Council archive · source document
Attachment E - Secondary Dwelling (Exisitng Dwelling Plans from BA) · MCU22/0135
Plans and drawings: the text below has words only, no drawings.
URBAN CERTIFIERS
Level 1 – 104 Currie St, Nambour Qld 4560
PO Box 227 Bli Bli Qld 4560
Phone: (07) 5441 1777
Email: [email protected]
ABN: 56 611 507 012
DECISION NOTICE
Planning Act 2016 s63(2)
Permit Number: 8971
Site Address: 49 Donnellys Road RIDGEWOOD QLD 4563
Real Property Description: Lot 13 on RP800338
Applicant: Wiseman Constructions
Owner: Rys Wiseman
Builder: Wiseman Constructions
Local Authority: Noosa Shire Council
Date of Decision: 18th February 2020
Decision: The application is approved with conditions.
Type of Approval: Development permit building work (assessable under the Building Act 1975)
Type of Building Work: Dwelling
Building Classification: Class 1a – Dwelling
Class 10a – Roofed Deck
Conditions of Approval: The conditions of this approval are set out in Attachment 1.
Assessment Benchmarks: The building assessment provisions (refer to s30 of the Building Act 1975)
including:
National Construction Code 2016 – Volume 2 (NCC)
Codes for Accepted Noosa Plan – Detached House Code
Development: – Detached House Driveway Code
Approved Documents: In accordance with s86(2) of the Building Act 1975, the approved documents
for this development permit have been marked with a red stamp bearing the
permit number and date of approval.
Further Development Permits Nil
Required:
Referral Agencies: Nil
Currency Period of Approval: In accordance with s85 of the Planning Act 2016, this development approval
will lapse if the building work does not substantially start within 12 months
from the date of approval (refer also to condition 4 in relation to completion times).
Appeal Rights: Rights of Appeal relating to this decision are outlined in Attachment 4.
Assessment Manager This development permit is issued by Urban Certifiers Pty Ltd, acting as
Assessment Manager under the Planning Act 2016.
Building Certifier: Brett England Signature:
Accreditation No.: A704375 ______________
49 DONNELLYS ROAD, RIDGEWOOD
PERMIT NO 8971 PAGE 1 OF 6
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Page 2
ATTACHMENT 1 – CONDITIONS OF APPROVAL (Applied by the Assessment Manager)
ADMINISTRATIVE CONDITIONS
1. This development permit for building works relates only to the works described in the decision notice. It does
not include approval for any other building or structure that may be shown on the approved plans. Any
building work shown on the plans that is accepted development does not form part of this approval (building
work that is accepted development does not require an approval).
2. Prior to commencing work, the builder must review all approval document and satisfy themselves that the
proposed building work will comply with the building assessment provisions. Any queries in relation to
compliance matters in this regard must be submitted to Urban Certifiers in writing.
3. The conditions of approval overrules in any difference arising between it and the details shown on the
approved plans
4. In accordance with s94 of the Building Act 1975, this development approval will lapse if the building work has
not been completed and had a final certificate issued within 2 years from the date of approval (this is known as
the condition time).
5. In accordance with s73 of the Building Act 1975, the applicant must ensure a legible set of the approved
drawings for the building work is available on site while the building work is being carried out.
6. The building is not to be occupied until a final inspection has been carried out.
MANDATORY INSPECTIONS
7. The builder must ensure that Urban Certifiers is given a notice of inspection advising when the building work
has reached a stage that is ready for inspection. This notice must be given at least 48 hours prior to the
inspection being required, and by telephoning Urban Certifiers on (07) 5441 1777 or 0400 889 253, or by
emailing [email protected] notice is to be provided for the following stages:
(a) For the footing stage – after excavation and before the footings are poured
(b) For the frame stage – before the cladding or lining is fixed
(c) For the final stage – at completion of all aspects of the building work
The builder must not start the next stage of the work until they have been given a certificate of inspection for
the relevant stage, confirming that the stage complies with the building development approval.
If the builder does not give the required notice of inspection, Urban Certifiers is obliged by s29 of the Building
Regulation to advise the QBCC that the notice was not provided.
If any of the above stages are proposed to be inspected by a competent person (e.g. a registered engineer),
the inspecting person must be approved by Urban Certifiers prior to undertaking the inspection. A notice of
inspection is still required to be provided to Urban Certifiers, and a copy of the inspection certificate (or non-
compliance notice) must be provided to Urban Certifiers as soon as practicable.
CERTIFICATES TO BE PROVIDED
8. Prior to a Final Inspection Certificate (Form 21) being issued for the building, a number of contractor and/or
consultant certificates are to be provided. These certificates must be from an approved competent person or a
QBCC licensee. The aspects requiring certification will be confirmed at the final inspection; however
certificates that are expected to be required are outlined in Attachment 2.
SPECIAL CONDITIONS
9. Pursuant to Section 70 of the Building Act 1975 the footings must not be poured until the engineer has
confirmed the depth is adequate (it is noted that the plans state the depth is to be confirmed and the minimum
required bearing capacity is 250 kPa). Updated engineering plans are to be submitted to Urban Certifiers with
a Form 15 Design Certificate that references the soil test.
10. The development must not involve excavation or filling of more than 50m3.
11. The development must not involve cut or fill with a depth more than 2.0m relative to the natural.
12. The development must not redirect or impede water flows in an existing watercourse or stormwater drain
13. The effluent disposal system must be located outside the area mapped as a landslide hazard.
14. 600mm eaves are to be provided to comply with the Noosa Plan.
49 DONNELLYS ROAD, RIDGEWOOD
PERMIT NO 8971 PAGE 2 OF 6
Page 3
STANDARD CONDITIONS
SITE PREPARATIONS
15. Any excavation or filling must be undertaken in a way that suitably prevents soil movement, generally by the
construction of retaining walls or suitable batter protection measures. Adequate support must be provided to
adjoining properties and buildings at all times during excavations and construction work.
16. Drainage must be carried out in a way that protects land, buildings and structures in the neighbourhood of the
building or land. Where retaining walls, fences, buildings or other barriers cause a damming effect or result in
a concentrated flow of stormwater, an adequate drainage system must be installed.
17. Excavation work for drains adjacent to buildings must be within the area shown in Fig 3.1.3.1 of the NCC.
18. Roof and surface water is to be conveyed to the rainwater tanks, and the overflow appropriately disposed of
on site in accordance with AS/NZ3500.3-2015.
19. The ground beneath suspended floors must be graded so that the area beneath the building is above the
adjacent external finished ground level and surface water is prevented from ponding under the building. Refer
to Figure 3.1.3.3 of the BCA.
20. The minimum soil cover to be provided to Class 6 UPVC stormwater drains is 100mm. This may be reduced
to 50mm under paved or concrete areas. In areas subject to light vehicular traffic the minimum required cover
is 75mm under reinforced concrete or 100mm under paving.
