RH Pdr Make Up 2400 Bulkhead
A/C Over
FW
820 Glass
820 Concealed 770 Concealed Feature Timber Clad Wall (Shown Pink) A/C Over 820 Concealed 2400 Bulkhead
Recess Blind Track Over
770 cs
Kitchen Office
Foyer
2436 fg/lvr/lvr (CU)
S.L Polished Concrete
Robe
820 820
Robe
Polished
DW
Ens FW Hers Bed 1
Concrete
A/C Over
2400 Bulkhead
2400 Bulkhead
Tiles
TR
2700 Ceiling
2400 Bulkhead
2400 Bulkhead
2/mirror sl 2/mirror sl Dining 2400 Joinery
Mirror Doors
Mirror Doors
Glass
S.L 1000 High
F.F.L : 123.000m
Taps
Carpet
OHC / Shelves
OHC / Shelves
Shr
Wall
1600 pvt 3795
0627 sl
Entry No Post
Bed 3 Bed 4 Free Standing
Shelves
Bath Recess Blind Track Over
In Corner Recess Blind Track Over 1512 lvr (CU)
Carpet Carpet F.F.L :
122.950m 245239 crn stk BBQ 1822 fg/lvr/lvr (CU) 1812 lvr (CU) 2448 lvr x4 / fg (CU)
Polished S.L 1.2m Deep Line Of 600(H) x 300(W) Rendered Hood Over
Recess Blind Track Over Recess Blind Track Over Concrete
Storage Cupboards Under External Drain at door threshold 30x30 Aluminium Batten Screen
Exposed Recycled Brickwork Wall to builders detail.
Line Of 600(H) x 300(W)
for flush indoor & outdoor @ 75mm Crs Max. fixed to
Rendered Hood Over
Recess Blind Track Over
Line Of 300(H) x 300 (W) Rendered Hood Over connection to engineers detail. 0.6m Deep manufacturers detail. All support
framing to be inside pool area to
TV / FP Under
Sunken Lounge
5027
ensure compliance.
190W x 590L Rendered Blockwork
2700 Ceiling Outdoor Entertaining
Pier to engineers detail. (BP1)
Refer Elevations for Timber
2400 Joinery 2700 Ceiling Pool
F.F.L : 122.640m 2400 Joinery
Cladding Extent. F.F.L : 123.000m
Carpet
Polished Concrete
PFG
Polished Concrete Stairs with
Recessed LED Lights under stair S.L Pool
PF
treads. Refer Page 12 for Detail. Recess Blind Track Over
PF
Landing
2454 lvr (x4) / fg (x2) CU
Stairs 1.8m Deep
Line Of 600(H) x 300(W) Rendered Hood Over
5 risers @ 180mm 2x 89 Nom.CHS Post 300 High Glass Pool Edge
4 treads @ 400mm to engieers detail.
Polished Concrete Treads.
89 Nom.SHS Post in
AREAS
wall to engieers detail.
Residence : 287.7m²
Entry : 3.9m² Stairs
Outdoor Ent. (Inc. Pool Landing) : 49.3m² 2 risers @ 180mm
1 treads @ 250mm
EXTERNAL AREAS Polished Concrete Treads.
Dry Court. : 21.7m²
Total : 362.6m²
FLOOR PLAN
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Ground Floor WD 20-060
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 03
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 6
600 33750
600 5730 13880 4340 3360 6440
600 250 3300 90 2000 90 1210 90 90 5910 90 4690 90 1200 90 4000 250 1920 90 1350 250 5500 90 600
510
250 2210 90 1000 90 2000 90 1210 90 90 2020 90 3800 90 1000 90 3600 90 1200 9051090 1590 90 1900 90 1900 90 1510 90 1000 90 3320 90 1000 90
510 300
90
600
2200
3330
3330
3930
Media
4000
90
600 Dry Court
1730
1730
Bed 2
250
250 600
3300
250
250
250
90
1800
Bath
Ldy
1200
Mud
1400
1410
1410
Pty His
Store
Wil
2010
Room
200
90 900 90
600 90
90
600 90
Store
Pdr
90 600
Robe
510
880
90
90
1000
1200
1200
Office
90 950
Foyer Kitchen
90
600
3000
7790
Robe Robe
Ens Hers Bed 1
510
1200
4110
90
3990
Dining
3810
16890
2680
2100
5280
90
Bed 3 Bed 4 Entry
3300
90
90
250
2350
2190
250
300
7000
1600
Pool
1300
Sunken Lounge
Outdoor Entertaining
5500
5160
6260
4210
3870
Pool
3570
3570
Landing
90
960 250
160
760
960
960
200
250 2210 90 1000 90 1000 90 2210 90 1830 270 4680 4600 1200 90 2790 90 2400 90 2490 5500 90
600 250 3300 90 3300 250 1670 270 5350 250 900 90 6815 2645 2290 200 5480
600 8860 6860 6970 2290 2490 200 5480
SET-OUT PLAN
Scale : 1 : 100
Dimensions Note:
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: All wall dimensions are taken from
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Ground Floor - Dimensions WD 20-060 the outside faces of the stud wall.
