Council archive · source document
Noosa Council Amendment Request MCU18-0001.01 · MCU18/0001.01
Very large file (12.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
12 August 2019
Noosa Council
PO Box 141
Tewantin QLD 4565
Attention Lisa Pienaar
RE: Variations to Approval ‐ Decision Notification No: MCU18/0001
8 Stevens St Sunshine Beach Qld 4567 ‐ Lot 696 SP 279875
Dear Lisa
Thank you for your time recently regarding the variations to the above Decision Notification.
We seek approval to make certain changes to that approval as follows.
Attached are the following documents:
1. Copy of MCU 18/0001,
2. Plan detailing proposed amendments
Proposed Amendment Relocate front fence to front boundary line and remove daybed to enhance
streetscape. The proposed fence will be articulated at the southern end as the
fence wraps around towards the front door and then the house has further
articulation as it meets the driveway entrance.
JUKLO PTY LTD ATF JUDY KLOBAS FAMILY TRUST ABN 11 872 178 380
17 BEULAH ROAD NORWOOD SA 5067
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of pages 2 to 28 (of 50)
Page 2
Outcome The streetscape of Stevens St is best served by maintaining uniformity along
the frontage of the subject property and the adjoining properties. The
removal of the day bed further enhances the visual impression being achieved
from the street.
Currently the adjoining properties (both northern and southern side) have their front fences along their
respective front boundaries.
I have attached a photograph taken along the boundary line of the subject property looking south
towards 6 Stevens St Sunshine Beach.
The front fence is on the front boundary line and has articulation at the northern end wrapping around
into the driveway as is evidence from the photograph and the attached extract from MCU 15/0120.
Page 3
The following photograph depicts the view from 12 Stevens St looking south. Both the front fences for
each property, being 10 and 12 Stevens St, are located on the front boundary.
Proposed Amendment Widening of awning adjacent to the northern end of the pool including
installation of a clear roofing material over the structure for weather
protection.
Outcome The widening of the awning provides for better function and usability of the
space as is evidence by the following image.
Page 4
Proposed Amendment Addition of new awning on BBQ deck on the eastern side of the ground floor
living area including installation of a clear roofing material over the structure
for weather protection.
Outcome Sun protection to glass along the eastern wing of ground floor living and
dining area providing extensive improving energy efficiency to the building
and providing for better function and usability of the exterior space.
The following images provides a snapshot of the position of the new awning. More detailed information
is incorporated in the attached plans and elevations
Page 5
The covering of the two awnings in results in the following site coverages, as extracted from the attached plans. The total coverage is still below the benchmark of 80% despite being over for the ground floor and under for the first floor.
Page 6
Proposed Amendment Removal of section of wall on southern boundary protruding into easement
area.
Outcome Condition 22 ‐ No part of the structure or roof line is to encroach on the access
easement.
As Approved
Proposed
Page 7
Proposed Amendment Removal of screens along southern elevation at eastern and western end.
Outcome Cost and construction efficiency with no loss of energy efficiency as this is a
south facing wall.
As Approved
Proposed
Page 8
Proposed Amendment Modification of roof pitch to western pod from 5.6% to 5.0%.
Outcome Uniformity between both roof lines now being at the same angle.
As approved
Proposed
Proposed Amendment Removal of glass balustrade on eastern deck approved at 1500 mm of
boundary lines to manage sightlines (mutual overlooking) to and from
adjoining properties and replace the glass balustrade with a boundary fence
comprising rendered block work to 1.0 metres (to comply with safety
requirements as a balustrade) above finished floor level and screen louvres
from the top of the block work to a total height of 1.5 metres above finished
floor level.
Outcome Management of privacy, looking in and looking out, and noise attenuation to
and from the adjoining properties including noise and car light management
from common driveway area. Improved living amenity by utilising mixed
media and enabling air circulation with louvres above the block work.