21. A termite management system must be installed to deter termites from gaining entry to the building via a
concealed route. The termite management system must be selected appropriate to NCC QLD TABLE 3.1.4.1
and comply with AS3660.1-2010, or have passed the test results required by Section 5 of AS3660.3-2010. A
durable notice must be permanently fixed to the building in a prominent location, such as the meter box or
kitchen cupboard.
FRAMING
22. Pursuant to Section 70 of the Building Act 1975 work must not start on the frame stage until the following
details have been submitted to Urban Certifiers with a Form 15 Design Certificate:
Roof Trusses – roof truss design and layout, roof bracing & special tie down details, etc.
23. Ventilation to the sub-floor space must comply with NCC Part 3.4.1.
24. Any steel framing must be constructed in accordance with NCC Part 3.4.2 and 3.4.4.
25. All timber framing must be constructed in accordance with NCC Part 3.4.3 and AS1684.2-2010.
ROOF & WALL CLADING
26. Gutters and downpipes must be provided in accordance with NCC Part 3.5.3.
Gutters must be installed with a minimum fall of 1:500, be suitable supported by brackets at 1.2m centres and
have suitable overflow measures.
Downpipes must serve no more than 12m of gutter length and be located as close as possible to valley gutters.
27. External wall cladding must be installed in accordance with NCC Part 3.5.4 and the manufacturer’s details.
GLAZING
28. All new glazing is to be supplied and installed in accordance with the requirements of BCA Part 3.6, and
relevant parts of AS1288-2006 and/or AS2047-2014.
FIRE SAFETY
29. Smoke alarms must be installed in accordance with Part 3A of the Building Regulation 2006 (the requirements
of NCC Part 3.7.5 also apply but the Building Regulation provisions prevail to the extent of any inconsistency).
They are to be installed as noted on the approved plans, so that they are located within each bedroom, and
also between the bedrooms and other parts of the dwelling.
30. Smoke alarms must be placed in accordance with the following:
(a) be mounted on the ceiling unless it is not practicable
(b) if located on a wall, be more than 300mm from the corner of two walls and between 100mm and 300mm
from the ceiling
(c) no closer than 300mm to a light fitting
(d) no closer than 400mm to an air conditioning outlet or the blades of a ceiling fan
31. Each required smoke alarms must:
(a) comply with AS3786-2014; and
(b) contain a photoelectric senor and no ionisation sensor; and
(c) be hardwired to the dwelling’s electricity supply; and
(d) be inter-connected to every other smoke alarm installed in the dwelling
49 DONNELLYS ROAD, RIDGEWOOD
PERMIT NO 8971 PAGE 3 OF 6
Page 4
BUSHFIRE CONSTRUCTION REQUIREMENTS
32. The dwelling is located on a property that is affected by a bushfire hazard overlay, and is therefore required to
be provided with on-site water storage of at least 5,000 litres. This water may be stored within the domestic
tanks, but the 5,000 litres must be reserved exclusively for fire fighting. The existing rainwater tank provided
to the shed can also be used for this purpose.
33. The allotment is located in an area that has been designated as a Bushfire Prone Area, by the local authority.
An assessment against AS3959 has determined that a Bushfire Attack Level of 12.5 applies.
The building must incorporate construction methods applicable to this BAL as detailed in AS3959. A
certificate from the builder (or other suitable competent person) must be provided at the completion of the
works certifying compliance with these requirements.
The owner of the property must ensure that the assessment criteria used to determine the BAL are maintained
throughout the life of the building. This includes maintaining the minimum separation distance and undertaking
appropriate maintenance of any asset protection zone.
HEALTH & AMENITY
34. Building elements in wet areas within the building must be waterproof or water resistant in accordance with
Table 3.8.1.1 and comply with AS3740-2010.
35. Doors to a fully enclosed sanitary compartment must open outwards, slide, or be readily removable from the
outside of the compartment (generally by the use of lift-off hinges) unless there is at least 1.2 metres between
the toilet pan and the hinge part of the doorway (refer to BCA Figure 3.8.3.3).
36. Where a bathroom or laundry is not provided with compliant natural ventilation, an exhaust fan must be
provided. The exhaust fans must discharge to outside the building or to the roof space if it is adequately
ventilated by roof vents or the like.
37. Waterproofing membranes for external above ground use must comply with AS4654 Parts 1 & 2.2012.
SAFE MOVEMENT & ACCESS
38. All stairs are to be constructed in accordance with NCC Part 3.9.1. Stairs are to have a maximum of 18 rises.
Stepped quarter landings must not have more than three winders. Riser openings must not allow a 125 mm
sphere to pass through between the treads. The minimum allowed tread dimension is 240 mm, the maximum
riser dimension is 190 mm, and the slop relationship (2R&G) is to be between 550-770 mm. All dimensions
within the stair flight must be constant throughout.
39. A balustrade is required to be provided along the side of any stair or floor if its level above the surface beneath
is more than 1m. Any required balustrade must be constructed in accordance with NCC Part 3.9.2, so it has a
minimum height of 1m and a maximum gap of 125mm.
40. If a glass balustrade is used, the supporting balustrade framework must comply with AS1170 and AS1288.
Relevant test certificates or a Form 15 from a registered engineer must be provided to confirm the balustrade
is compliant.
41. Stairs, ramps and landings must be provided with a suitable slip resistant surface as required by Part 3.9.1.4
of the BCA. Where timber or tiles are used as the finished surface, a certificate of compliance is to be
provided.
42. A window opening must be protected if the floor below the window in a bedroom is 2m above the surface
beneath. Refer to NCC Part 3.9.2.6 for protection requirements.
ENERGY EFFICIENCY
43. Energy Efficiency measures must be installed as detailed in the approved energy efficiency report. The
builder is required to provide a certificate for any items which are not readily visible to the Building Certifier
during the final inspection.
SUSTAINABLE BUILDING REQUIREMENTS (QDC Part MP4.1)
44. The dwelling (including patios and garage) must have artificial lighting complying with BCA2010 Part 3.12.5.5
or energy efficient lighting for a minimum of 80% of the total fixed internal lighting.
49 DONNELLYS ROAD, RIDGEWOOD
PERMIT NO 8971 PAGE 4 OF 6
Page 5
ATTACHMENT 2 – CERTIFICATES FOR PERMIT No. 8971
The following tables provide a list of the certificates that are likely to be required before a Final Inspection Certificate
(Form 21) can be issued for the building work. This list is subject to confirmation by Urban Certifiers after carrying
out a final inspection, and additional certificates may be required. Certificates must be from an approved competent
person or a QBCC licensee.
Certificates are required to be in the approved form (Form 15 or 16 as appropriate). In some cases it will be
necessary for these certificates to be supported by evidence of suitability.
STAGE CERTIFICATES
No. Stage Notes
This certificate can only be issued by a building certifier, but can be
a) Footing Stage based on a structural aspect certificate from a registered engineer and a
setout aspect certificate from a cadastral surveyor is provided.
b) Frame Stage From Urban Certifiers or a competent person (e.g. a registered engineer)
c) Final Stage This certificate can only be issued by a building certifier.