1 WD 20/01/20 BJH (i.e. selected cladding over omitted for
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: clarity excluding brick veneer walls).
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 04
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 7
Selected EPS sunhood/feature fixed
to manufacturers specification.
(Rendered & Painted)
Colorbond Custom orb roof sheeting
Select Timber Cladding fixed to fixed to manufacturers specification
manufacturers specification. for required wind category. (5° pitch).
600 600
Rendered NRG Foamboard to O/H O/H
manufacturers specification. Rendered brick veneer
walls to engineers details.
5°
Colorbond slotted gutter, fascia
Select Recycled Brickwork wall to to match roofing. Fix to manufacturers
owners / builders specification. specification.
Aluminum framed Doors
to manufacturers specification.
Parapet Height*
4,725mm
4740
Parapet Height*
Ceiling Height
6,734mm
3340
2700
Joinery
2400
2x 89 Nom.CHS Post Approx. Existing
to engieers detail. Ground Line.
Nom. 200 thick concrete pool Approx. Proposed
walls to engineers detail. Ground Line.
Approved frameless glass pool fence to Aluminum framed windows
manufacturers specifications. to manufacturers specification.
Min. 1200mm high.
Rendered 600mm Cantilevered
30x30 Aluminium Batten Screen Slab Edge to engineers detail.
@ 75mm Crs Max. fixed to
manufacturers detail.
Built up rendered 200 series
blockwork wall to engineers detail.
NORTH EAST ELEVATION
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: * Parapet heights are dependent on the truss upstand.
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Elevations WD 20-060 Builder to confirm truss upstands with truss
1 WD 20/01/20 BJH manufacturers prior to building parapet walls to ensure
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: roofing & adequate flashing is hidden behind parapet walls.
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 07
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 8
Select Recycled Brickwork wall to
owners / builders specification. Selected EPS sunhood/feature
fixed to manufacturers
Rendered NRG Foamboard to 300 600 specification. (Rendered &
manufacturers specification. O/H O/H Painted)
Colorbond Custom orb roof
Aluminum framed Doors
sheeting fixed to manufacturers
to manufacturers specification.
specification for required wind
category. (5° pitch).
Colorbond slotted gutter,
fascia to match roofing. Fix to
manufacturers specification.
Select Timber Cladding fixed to
Ceiling Height
manufacturers specification.
2700
Joinery
2400
Aluminum framed windows
to manufacturers specification.
Rendered 600mm Cantilevered
Approx. Existing
Slab Edge to engineers detail.
Ground Line.
Nom. 200 thick concrete pool
Built up rendered 200 series walls to engineers detail.
blockwork wall to engineers detail.
2x 89 Nom.CHS Post
Approved frameless glass pool fence to to engieers detail.
manufacturers specifications.
Min. 1200mm high.
EAST ELEVATION
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: * Parapet heights are dependent on the truss upstand.
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Elevations WD 20-060 Builder to confirm truss upstands with truss
1 WD 20/01/20 BJH manufacturers prior to building parapet walls to ensure
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: roofing & adequate flashing is hidden behind parapet walls.
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 08
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 9
Colorbond Custom orb roof sheeting
600 600 fixed to manufacturers specification
for required wind category. (5° pitch).
O/H O/H
Colorbond slotted gutter, fascia
to match roofing. Fix to manufacturers
5° specification.
Select Timber Cladding fixed to Selected EPS sunhood/feature fixed
manufacturers specification. to manufacturers specification.
Parapet Height*
(Rendered & Painted)
4740
Parapet Height*
Aluminum framed windows
Ceiling Height
to manufacturers specification.
3340
2700
Joinery
2400
Aluminum framed Doors
to manufacturers specification.
Approx. Existing Select Recycled Brickwork wall to
Ground Line. owners / builders specification.
Approx. Proposed
Ground Line. Built up rendered 200 series
blockwork wall to engineers detail.
Rendered brick veneer
walls to engineers details.