Page 9
The approval provides for a glass balustrade on the eastern deck set 1,500 mm in from the northern and eastern boundaries as depicted on the following approved planning drawing. As we now have access to the ground floor slab as part of the construction process the following photo was taken behind the line of the proposed glass balustrade in a northerly direction into the backyard of 10 Stevens St.
Page 10
The following photo was taken behind the line of the proposed glass balustrade in an easterly direction
into the rear façade of the building to the east. The deck finished floor will be in line with the top of the
bessa blocks as shown.
It is clear there exist significant overlooking issues both outwardly into adjoining properties and inwardly
from adjoining properties.
The requested amendment addresses these issues for both our respective neighbors and our own
privacy.
Northern elevation as approved
Page 11
Northern elevation as proposed Eastern elevation as approved Eastern elevation as proposed [OCR of page images] Northern elevation as proposed Eastern elevation as proposed
Page 12
The fixed louvres will be angled upwards and outwards to ensure no downward visibility is available. The attached image provides a guideline of how this will be achieved. Should you have any further queries please fell free to make contact at your convenience. Michael Klobas 0418 821 111
Page 13
Noosa Council documents
Officer: Lisa Pienaar
Direct Telephone: 07 53296514
Our Reference: MCU18/0001 : JELDER
Your Reference: n/a
22 November 2018
Coastal Building Certifications Pty Ltd
PO Box 890
BUDERIM QLD 4556
[email protected]
Dear Sir,
Decision Notice
Planning Act 2016
I refer to your application and advise that on 20 November 2018, Council decided to approve the
application, subject to conditions.
Details of the decision are as follows:
1. APPLICATION DETAILS
Application No: MCU18/0001
Street address: 8 Stevens St Sunshine Beach Qld 4567
Real property description: Lot 696 SP 279875
Planning Scheme: The Noosa Plan (27 November 2017)
2. DECISION DETAILS
Council decided to issue the following type of approval:
Development Permit for Material Change of Use - Detached House
3. CURRENCY PERIOD OF APPROVAL
The currency period for this development approval is 6 years starting the day that this development
approval takes effect.
4. ASSESSMENT MANAGER CONDITIONS
PLANNING
When Conditions must be Complied With
1. Unless otherwise stated, all conditions of this Decision Notice must be complied with prior to
the use commencing, and then compliance maintained at all times while the use continues.
Approved Plans
2. Development undertaken in accordance with this approval must generally comply with the
approved plans of development. The approved plans are listed in the following table unless
otherwise amended by these conditions.
PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au
Page 1 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 14
Noosa Council documents
Plan Plan/Document Name Date
No.
C0.0 Site Plan, drawn by Chris Clout Design 13/11/18
C1.0 Lower Floor Plan, drawn by Chris Clout Design 13/11/18
C2.0 Ground Floor Plan, drawn by Chris Clout Design 13/11/18
C3.0 Upper Floor Plan, drawn by Chris Clout Design 13/11/18
C4.0 Elevations (East/West), drawn by Chris Clout Design 13/11/18
C5.0 Elevations (North/South) , drawn by Chris Clout Design 13/11/18
C6.0 Section (1 & 2), drawn by Chris Clout Design 13/11/18
Building Height
3. The maximum height of the development must not exceed 8 metres above the natural and
finished ground surface.
4. The maximum height of the development must not exceed 2 storeys, except for that portion
of the dwelling that extends eastward of the ‘line of 3 storeys’ shown on the Ground Floor
Plan No. C2.0 (not including the ground floor deck).
5. Certification must be submitted to Council from a Licensed Surveyor which certifies that the
building does not exceed the maximum height requirement of this Decision Notice.
Performance Bond
6. Security in the form of a cash bond or trading bank guarantee to the sum of $3,000 must be
submitted to Council, to secure performance of all conditions of this approval, prior to the
issue of a Development Permit for Building Works. The cash bond or trading bank guarantee
will be returned on performance of the conditions of approval less any costs incurred by
Council in respect of enforcing performance of this permit. Council reserves the right to call
upon the bond or guaranteed sum to effect compliance with conditions.