ASPECT CERTIFICATES
No. Type Description
a) Roof trusses Form 15 from the manufacturer of the roof trusses confirming
compliance with AS1684.2-2010 and/or AS1720.5-2015 and other
relevant Australian Standards. A copy of the truss layout plan and
tiedown report should also be provided.
b) Termite management Form 16 from a QBCC licensed termite protection contractor, confirming
the building has been provided with a termite management system in
accordance with BCA Part 3.1.3 and AS3660.1-2014. A copy of the
treatment plan/diagram should also be provided.
c) Roofing Form 16 from a QBCC licensed contractor, confirming the roof
installation complies with NCC Part 3.5.1 and AS1562.1-1992.
d) Gutters Form 16 from a QBCC licensed contractor, confirming the gutter
installation complies with NCC Part 3.5.2 and AS/NZS3500.3-2015 or
section 5 of AS/NZS3500.5-2012.
e) Glazing – windows Form 15 from the window manufacturer confirming the windows supplied
for the project comply with AS2047-2014- and AS1288-2006.
f) Glazing – shower screen Form 15 from the shower screen manufacturer confirming the glass
supplied for the shower screens comply with AS1288-2006.
g) Smoke alarms Form 16 from the electrician confirming the smoke alarm comply with the
Building Regulation 2006 and the NCC Part 3.7.2 (refer to conditions of
approval for more detailed location requirements).
h) Bushfire construction Form 16 from the builder and relevant contractors/suppliers (e.g. window
glazing) confirming the materials and method of construction complies
with the BAL requirements specified und AS3959-2009.
i) Wet area waterproofing Form 16 from a QBCC licensed waterproofing contractor confirming the
wet areas within the building have been waterproofed in accordance with
AS3740-2010.
j) Insulation Form 16 from the builder or installer that insulation has been installed in
accordance with the approved energy efficiency report.
49 DONNELLYS ROAD, RIDGEWOOD
PERMIT NO 8971 PAGE 5 OF 6
Page 6
ATTACHMENT 3 – ADVISORY NOTES
These advisory notes do not form part of this approval, however are intended as information and guidance only.
(a) This approval relates to development requiring approval under the Planning Act 2016 only. It is the applicant’s
responsibility to obtain any other necessary approvals, licences or permits required under State and
Commonwealth legislation or Council local law, prior to carrying out the development. For information about
Council, State and Commonwealth requirements please consult with these agencies directly
(b) Unless the rights of appeal are exercised, this development approval takes effect from the date the decision
notice is given.
(c) The inspections nominated in the condition are mandatory inspections under s24 of the Building Regulation
2006. If the builder for the work is licensed builder, and the builder does not provide a notice of inspection at
each required stage of the building work, the building certifier must notify the QBCC of the fact. This may
result in a monetary penalty to the builder.
(d) Where work is altered from that shown on the approved plans, and it is not deemed by the building certifier to
be ‘generally in accordance’ with the approval, an application to change the development approval (a change
application) must be submitted in accordance with s 78 & 79 of the Planning Act 2016. The issuing of a Final
Certificate cannot be made until the change application has been approved. A change application must be
made in the approved form and accompanied by the required fee.
(e) The applicant is requested to ensure all works are completed, inspected and finalised prior to the condition
time (refer to condition 3). An extension may be applied for (prior to the condition time), but must be made in
the approved form and accompanied by the required fee.
(f) No excavation or filling is permitted to occur in any easement without the approval of the holders of the
registered interests in the easement.
(g) Any new filling and excavation must be within the limits provided in the local planning scheme.
(h) For the duration of the construction period and until all disturbed areas are revegetated or paved, adequate
erosion and sediment control devices and site management practices are required to prevent soil erosion and
contamination of the stormwater drainage system and waterways.
(i) Consent from the Local Authority may be required for the removal of vegetation.
(j) The removal of any asbestos must be undertaken in accordance with relevant legislation.
(k) Advice regarding the disposal of construction and demolition waste should be sought from the local
government.
ATTACHMENT 4 – APPEAL RIGHTS
The rights of an applicant to appeal to a tribunal or the Planning and Environment Court against a decision about a
development application are set out in chapter 6, part 1 of the Planning Act 2016. For particular applications, there
may also be a right to make an application for a declaration by a tribunal (see chapter 6, part 2 of the Planning Act
2016).
Appeal by an applicant
An applicant for a development application may appeal to the Planning and Environment Court against the following:
the refusal of all or part of the development application
a provision of the development approval
the decision to give a preliminary approval when a development permit was applied for
a deemed refusal of the development application.
An applicant may also have a right to appeal to the Development tribunal. For more information, see schedule 1 of
the Planning Act 2016.
Contact details and further information can be found on the following websites:
Development Tribunals: http://www.hpw.qld.gov.au/construction/BuildingPlumbing/DisputeResolution/Pages/DevelopmentTribunals.aspx
Planning & Environment Court: http://www.courts.qld.gov.au/courts/planning-and-environment-court
Timeframes apply for the lodgement of an appeal.
49 DONNELLYS ROAD, RIDGEWOOD
PERMIT NO 8971 PAGE 6 OF 6
Page 7
NOTICE OF COVER
QUEENSLAND HOME WARRANTY SCHEME
Subject to the limitations and exclusions expressed in schedule 6 QBCC Regulation 2018
COVER COMMENCEMENT DATE 30 October 2019
NOTIFICATION NUMBER 013988044
THE LAND Address: 49 DONNELLYS RD
RIDGEWOOD
Real Property Description: Lot 13 On RP 800338
THE CONTRACTOR Name RHYS LACHLAN WISEMAN
Address: 24 Elliot Street
Balmain NSW 2041
Licence No.: 1173762
Licence Class:
Builder - Low Rise
Builder - Medium Rise
Carpentry
The Insured Residential Construction Work
Type of Work Description of Work
New New Dwelling
Insurable Value: $149,000.00
Premium Paid: $860.15
OPTIONAL ADDITIONAL COVER No
NOTE:
This Notice is issued in respect of Residential Construction Work as described in the Queensland Building and Construction
Commission Act 1991 and confirms for the assessment manager or compliance assessor that the appropriate insurance
premium has been paid as required by section 68E of the Act. These particulars are current at the date of issue but may
change subsequent to that date.
IMPORTANT INFORMATION:
Ensure you obtain and keep the following documents in case you need to make an insurance claim at any time within the 6
year 6 month insurance period:
A complete copy of the contract, signed by all parties
All contract variations, in writing and signed by all parties to the contract
A copy of the building specification and approved building plans
Receipts or other evidence of all payments made to the builder.
NOTE THE FOLLOWING EXCLUSIONS AND LIMITATIONS:
Duplex – if the duplex is not completed by the contractor, any claim for completion, including defects in the
incomplete work, is limited to $200,000.
Three or more living units - a person who enters into 1 or more contracts to build 3 or more living units is not entitled
to assistance. Subsequent purchasers of a unit are entitled to assistance.