SOUTH ELEVATION
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: * Parapet heights are dependent on the truss upstand.
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Elevations WD 20-060 Builder to confirm truss upstands with truss
1 WD 20/01/20 BJH manufacturers prior to building parapet walls to ensure
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: roofing & adequate flashing is hidden behind parapet walls.
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 09
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 10
Colorbond Custom orb roof
sheeting fixed to manufacturers
specification for required wind
category. (5° pitch).
Colorbond slotted gutter, Aluminum framed Doors
fascia to match roofing. Fix to to manufacturers specification.
manufacturers specification.
2° 2°
Rendered brick veneer
walls to engineers details.
Ceiling Height
2700
Select Timber Cladding fixed to
Joinery
2400
manufacturers specification.
Joinery
1650
Aluminum framed windows
Approx. Existing to manufacturers specification.
Ground Line.
Approx. Proposed
Ground Line.
SOUTH WEST ELEVATION
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number: * Parapet heights are dependent on the truss upstand.
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Elevations WD 20-060 Builder to confirm truss upstands with truss
1 WD 20/01/20 BJH manufacturers prior to building parapet walls to ensure
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number: roofing & adequate flashing is hidden behind parapet walls.
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 10
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 11
Colorbond Custom orb roof sheeting 600 600
fixed to manufacturers specification O/H O/H
for required wind category. (5° pitch).
Colorbond slotted gutter, fascia
to match roofing. Fix to manufacturers
specification. Approx. Extent of Skylights Behind
installed to manufacturers specification.
Min. 250(W) x 200(H) Recessed 5°
Curtain Track. Truss manufacturer to
make allowance in truss design. Prefabricated 700mm upstand pine roof
trusses at 900 crs. Roof Bracing to truss
Lightweight rendered cladding manufacturers specification.
over to builders detail.
Select Timber Cladding fixed to
Ceiling Height
A manufacturers specification.
Sunken Lounge Dining Ldy
2700
Joinery
2400
13 Wall Framing to Gyprock wall &
engineers specification. ceiling linings.
Approx. Existing
Ground Line.
Step Dn
360
Rendered 200 series built up Approx. Proposed
blockwork walls to engineers detail. Ground Line.
Reinforced footing & slab Stairs
to engineers details. 2 risers @ 180mm
1 treads @ 250mm
Compacted fill to
Polished Concrete Treads.
engineers detail.
SECTION A - 03
Scale : 1 : 100
Prefabricated 700mm upstand pine
roof trusses at 900 crs. Roof Bracing
to truss manufacturers specification.
Colorbond Custom orb roof sheeting
600
fixed to manufacturers specification
600 O/H for required wind category. (5° pitch).
5°
O/H Colorbond slotted gutter, fascia
to match roofing. Fix to manufacturers
specification.
Wall Framing to
Ceiling Height
engineers specification.
Hers
2700
Joinery
2400
Gyprock wall &
ceiling linings.
300 High Glass Pool Edge
Approx. Existing
Ground Line. Pool
Approx. Proposed Nom 200 Thick Concrete Pool
Ground Line. Walls to engineers detail.
Reinforced footing & slab
to engineers details.
Rendered 200 series built up
blockwork walls to engineers detail.
SECTION B - 03
Scale : 1 : 100
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Sections WD 20-060
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 11
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 12
Wall Framing to Rendered Brickwork.
engineers detail.
Provide cavity flashing
Prefabricated pine roof Colorbond Trimdek roof sheeting F.F.L. (Finished and weepholes at 960 crs
trusses at 900 crs to fixed to manufacturers specification Floor Level). to brick course below sills
truss manufacturers spec. for N3 wind loading. and finished floor line.
for N3 wind classification.
Termite Protection in accordance
Roof Battens to with relevant specifications.
engineers spec.
Vapour Barrier on
min. 50mm thick Rendered 200 series
bedding sand to built-up blockwork base
< 1200*
Colorbond fascia engineers spec. to engineers details.
and gutter.
Compacted
Wall Framing to
Square set ceilings in Provide truss upstand as required Granular Backfill.
engineers specification. F.G.L. (Finished Ground Line).
accordance with builders spec. in accordance with truss
Selected cladding fixed to manufacturers specification.
manufacturers specification.
Tie Down. Refer to Reinforced concrete slab &
engineers specification. footings to engineers details.
*
Gyprock wall &
Gyprock wall and ceiling linings.
*
2700 ceiling height
ceiling linings.
Wall Framing to BUILT - UP BLOCK BASE /
engineers specification. Rendered Brickwork.