Landscaping
7. A minimum of 20% of the site must be of soft landscaping.
Built form
8. External colours and finishes of the building must comprise of muted/environmental tones
that blend with the natural environment.
Building Appearance
9. All air conditioning units or other mechanical equipment must be located at ground level or
otherwise fully enclosed or screen such that they are not visible from the street frontages or
adjoining properties.
10. All deck and balcony areas above ground floor must not be enclosed by permanent fixtures
such as shutters, louvers, glass panelling or the like, expect where required to satisfy any
privacy condition of this Decision Notice.
Privacy
11. To ensure privacy is protected between adjoining properties any windows or glazing that has
the potential to overlook the private open space of neighbouring properties must either:
a. have a minimum window sill height or 1.5 metres above floor level
b. be fitted with translucent glazing
Page 2 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 15
Noosa Council documents
c. be fitted with a fixed external screen
12. To ensure privacy doors, windows, glazing or balconies that have the potential to overlook
the private spaces of neighbouring properties must include either balustrading or fixed
external screens, positioned in such a way to obscure direct views into the habitable room
windows or private open space areas of the adjoining property.
Site Access and Driveways
13. A sealed access driveway must be provided from the existing formation in the shared
driveway to all parking and manoeuvring areas of the development.
14. All vehicle movements associated with entering and exiting the development must be
undertaken wholly within the property or the associated access easements.
15. Vehicle manoeuvring must be in accordance Australian Standards and Engineering
Certification dated 13 November 2018 as authored by Bax Engineering Pty Ltd.
16. Certification from a RPEQ that vehicle manoeuvring is in accordance with Condition 15 is
required to be submitted to Council when construction is complete and prior to the Final
Building Inspection Certification is issued.
Fencing and Walls
17. Any street fencing must be in accordance with the approved plans and the area of land
between the fence and the front property boundary must be densely landscaped to screen
any fencing from the street.
Setbacks
18. The balustrading on the deck shown on the Ground Floor Plan C2.0 on the northern and
eastern boundary must be setback 1.5 metres from the edge of the structure (planter) and
be densely landscaped (in accordance with the approved plans) to prevent overlooking
opportunities into adjoining property.
19. The setback of the sundeck on the upper level plan must be setback a minimum of 5.2 metres
from the rear boundary and be in accordance with the approved plans.
Garage
20. The garage wall height must not be any higher than indicated on Elevation Plans no. C4.0
and C5.0.
Stormwater Drainage
21. Stormwater runoff from the development must be disposed of on-site without causing scour
or damage to the subject site or any adjoining property. The works must be undertaken
generally in accordance with the “Stormwater Quantity Assessment” prepared by BAX
Engineering reference 018-001 Clout Design dated 26 June 2018.
Easements
22. No part of the structure or roof line is to encroach on the access easement. Certification
must be submitted to Council from a Licensed Surveyor which certifies that the building does
not encroach on the any access easement.
23. Emt B on SP279875 at the rear of the site must be deleted upon completion of works.
24. Unless otherwise agreed in writing by the relevant service provider, any public or third party
infrastructure located on the subject site must be placed within an easement registered
against the title of the property.
25. All easements must be designed in accordance with the planning scheme and granted at no
cost to the Grantee. Where the Grantee is Council or a service authority, the easement
documentation must be in accordance with the Grantee’s standard easement terms. Draft
easement documentation must be submitted to Council for endorsement.
Page 3 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 16
Noosa Council documents
26. All works must be kept clear of any existing or proposed easements on the subject land,
unless agreed otherwise in writing by the Grantee.
Geotechnical Stability
27. A Geotechnical Engineer or similar qualified person* must assess the soil condition on site,
determine the soil classification, establish whether any measures are required to protect the
stability of adjoining buildings and/or structures and/or land, and make recommendations on
the type of foundation system(s) best suited for the proposed development. The
recommendations of this report shall be incorporated into the design and construction of the
proposed development.