Construction Management or Cost-Plus contracts – where these types of contracts have been used there is no
entitlement to make a claim to complete incomplete works. There is cover for defects.
Page 8
CURRENT TITLE SEARCH
NATURAL RESOURCES, MINES AND ENERGY, QUEENSLAND
Request No: 32592167
Search Date: 14/11/2019 09:27 Title Reference: 18389188
Date Created: 02/10/1992
Previous Title: 16390209
REGISTERED OWNER
Dealing No: 718989413 14/09/2018
RHYS LACHLAN WISEMAN
ESTATE AND LAND
Estate in Fee Simple
LOT 13 REGISTERED PLAN 800338
Local Government: NOOSA
EASEMENTS, ENCUMBRANCES AND INTERESTS
1. Rights and interests reserved to the Crown by
Deed of Grant No. 12197233 (POR 509)
2. MORTGAGE No 718989414 14/09/2018 at 09:17
NATIONAL AUSTRALIA BANK LIMITED A.C.N. 004 044 937
ADMINISTRATIVE ADVICES - NIL
UNREGISTERED DEALINGS - NIL
Caution - Charges do not necessarily appear in order of priority
** End of Current Title Search **
COPYRIGHT THE STATE OF QUEENSLAND (NATURAL RESOURCES, MINES AND ENERGY) [2019]
Requested By: D-ENQ CITEC CONFIRM
Page 1/1
Page 9
RP800338 VO Page 1 of 2 Not To Scale
800338
PLAN MUST BE DRAWN WITHIN BLUE LINES
800338
Copyright protects the plan/s being ordered by you. Unauthorised reproduction or amendments are not permitted.
- PLAN MAY BE ROLLED
WARNING - FOLDING OR MUTILATING WILL LEAD TO REJECTION
REFERENCE MARKS
STN| TO | BEARING DIST.
1 |oOIP 35°08 = 17-23
2 |01P | 202° 07" 1 022
3 | Pin 317937" | 1 84
4 [ow 2220740" | 7- 03%
5 | Pin 233° 34! 1 165
6 | Pin 98° 46°30" 10-9
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RP 183114
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land comprised in this pian (either pereonaly or by Lots 11 and B COUNTY March
Bean Alexander SMART Survey Technician ; TOWNILOCALITY .
for whose work I/the company accept responsibility), Cancelling Lot 2 on RP 183114 LOCAL AUTHORITY
that the plan is accurate, that the said survey was LAND AGENTS/MINING
performed in accordance with the Surveyors Act and DISTRICT
the Surveyors Regulations and that the said survey | ORIG POR/SEGLLOTIMMLIMHPL 09... MINING FIELD
ae ceceeuepecessvcoensesencesscreeseuinetiventevee cesses
was completed on ......¢ : me \ MERIDIAN MAP REF SCALE FILE REF | REGISTERED |REGISTERING AUTH| REG!
Smet ~MTNOD NANO | poragug 9445-23 | 1:2000 aor(s) P©GISTERED PLAN 800338
CROWN COPYRIGHT RESERVED (Isp)
Page 10
Bushfire Attack Level (BAL) Certificate
Determined in accordance with AS 3959-2018
This Certificate has been issued by a person accredited by Fire Protection Association Australia under the Bushfire
Planning and Design (BPAD) Accreditation Scheme. The certificate details the conclusions of the full Bushfire Attack
Level Assessment Report (full report) prepared by the Accredited Practitioner.
Property Details and Description of Works
Unit no Street no Lot no Street name / Plan Reference
Address Details
49 13 Donnelly Road / RP 800338
Suburb State Postcode
Ridgewood QLD 4563
Local government
Noosa Shire Council
area
Main BCA class of Use(s) of the
1A Residential
the building building
Description of the
Single dwelling
building or works
Determination of Highest Bushfire Attack Level
AS 3959 Assessment Effective Separation
Vegetation Classification BAL
Procedure Slope Distance
Method 1 G. Grassland Upslope 14m BAL-12.5
BPAD Accredited Practitioner Details
Name
Danielle Steele
Company Details
BAL Assessments Queensland
I hereby certify that I have undertaken the
assessment of the above site and determined
the Bushfire Attack Level stated above in
accordance with the requirements of
AS 3959-2018.
Authorised Practitioner Stamp
Reliance on the assessment and determination of the Bushfire Attack Level contained in this certificate should not extend beyond a period of 12 months from the
date of issue of the certificate. If this certificate was issued more than 12 months ago, it is recommended that the validity of the determination be confirmed with
the Accredited Practitioner and where required an updated certificate issued.
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
Page 11
14,659mm
90mm DOWNPIPE
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
EAVES TO PROVIDE 600mm OVERHANG
Page 12
600 600
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
600
600
Page 13
600
600
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
600
600
600 600
Page 14
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
PROPOSED WORKS DOES NOT INVOLVE
THE CLEARING OF ANY VEGETATION
Page 15
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
Page 16
PROPOSED WORKS DOES NOT INVOLVE
THE CLEARING OF ANY VEGETATION
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
Page 17
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
A 20-Sep-19 ISSUED FOR CONSTRUCTION
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 18
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
A 20-Sep-19 ISSUED FOR CONSTRUCTION
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 19
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
A 20-Sep-19 ISSUED FOR CONSTRUCTION
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 20
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
A 20-Sep-19 ISSUED FOR CONSTRUCTION
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 21
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
A 20-Sep-19 ISSUED FOR CONSTRUCTION
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 22
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD A 20-Sep-19 ISSUED FOR CONSTRUCTION
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 23
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS C 16-Oct-19 ADDRESS & CERTIFICATE UPDATED
Permit No. 8971 Date 18 FEB 2020 B 24-Sep-19 REVISED AS PER CLIENT REQUIREMENT
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work. A 20-Sep-19 ISSUED FOR CONSTRUCTION
ISSUED BY URBAN CERTIFIERS PTY LTD
MR RHYS WISEMAN
- E.R. M.S.