BRICK VENEER WALL DETAIL
Tie Down to engineers spec. Termite Protection in accordance Scale 1 : 20
with relevant specification. * Refer to engineers detail.
2700 - Ceiling Height U.N.O.
F.F.L. (Finished Floor Level) Tie down rods. Refer to
Galvanised wall ties at engineers specification.
600 crs. horizontally &
225 min.
450 crs. vertically. Wall Framing to
engineers specification. Gyprock wall and
F.G.L. (Finished Ground Line) ceiling linings.
Selected cladding fixed to
manufacturers specification.
Vapour Barrier on Reinforced concrete slab &
*
Termite Protection in accordance
min. 50mm thick footings to engineers details.
2700 Ceiling
with relevant specifications.
bedding sand to
engineers spec. Termite Protection in accordance Tie Down to
* Provide cavity flashing with relevant specification. engineers spec.
and weepholes at 960 crs F.F.L. (Finished
Fall Floor Level)
F.F.L. (Finished Floor Level). to brick course below sills
TIMBER FRAME WALL DETAIL and finished floor line.
225 min.
Reinforced concrete slab &
Scale 1 : 20
footings to engineers details.
* Refer to engineers detail. F.G.L. (Finished Ground Line).
200 series built-up blockwork Vapour Barrier on
< 1200*
base to engineers details. min. 50mm thick
Vapour Barrier on min. 50mm thick Reinforced concrete slab & bedding sand to
*
bedding sand to engineers spec. footings to engineers details. engineers spec.
Compacted
* Granular backfill.
N.G.L. / F.G.L.
BRICK VENEER WALL DETAIL
*
Scale 1 : 20
* Refer to engineers detail.
*
BUILT - UP BLOCK BASE /
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
TIMBER FRAME WALL DETAIL
Scale 1 : 20
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Details WD 20-060 * Refer to engineers detail.
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 12
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Page 13
400 400 400 400
Colorbond Custom orb roof sheeting
fixed to manufacturers specification
230 100 50 230 100 50 230 100 50 400
for required wind category. (5° pitch). Entry
20 20 20
Vapour Barrier on
min. 50mm thick
180
180
bedding sand to
engineers spec.
80 100 80 100 80 100
Colorbond slotted gutter, fascia
180
to match roofing. Fix to manufacturers 200 series built-up
specification. blockwork base to
180
engineers details.
180
Reinforced concrete
slab & footings to
engineers details.
Approx. Existing
Ground Line.
Compacted LED Recess to
granular backfill. engineers detail.
Lightweight rendered cladding over to
builders detail. Pack out to suit 250
Brick Veneer thickness.
BUILT - UP BLOCK BASE /
ENTRY STAIR DETAIL
Selected EPS sunhood/feature fixed Scale 1:20
to manufacturers specification. * Refer to engineers detail .
(Rendered & Painted)
Min. 250(W) x 200(H) Recessed
Curtain Track. Truss manufacturer to 270(W) cavity brickwork pier
make allowance in truss design. to engineers detail.
Pier reinforcement
Pier reinforcement to engineers details.
to engineers detail.
200 series blockwork
pier to engineers details.
Min 1 in 100 Fall
Selected EPS sunhood/feature fixed
to manufacturers specification. Fixed base pad footing
(Rendered & Painted) to engineers detail.
Fixed base pad footing
*
to engineers details.
Reinforced concrete slab &
footings to engineers detail.
Footings to bear 200mm
Rendered 200 series built up
blockwork walls to engineers detail. min. into dense natural BLOCK PIER
Vapour Barrier on min. 50mm thick *
soils. Min. bearing capacity
100 kPa to engineers detail. DETAIL (BP1)
Scale 1 : 50
bedding sand to engineers spec. * Refer to engineers detail.
SECTION A / 03 CALLOUT A BRICK PIER DETAIL (BP1)
Scale : 1 : 20
Scale 1 : 20
* Refer to engineers detail.
Revision Schedule Project Address : Sheet Name: Project Status: Project Number:
Number Description Date Issued by No. 49 Donnellys Road, Ridgewood Details WD 20-060
1 WD 20/01/20 BJH
Client Name : Project Issue Date : Q.B.C.C Lisence No. Sheet Number:
Email: [email protected]
Website: www.iconbuildingdesign.com.au Rhys & Monique 20/01/2021 126221 13
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
The text continues on page 14.
Used in these records
Attachment D - Proposed Primary Dwelling Building PlansRelated documentApplication case desk ↗
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