*(Refer to Advisory Note)
28. At the completion of the development certification must be submitted to Council from a
qualified person* which certifies that the development has been constructed in accordance
with the recommendations contained in the Geotechnical Report for the development, and
that the development has a minimum factor of safety against landslip of 1.5 in the long term.
*(Refer to advisory Note)
Earthworks and Retaining Walls
29. Earthworks carried out on site must not affect the stability of adjoining buildings and/or
structures and/or land that border the development site.
30. All earthworks must be contained entirely within the subject site unless written permission
from the respective landowner(s) is provided to Council. All earthworks must be undertaken
in accordance with the provisions of Australian Standard AS3798: Guidelines on Earthworks
for Commercial and Residential Developments.
31. All retaining walls must be designed and constructed in accordance with the planning scheme
and must be certified by an RPEQ where exceeding 1.0m in height. All retaining walls that
are publicly accessible and exceed 1.0m in height must be fitted with a commercial grade
safety fence.
Damage to Services and Assets
32. Any damage caused to existing services and assets as a result of the development works
must be repaired at no cost to the asset owner at the following times:
a. where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
or
b. where otherwise, upon completion of the works associated with the development.
Any repair work which proposes to alter the alignment or level of existing services and assets
must first be referred to the relevant service authority for approval.
5. REFERRAL AGENCIES
Not applicable.
6. ADVISORY NOTES
The following notes are included for guidance and information purposes only and do not form part
of the assessment manager conditions:
Building and Construction Industry (Portable Long Service Leave) Levy
1. The QLeave levy must be paid prior to the issue of a development permit where it is required.
Council will not be able to issue a Decision Notice without receipt of details that the Levy has
been paid. QLeave contact: 1800 803 481 (free call) or (07) 3212 6855.
Qualified Person
2. For the purpose of preparing a Geotechnical Report, and for certifying geotechnical stability
for the development, a qualified person is considered to be a person who:
Page 4 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 17
Noosa Council documents
a. is a Registered Professional Engineer of Queensland (RPEQ); and
b. has a degree in civil engineering or engineering geology; and
c. has a minimum of 5 years experience in the field of geotechnical engineering or
engineering geology.
Unity Water
3. Any changes to Emt C on SP279875 will be at the discretion of Unitywater
Retention of Existing Trees
4. The existing trees on adjoining northern property must be retained and protected (in
particular the Pandanus tree) during construction. To avoid doubt, this advisory note is not
intended to exclude the operation of Chapter 3 of the Neighbourhood Dispute Resolution Act
2011 following construction of the development which is the subject of this development
approval.
Preparation of a Preliminary Construction Management Plan
5. A preliminary Construction Management Plan must be submitted with the Building Works
application and must address the following:
a. traffic management during all aspects of the construction phase including:
i. a Traffic Management Control Plan in accordance with the Manual of Uniform
Traffic Control Devices (MUTCD) detailing all temporary signage and traffic
control measures prior to construction
ii. maintenance of safe pedestrian access for the areas affected by the works during
and after daily construction has ceased
iii. proposed fencing to the site during the construction phase of the development
iv. provision for worker car parking
b. works programme identifying key components of the works and their respective
durations
c. establishment of a communication protocol with the general public, adjoining owners,
emergency services and local businesses to advise of agreed construction times,
impacts on traffic, services and other relevant issues
d. identification of complaint management procedures including:
i. contact details for the on-site manager
ii. dispute resolution procedures
7. PROPERTY NOTES
Not applicable.
8. VARIATION APPROVAL DETAILS
Not applicable.
9. FURTHER DEVELOPMENT PERMITS REQUIRED
Type of Development Permit Required Subject of the required Development Permit
Development Permit for Building Works Private Certification
10. SUBMISSIONS
Not applicable.
Page 5 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 18
Noosa Council documents
11. RIGHTS OF APPEAL
You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
Planning Act 2016 is attached.