20-Sep-19
LOT 13 No. 49 DONNELLYS ROAD,
RIDGEWOOD, QLD
18744
Page 24
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
Page 25
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
Page 26
INTRODUCTION Unearthed Geotechnical P/L was commissioned to undertake a Site Investigation in the Noosa Council at Lot 13 on RP800338 (*49) Donnellys Road, Ridgewood. (GPS coordinates 26 °28'07"s, 152 °47°52"e), for the proposed granny flat and future house on this 10.449-hectare allotment. Our site investigation fieldwork was performed on 13/05/2019 after some rain activity in the course of the preceding weeks. This report does not include an assessment of slope stability or landslide risk. The standards and references used in compiling or referred to in this report are, The Queensland Building & Construction Commission, AS 1289-2000 Methods of testing soils for engineering purposes, AS 2870-2011 Residential Slabs and Footings, AS 3798-2007 Guidelines earthworks commercial & residential developments, AS 1726-2017 Geotechnical Site Investigations. COPYRIGHT Copyright in the whole and every part of the drawings, specifications and other documents provided by Unearthed Geotechnical P/L remain the property of the Unearthed Geotechnical P/L. Upon receipt of full payment for our service the client is licensed to use the drawings, specifications and other documents for the work/s for which they were commissioned. They shall not be used for any other work except by agreement with Unearthed Geotechnical P/L. Unearthed Geotechnical P/L. 1 Site Investigation Report 019-090
Page 27
SITE INVESTIGATION As with all site investigations we assume that the fundamental principles of good construction will not be overlooked, and will be carried out with the consistent application of ‘best practice’ techniques across the site and at each stage as these factors are of great consequence. The fieldwork undertaken for our site investigation included the following; detailed subsoil investigation recording characteristics and limitations, a comprehensive site assessment to record topography, geography and geology, soil observation boreholes (75-100 mm dia. Jarret style hand augers), penetrometer testing with 9kg Dynamic Cone Penetrometer (DCP), classification and testing of hand collected soil samples, and the collation and evaluation of the results from the above studies. Be Be Be To Go Ge (All fieldwork performed in accordance with the relevant Australian Standards and Codes.) (All boreholes backfilled in accordance with Occupational Health and Safety regulations.) FIELD TEST LIMITATIONS The soil profiles reported should generally be representative of the soil conditions across this site. In some cases soil conditions can change dramatically, and can change over short distances. If site works reveal soil conditions that are different from those shown in the attached data, the evaluator must be informed immediately as changes may be necessary. CLIENT SUPPLIED INFORMATION This site investigation and classification has been undertaken in accordance with AS 2870 ‘Residential Slabs and Footings'. The Queensland Building & Construction Commission's (QBCC) ‘Rectification of Building Work Policy' has a requirement for the following information to be supplied to us, and that we consider this information in determining the site classification. This information includes, but is not limited to; Property description and site address, Evidence to ensure site is correct (e.g. Survey Plan, Registered Plan, etc), Survey plan delineating contours, trees, existing developments, etc, Land searches, including such information as flood lines, easements, covenants, underground services and infrastructure, etc, Any previous geotechnical work, e.g. original contour survey, and the limits of prior subdivisional or developmental cutting and filling, service lines etc. The known extent of further developmental or construction earthworks Be Se SY & Se Be In this instance and at the time of our commission, we have considered the information supplied to us by the client. Should the client or his agent have omitted to supply us with the QBCC required information or supplied us with incorrect information our assessment may be irrelevant and/or inappropriate. However, should this information become available we would be pleased to amend our report accordingly, if, and as necessary. We do not take responsibility for the consequences in such cases and may incur additional costs if as a result; more testing or re-writing is necessary. Unearthed Geotechnical P/L. 2 Site Investigation Report 019-090
Page 28
FINDINGS All the field information and test results collected during our site investigation and detailed in this report, including any site plans, log and data sheets together form the basis of our recommendations. The soil profile encountered during our investigations, and as reported, was reasonably and acceptably consistent across the proposed development, and within our expectations from regional experience and correlation with The Qid Dept of Mines/Energy Geology Sheet 9445/1999 (Gympie). The Qld Dept Mines/Energy Geology Sheet 9445/1999 describes the geology as Early-Middle Triassic, Keefton Formation (Rfc), conglomerate, red shale, sandstone. The proposed site is on a partially exposed 20% northeastern to eastern slope with neighbouring vegetation consisting of grasses and trees. We recorded approximately 48 medium to large trees within, or adjacent to, the proposed sites that are likely to be removed. The landform was recorded as natural and partially disturbed. Slope configuration across the proposed site is determined to be linear planar. Slope stability problems were not evident during our investigations and expert evaluation deemed unnecessary. The susceptibility to flooding from groundwater is low and site drainage was recorded as poor. No water table was encountered on the day of our site investigation. However, during and for some time after periods of seasonal, heavy or extended rainfall we would anticipate water seepage on the sand/clay interface which may cause a loss of bearing capacity at this level. Seepage may also cause collapse of excavations, which may increase concrete volumes significantly above those normally anticipated. Cobbles and/or boulders in soil profiles are sometimes common and unfortunately we cannot predict their size or frequency. It has also been our experience that these floaters can be extremely difficult to excavate with conventional equipment. However, experience in this area has shown that beneath any floaters the soil grades into stable weathered rock at relatively shallow depths. Moderately weathered excavatable rock was encountered at, or is expected at, relatively shallow depths across the proposed site. The resistance of the soil encountered was tested with an approved 9kg Dynamic Cone Penetrometer and the results recorded at the appropriate levels on the attached log sections. Unearthed Geotechnical P/L. 3 Site Investigation Report 019-090
Page 29
The sample hand collected and classified on site from BH 1 at a depth of 800 mm below the existing surface level returned a linear shrinkage result of 10.6%. The expected surface movement (Ys), due to seasonal moisture changes in the soil encountered, is as follows Ys Value = 27 mm Predicted Surface Movement Ys=<20 mm Ys => 40-< 60 mm Hl Ys => 60-<s 75 mm H2 Ys=>75 mm E Problem sites P Note: With a full depth clay profile the Ys value would increase to 30 mm. Note: Our assessment does not consider the effect of the presence of trees within or adjacent to the building site, nor the removal of trees prior to or after construction, nor the growth of trees too close to the footings. The proximity of trees and their effect on foundations should be considered when determining specific engineering assessments, and for foundation/footing design. Appendix B of AS 2870-2011 indicates that to reduce, but not eliminate, the possibility of damage to the footings, trees should be restricted to the following distance from the building (where rows or groups of trees are present the distance nominated below must be increased, and similarly the Ys Value listed above may need to be increased) : 75% of the mature tree height, for class “M” sites, 100% of the mature tree height, for class “H 1” sites, and 150% of the mature tree height, for class “E” sites. Note: This classification above has been derived from test work performed on the soil profile encountered on the day of our fieldwork. Any filling of the site or excavation into the soil profile, of 300mm may result in a different classification. Temporary Excavations. Where temporary excavations are performed for footing or services up to 600mm deep, natural soils may have minor or no stability problems, however deeper excavations have a possibility of collapse more readily and shoring of vertical excavation may be required. Where an existing excavation has been filled with uncontrolled fill, all locations above a line 30 degrees for sands and 45 degrees for clays above the horizontal may be unstable and may not support any structure — see attached critical depth line diagram. Existing Services. We were not informed of any existing service line excavations and no existing service line excavations were identified within or immediately adjacent to the proposed house site. Unearthed Geotechnical P/L. 4 Site Investigation Report 019-090
Page 30
LEGEND
GW — Well graded gravels, little or no fines GP — Poorly graded gravels, little or no fines
GM - Silty gravels GC — Clayey gravels
SW — Well graded sands, little or no fines SP — Poorly graded sands, little or no fines
SM - Silty sands SC — Clayey sands
ML — Inorganic silts and very fine sands OL — Organic silts and organic silty clays
CL - Inorganic clays of low plasticity CI — Inorganic clays of medium plasticity
CH - Inorganic clays of high plasticity OH — Organic clays medium/high plasticity
Pt — Peat and other highly organic material Ls — Linear Shrinkage %
Note The stratifications identified on our log sheets are representative of the approximate
boundary between soil types and the transition may be gradual and vary over the site.
Dk-— Dark, Lt — Li Gy — Grey, Rd - Red, Br— Brown, Or — Orange, Mott — Mottled.
LP, MP, HP - Low, Medium, High Plasticity. EWR - Extremely Weathered Rock.
UTP — Unable to penetrate — blows/100 mm
Very soft (VS) — < 25 kPa Soft (S)- 25 to 50 kPa Firm (F) — 50 to 100 kPa
Stiff (St) — 100 to 200 kPa Very Stiff (VSt) — 200 to 400 kPa Hard (H) — 400+ kPa
Density SPT “N” value Relative Density (%)
Very Loose (VL) <4 <15
Loose (L) 4-10 15-35
Medium Dense (MD) 10 —30 35-65
Dense (D) 30-50 65 — 85
Very Dense (VD) > 50 > 85
Boulder > 200
Cobble 63 — 200
20 — 63
2-20
0.6 — 2.0
0.2 —0.6
Sand 0.075 — 0.2
0.002 — 0.075
Clay < 0.002
Gravel
Looks and feels dry, clay soils are normally hard, or friable.
Feel cool, darkened in colour, no free water on hands when remouldi
Soils are weak, free water can occur; soils bind together, clay softened.
Unearthed Geotechnical P/L. 5 Site Investigation Report 019-090
Page 31
(— >)
Ground/pad level
This footing is founded I
above the critical depth i
unstable line and is deemed to i
be unstable. Any proposed or existing excavation. The
“Gy builder must ensure all excavations are
<7 discovered and the footing and slab is
Yo, secured Below the critical tine accordingly.
0p is should include a search of all council
Ya, fo nelow the artical ocean & other records for as constructed plans to
NL line to provide stability to establish excavation depths & widths.
This footing is founded ™“ these footings.
below critical line and
is stable
30 degrees ™N.,
(45 for clay) ™,,
Critical Depth line measured from deepest In the case of a buried pipe the
point of the excavation nearest the footing: invert level is usually above and
away from the nearest comer
of the excavation.
Critical Depth Line
XK S/S
Unearthed Geotechnical P/L. 6 Site Investigation Report 019-090
Page 32
Lot 13 (#49) DoNNELLYS RoaD, RIDGEWOOD. 019-090
h
y.Clayey Silty Gravelly Sand SC | 0 | 100 | 0 | v.Clayey Silty Gravelly Sand SC
_ (Dark Grey Brown) 1 200 1 _(Dark Grey Brown)
Moist & Disturbed/Loose 1 {| 300 1 Moist & Disturbed/Loose
Gravelly Sandy Clay CI/LP 2 | 400 | 3 Gravelly Sandy Clay CI/LP
(Orange Brown,
Mostar | 2 [$00 | 4
oe eee eee eee eee... |. 4_| 600 | 3 | Gravelly Sandy Clay .CI/HP
_ Gravelly Sandy Clay CI/HP j{ 4 | 700 | 3 (Red Brown Grey mottled)
~ (0.024 = Iss, Ls = 10.6%) ~ 4 | 800] 5 Moist & Stiff
(Red Brown Grey mottled) | 4
Moist & Stiff 5
v.Gravelly Sandy Clay CI/MP 9
._ (Orange Brown Grey mottled)
Moist & Stiff/Friable
UTP Hand Auger
derately Weathered Rock)
(Friable Weathered Rock Lenses)
_...... Hind Hand Auger
(Approaching Weathered Rock)
2500
75-100 mm Jarret style Hand Augers.
*p = blows/100mm - 9kg Dynamic Cone Penetrometer.
UTP = Unable to penetrate.
CHNICAL P/L. PO BOX 1204, GYMPIE. Q 4570. 15/05/2019
ipanying report, including any site plans, log and data sheets are only to be used for the purposes of this
report. No third party use of any part of this information is authorised without specific or written consent.
Page 33
Lot 13 (#49) DoNNELLYS ROAD, RIDGEWOOD. 019-090
v.Clayey Silty Gravelly Sand SC
i 100
__ (Dark Grey Brown) ___—s'|_0 | 200
“Moist & Disturbed/Loose 1 300
Gravelly Sandy Clay CI/LP 2 400
(Orange Brown,
oe Moisterim | 3 | 500
Gravelly Sandy Clay CI/HP 4
_.Red Brown Grey mottled) | 6
Moist & Stiff 7
v.Gravelly Sandy Clay CI/MP | 6 |
(Orange Brown Grey mottled)
Moist & Stiff/Friable
(Friable Weathered Rock Lenses) | __
MO Yon
UTP Hand Auger
(Moderately Weathered Rock) ; 1400
&
UTP = Unable to penetrate.
Note - All fe
accompanyi
report.
‘information and test results collected during our site investigation and detailed in the
report, including any site plans, log and data sheets are only to be used for the purposes of this
party use of any part of this information is authorised without specific or written consent.
Page 34
PROPOSED DEVELOPMENT ee \g.Corn
Page 35
PROPOSED
G/FLAT &
LOCATION AND ASPECT OF PHOTO
H2
BOREHOLE LOCATION AND NUMBER
Page 36
Page 37
DEVELOPMENT PERMIT FOR BUILDING WORKS
APPROVED WITH CONDITIONS
Permit No. 8971 Date 18 FEB 2020
This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
ISSUED BY URBAN CERTIFIERS PTY LTD
Page 38
Page 39
Nationwide House Energy Rating Scheme* Certificate
0004058335-01 21 Aug 2019 êStar rating: 6.4
BERS Pro v4.3.0.0 (3.13) cannot be used to model 'roof windows'. Roof windows are 'openable or fixed windows in a roof' and do not have a shaft, as distinct
from skylights which incorporate a built-in shaft and are not ventilated. BERS Pro v4.3 can only model skylights. If a roof window is present on the floor plan
then this certificate is not valid.
Assessor details
DEVELOPMENT PERMIT FOR BUILDING WORKS
6.4
Accreditation APPROVED WITH CONDITIONS
number: VIC/BDAV/13/1543 Permit No. 8971 Date 18 FEB 2020
Name: luis contigiani This is an approved document. Refer to the Decision
Notice for details and conditions applying to the work.
Organisation: THE LC TRUST ISSUED BY URBAN CERTIFIERS PTY LTD
Email: [email protected]
Phone: 0481218250
Declaration The Assessor has provided design
of interest: advice to the Applicant
Software: BERS Pro v4.3.0.2d (3.13)
AAO: BDAV
Overview
39.0 MJ/m2
Dwelling details
49 DONNELLYS ST
Suburb: RIDGEWOOD
State: QLD Postcode: 4563
Type: New Dwelling NCC Class: 1A
Lot/DP 10
**NOTE: This total is the
number: 13/RP800338 Exposure: Exposed Ceiling penetrations maximum number of ceiling
(see following pages for details) penetrations allowed to a
ceiling (under a roof) for this
Key construction and insulation materials Sealed: 4 certificate. If this number is
exceded in construction then
(see following pages for details) Unsealed: 0 this certificate IS NOT VALID
TOTAL:** 4 and a new certificate is required.