During the appeal period, you as the applicant may suspend your appeal period and make written
representations to Council about the conditions contained within the development approval. If
Council agrees or agrees in part with the representations, a negotiated decision notice will be
issued. Only one negotiated decision notice may be given.
12. OTHER DETAILS
If you wish to obtain more information about the decision, electronic copies are available on line at
www.noosa.qld.gov.au or at Council Offices
Yours faithfully,
Lisa Pienaar
Development Planner
Enc: Appeal Rights
Approved Plans/Documents
cc. Unitywater
Page 6 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 19
Noosa Council documents
Appeal Rights
PLANNING ACT 2016 & PLANNING REGULATION 2017
Chapter 6 Dispute resolution (3) The appellant or, for an appeal to a tribunal, the registrar must,
within the service period, give a copy of the notice of appeal to –
Part 1 Appeal rights
(a) the respondent for the appeal; and
229 Appeals to tribunal or P&E Court
(b) each co-respondent for the appeal; and
(1) Schedule 1 of the Planning Act 2016 states –
(c) for an appeal about a development application under schedule
(a) Matters that may be appealed to –
1, table 1, item 1 – each principal submitter for the
(i) either a tribunal or the P&E Court; or development application; and
(ii) only a tribunal; or (d) for and appeal about a change application under schedule 1,
table 1, item 2 – each principal submitter for the change
(iii) only the P&E Court; and
application; and
(b) The person-
(e) each person who may elect to become a co-respondent for the
(i) who may appeal a matter (the appellant); and appeal, other than an eligible submitter who is not a principal
submitter in an appeal under paragraph (c) or (d); and
(ii) who is a respondent in an appeal of the matter; and
(f) for an appeal to the P&E Court – the chief executive; and
(iii) who is a co-respondent in an appeal of the matter; and
(g) for an appeal to a tribunal under another Act – any other
(iv) who may elect to be a co-respondent in an appeal of the
person who the registrar considers appropriate.
matter.
(4) The service period is –
(2) An appellant may start an appeal within the appeal period.
(a) if a submitter or advice agency started the appeal in the P&E
(3) The appeal period is –
Court – 2 business days after the appeal has started; or
(a) for an appeal by a building advisory agency – 10 business
(b) otherwise – 10 business days after the appeal is started.
days after a decision notice for the decision is given to the
agency; or (5) A notice of appeal given to a person who may elect to be a co-
respondent must state the effect of subsection (6).
(b) for an appeal against a deemed refusal – at any time after the
deemed refusal happens; or (6) A person elects to be a co-respondent by filing a notice of election,
in the approved form, within 10 business days after the notice of
(c) for an appeal against a decision of the Minister, under chapter
appeal is given to the person.
7, part 4, to register premises or to renew the registration of
premises – 20 business days after a notice us published under 231 Other appeals
section 269(3)(a) or (4); or
(1) Subject to this chapter, schedule 1 and the P&E Court Act, unless
(d) for an appeal against an infrastructure charges notice – 20 the Supreme Court decides a decision or other matter under this
business days after the infrastructure charges notice is given Act is affected by jurisdictional error, the decision or matter is non-
to the person; or appealable.
(e) for an appeal about a deemed approval of a development (2) The Judicial Review Act 1991, part 5 applies to the decision or
application for which a decision notice has not been given – matter to the extent it is affected by jurisdictional error.
30 business days after the applicant gives the deemed
(3) A person who, but for subsection (1) could have made an
approval notice to the assessment manager; or
application under the Judicial Review Act 1991 in relation to the
(f) for any other appeal – 20 business days after a notice of the decision or matter, may apply under part 4 of that Act for a
decision for the matter, including an enforcement notice, is statement of reasons in relation to the decision or matter.
given to the person.
(4) In this section –
Note – decision includes-
See the P&E Court Act for the court’s power to extend the appeal
(a) conduct engaged in for the purpose of making a decision; and
period.