Construction: Weatherboard Cavity Panel Direct Fix Loss of ceiling insulation for the
Corrugated Iron penetrations listed has been
Suspended Timber Floor taken into account with the rating.
Insulation: R2.7 wall insulation Principle downlight type: Unknown
R4.1 ceiling insulation
R3.5 floor insulation Scan to access this
Window selection -
Glazing: ALM-002-01 A Aluminium B SG Clear certificate online and
default windows only
confirm this is valid.
Note on allowable window values:
Net floor area (m2) Annual thermal Only a 5% tolerance to the nominated
SHGC window values shown on page 2
performance loads can be used with this rating.
Conditioned: 69.0
(MJ/m2)
Unconditioned: 10.0 Note: Only a +/- 5% SHGC tolerance is
Heating: allowed with this rating.
Garage: 0.0 18.3
TOTAL: 79.0 Cooling: 20.8 NB: This tolerance ONLY applies
TOTAL: to SHGC, the U-value can always
39.0 be lower but not higher than the
values stated on page 2.
Plan documents If any of windows selected are
outside the 5% tolerance then this
04-07-2019 certificate is no longer valid and the
dwelling will need to be rerated to
RHYS WISEMAN confirm compliance.
* Nationwide
House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. Page 1 of 5
For more details see www.nathers.gov.au
Page 40
Nationwide House Energy Rating Scheme* Certificate
Certificate number: 0004058335-01 Certificate Date: 21 Aug 2019 ★ Star rating: 6.4
Building features
Window type and performance value
Window ID Window type U-value SHGC
ALM-002-01 A ALM-002-01 A Aluminium B SG Clear 6.7 0.70
Window schedule
Location Window ID Window no. Height (mm) Width (mm) Orientation Outdoor shade
LAUNDRY ALM-002-01 A n/a 1400 900 NW No Shading
Bedroom 2 ALM-002-01 A n/a 1200 1800 NW No Shading
W.C ALM-002-01 A n/a 1000 600 NW No Shading
Unconditioned 3 ALM-002-01 A n/a 1400 500 NW No Shading
Bedroom 1 ALM-002-01 A n/a 1200 1800 NW No Shading
Kitchen/DINING ALM-002-01 A n/a 600 2000 NE No Shading
Kitchen/DINING ALM-002-01 A n/a 1200 900 NE No Shading
Kitchen/DINING ALM-002-01 A n/a 2100 5400 SE No Shading
ALM-002-01 A n/a 1800 2100 SW No Shading
Roof window and skylight type and performance value
ID Window type U-value SHGC
None Present
Roof window and skylight schedule
Location ID Roof Area (m²) Orientation Outdoor shade Indoor
window/skylight shade/diffuser
no.
None Present
External wall type
ID Wall type Insulation Wall wrap or foil
EW-1 Weatherboard Cavity Panel Direct Anti-glare foil with bulk no gap R2.7 Yes
Fix
External wall schedule
Location ID Width (mm) Height (mm) Orientation Fixed Shade Eaves
(mm)
LAUNDRY EW-1 1995 2400 NW No 500
LAUNDRY EW-1 1995 2400 SE No 8800
LAUNDRY EW-1 2100 2400 SW No 500
Bedroom 2 EW-1 3690 2400 NW No 500
Bedroom 2 EW-1 1595 2400 SW No 2500
W.C EW-1 990 2400 NW No 500
Unconditioned 3 EW-1 2090 2400 NW No 500
Bedroom 1 EW-1 3695 2400 NW No 500
Bedroom 1 EW-1 3695 2400 NE No 2500
Kitchen/DINING EW-1 3695 2550 NE No 2500
Kitchen/DINING EW-1 7995 2550 SE No 3500
EW-1 2495 2550 SE No 3500
EW-1 3695 2550 SW No 2500
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. Page 2 of 5
For more details see www.nathers.gov.au
Page 41
Nationwide House Energy Rating Scheme* Certificate
Certificate number: 0004058335-01 Certificate Date: 21 Aug 2019 ★ Star rating: 6.4
Building features continued
Internal wall type
Wall type Area (m²) Insulation Wall wrap or foil
IW-1 - Cavity wall, direct fix 70.0 Bulk Insulation, No Air Gap R2.5 No
plasterboard, single gap
Floors
Location Construction Area (m²) Sub floor Added Covering
ventilation insulation
LAUNDRY Suspended Timber Floor 19mm 4.1 Open Bulk+Foil, Foil Ceramic Tiles
in Contact with 8mm
Floor R3.5
Bedroom 2 Suspended Timber Floor 19mm 13.3 Open Bulk+Foil, Foil Carpet+Rubber
in Contact with Underlay 18mm
Floor R3.5
W.C Suspended Timber Floor 19mm 1.9 Open Bulk+Foil, Foil Ceramic Tiles
in Contact with 8mm
Floor R3.5
Unconditioned 3 Suspended Timber Floor 19mm 4.1 Open Bulk+Foil, Foil Ceramic Tiles
in Contact with 8mm
Floor R3.5
Bedroom 1 Suspended Timber Floor 19mm 13.4 Open Bulk+Foil, Foil Carpet+Rubber
in Contact with Underlay 18mm
Floor R3.5
HALL Suspended Timber Floor 19mm 4.5 Open Bulk+Foil, Foil Cork Tiles or
in Contact with Parquetry 8mm
Floor R3.5
Kitchen/DINING Suspended Timber Floor 19mm 29.1 Open Bulk+Foil, Foil Cork Tiles or
in Contact with Parquetry 8mm
Floor R3.5
Suspended Timber Floor 19mm 9.0 Open Bulk+Foil, Foil Cork Tiles or
in Contact with Parquetry 8mm
Floor R3.5
Ceiling type
Location Construction Added Roof space
insulation above
LAUNDRY Plasterboard Bulk Insulation Yes
R4.1
Bedroom 2 Plasterboard Bulk Insulation Yes
R4.1
W.C Plasterboard Bulk Insulation Yes
R4.1
Unconditioned 3 Plasterboard Bulk Insulation Yes
R4.1
Bedroom 1 Plasterboard Bulk Insulation Yes
R4.1
HALL Plasterboard Bulk Insulation Yes
R4.1
Kitchen/DINING Plasterboard Bulk Insulation Yes
R4.1
Plasterboard Bulk Insulation Yes
R4.1
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. Page 3 of 5
For more details see www.nathers.gov.au
Page 42
Nationwide House Energy Rating Scheme* Certificate
Certificate number: 0004058335-01 Certificate Date: 21 Aug 2019 ★ Star rating: 6.4
Building features continued
Ceiling penetrations
Location Number Type Diameter (mm) Sealed/unsealed
Bedroom 2 1 Exhaust Fans 300 Sealed
Bedroom 1 1 Exhaust Fans 300 Sealed
Kitchen/DINING 1 Exhaust Fans 300 Sealed
1 Exhaust Fans 300 Sealed
Ceiling fans
Location Number Diameter (mm)
None Present
Roof type
Construction Added Roof colour
insulation
Corrugated Iron Bulk+Foil Sided Light
Bubble Wrap.
Reflective Side
Down R4.1
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. Page 4 of 5
For more details see www.nathers.gov.au
Page 43
1DWLRQZLGH+RXVH(QHUJ\5DWLQJ6FKHPH &HUWL¿FDWH
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Additional information
Explanatory notes
About this report Accredited Assessors
5HVLGHQWLDOHQHUJ\UDWLQJVDGGUHVVWKHTXDOLW\RIWKHEXLOGLQJ To ensure you get a high-quality, professional NatHERS
IDEULFLHZDOOVZLQGRZVÀRRUVDQGURRIFHLOLQJV5DWLQJV House Energy Rating report, you should always use an
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General Information maintain a high and consistent standard of assessments
across the country. Non-accredited assessors do not have
A NatHERS House Energy Rating is a comprehensive, this level of quality assurance or any on-going training
dynamic computer modelling evaluation of the floorplans, requirements.
elevations and specifications to predict an energy load of a ,I\RXKDYHDQ\TXHVWLRQVRUFRQFHUQVDERXWWKLVUHSRUW
home. Not all of us use our homes in the same way, so SOHDVHGLUHFWWKHPWR\RXUDVVHVVRULQWKH¿UVWLQVWDQFH
ratings are generated using standard assumptions. This
means homes can be compared across the country. ,I\RXUDVVHVVRULVXQDEOHWRDGGUHVV\RXUTXHVWLRQVRU
concerns, please contact their AAO listed under ‘assessor
The actual energy consumption of your home may vary GHWDLOV¶<RXFDQDOVR¿QGDUDQJHRILQIRUPDWLRQDERXW
significantly from the predicted energy load figures in the DFFUHGLWHGDVVHVVRUVRQWKH$$2ZHEVLWHV
report depending on issues such as the size of your
household and your personal preferences, e.g. in terms of Disclaimer
heating or cooling.
The energy values quoted are for comparison purposes only;
While the figures are an indicative guide to energy use, they
can be used as a reliable guide for comparative purposes they are not a prediction of actual energy use. This rating
between different house designs and for demonstrating that RQO\DSSOLHVWRWKHÀRRUSODQFRQVWUXFWLRQGHWDLOVRULHQWDWLRQ
the design meets the required regulatory compliance. DQGFOLPDWHDVVXEPLWWHGDQGLQFOXGHGLQWKHDWWDFKHG
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Homes that are energy efficient use less energy, are warmer WKLVFHUWL¿FDWH&KDQJHVWRDQ\RIWKHVHGHWDLOVFRXOGDIIHFW
in winter, cooler in summer and cost less to run. The higher the rating.
the star rating the more energy efficient. Contact
This NatHERS House Energy Rating report was carefully
For more information on the Nationwide House Energy
prepared by your assessor on the basis of comprehensive
modelling using standard procedures to rate your home Rating Scheme (NatHERS), visit www.nathers.gov.au
using the underlying engine developed by the Australian )RUPRUHLQIRUPDWLRQRQHQHUJ\HI¿FLHQWGHVLJQDQG
Commonwealth Scientific and Industrial Research insulation visit www.yourhome.gov.au
Organisation (CSIRO).
All information relating to energy loads presented in this
report is based on a range of standard assumptions in order
to allow for comparisons with reports prepared for other
homes and to demonstrate minimum regulatory compliance.
The standard assumptions include figures for occupancy,
indoor air temperature and are based on a unique climate
file for your region.
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments.
For more details see www.nathers.gov.au Page 5 of 5
[OCR of page images]
Nationwide House Energy Rating Scheme* Certificate
ae
Certificate number: 0004058335-01 Certificate Date:
21 Aug 2019
NTT
LHOMUIEI
%& Star rating: 6.4
Additional information
Explanatory notes
About this report
Accredited Assessors
Residential energy ratings address the quality of the building
fabric i.e. walls, windows, floors and roof/ceilings. Ratings
do not cover the energy or water efficiency of appliances
including heating and cooling, hot water, dishwashers, ovens,
fridges, TVs etc. or solar panel or water tank requirements.
The efficiency or specification of these items is generally
covered by other regulations, standards or guidelines.
General Information
A NatHERS House Energy Rating is a comprehensive,
dynamic computer modelling evaluation of the floorplans,
elevations and specifications to predict an energy load of a
home. Not all of us use our homes in the same way, so
ratings are generated using standard assumptions. This
means homes can be compared across the country.
The actual energy consumption of your home may vary
significantly from the predicted energy load figures in the
report depending on issues such as the size of your
household and your personal preferences, e.g. in terms of
heating or cooling.
While the figures are an indicative guide to energy use, they
can be used as a reliable guide for comparative purposes
between different house designs and for demonstrating that
the design meets the required regulatory compliance.
Homes that are energy efficient use less energy, are warmer
in winter, cooler in summer and cost less to run. The higher
the star rating the more energy efficient.
This NatHERS House Energy Rating report was carefully
prepared by your assessor on the basis of comprehensive
modelling using standard procedures to rate your home
using the underlying engine developed by the Australian
Commonwealth Scientific and Industrial Research
Organisation (CSIRO).
All information relating to energy loads presented in this
report is based on a range of standard assumptions in order
to allow for comparisons with reports prepared for other
homes and to demonstrate minimum regulatory compliance.
The standard assumptions include figures for occupancy,
indoor air temperature and are based on a unique climate
file for your region.
To ensure you get a high-quality, professional NatHERS
House Energy Rating report, you should always use an
accredited assessor, accredited assessors are members
of a professional body called an Assessor Accrediting
Organisation (AAO).
AAOs have specific quality assurance processes in place
and continuing professional development requirements to
maintain a high and consistent standard of assessments
across the country. Non-accredited assessors do not have
this level of quality assurance or any on-going training
requirements.
If you have any questions or concerns about this report,
please direct them to your assessor in the first instance.
If your assessor is unable to address your questions or
concerns, please contact their AAO listed under ‘assessor
details’. You can also find a range of information about
accredited assessors on the AAO websites.
Disclaimer
The energy values quoted are for comparison purposes only;
they are not a prediction of actual energy use. This rating
only applies to the floor plan, construction details, orientation
and climate as submitted and included in the attached
drawing set that bears a stamp with the same number as
this certificate. Changes to any of these details could affect
the rating.
Contact
For more information on the Nationwide House Energy
Rating Scheme (NatHERS), visit www.nathers.gov.au
For more information on energy efficient design and
insulation visit www.yourhome.gov.au
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments.
For more details see www.nathers.gov.au
Page 5 of 5
Used in these records
Attachment E - Secondary Dwelling (Exisitng Dwelling Plans from BA)Related documentApplication case desk ↗
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