(b) other conduct that relates to the making of a decision; and
(4) Each respondent and co-respondent for an appeal may be heard
in the appeal. (c) the making of a decision or failure to make a decision; and
(5) If an appeal is only about a referral agency’s response, the (d) a purported decision; and
assessment manager may apply to the tribunal or P&E Court to
(e) a deemed refusal.
withdraw from the appeal.
non-appealable, for a decision or matter, means the decision or
(6) To remove any doubt. It is declared that an appeal against an
matter-
infrastructure charges notice must not be about-
(a) is final and conclusive; and
(a) the adopted charge itself; or
(b) may not be challenged, appealed against, reviewed, quashed,
(b) for a decision about an offset or refund-
set aside or called into question in any other way under the
(i) the establishment cost of trunk infrastructure identified in Judicial Review Act 1991 or otherwise, whether by the
a LGIP; or Supreme Court, another court, a tribunal or another entity; and
(ii) the cost of infrastructure decided using the method (c) is not subject to any declaratory, injunctive or other order of
included in the local government’s charges resolution. the Supreme Court, another court, a tribunal or another entity
on any ground.
230 Notice of appeal
232 Rules of the P&E Court
(1) An appellant starts an appeal by lodging, with the registrar of the
tribunal or P&E Court, a notice of appeal that- (1) A person who is appealing to the P&E Court must comply with the
rules of the court that apply to the appeal.
(a) is in the approved form; and
(b) succinctly states the grounds of the appeal. (2) However, the P&E Court may hear and decide an appeal even if
the person has not complied with the rules of the P&E Court
(2) The notice of appeal must be accompanied by the required fee.
Page 7 of 7
Document Set ID: 20738719
Version: 4, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 20
Noosa Council documents
KEY: N - NICHE AREAS:
AW - AWNING WINDOW OV - OVEN LOWER FLOOR: 213m² -
GROUND FLOOR: 159m²
B - BATH P - PANTRY UPPER FLOOR: 148m² NOOSA COUNCIL
GFA: 520m²
BFD - BI-FOLD DOOR SH - SHOWER
SITE COVER
APPROVED PLAN
NORTH MCU18/0001 20 NOV 2018
BFW - BI-FOLD WINDOW S - SINK GROUND FLOOR AREA: 210.8m² /
505.9m² = 41.6%
CT - COOK TOP SLD - SLIDING DOOR UPPER FLOOR AREA: 168.6m² / 505.9m²
= 33.3%
CO - COFFEE MACHINE SLW - SLIDING WINDOW
ESTIMATED COSTS
FR - FRIDGE T - TUB 520m² X $4500 = $2,340,000
520m² X $5500 = $2,860,000
FP - FIXED PANEL WINDOW V - VANITY BASIN 520m² X $6000 = $3,120,000
L - LOUVRE WINDOW WC - WATER CLOSET TOTAL EAVE = 79012mm
75% = 59259
1 3
SL - SOLID LOUVRE WINDOW AREA WITH NO EAVE - 17.541m² =78% 3400
C8.0 C7.0
5 101°11'55" EXISTING WALL 5
RL 28.8 RL 28.6 RL 28.4 RL 28.2 RL 28.0 RL 27.8 RL 27.6 33.529 RL 27.4 RL 27.2 RL 27.0 RL 26.8 RL 26.6 RL 26.4
C8.0 C8.0
1500
1500
DP DP
6552
DAYBED POOL BELOW
STEVENS STREET
RL 29.0
RL 29.2
BOX GUTTER
5.6° 5.0°
500
BOX GUTTER
4600
191°11'55"
11°11'55"
4800
15.088
15.088
5000
1 1
C6.0 C6.0
IL 25.67
FLAT ROOF
IL 25.61
2
SL 26.63
C6.0 S
PROPOSED SOLAR POWER POSITION
DP
2
C6.0
4 DP 4
3250
C7.0 C7.0
2000
1700
PROPOSED
33.529 NEW SEWER
281°11'55" MAN HOLE
1 3 LOCATION
C8.0 C7.0
TE
LOT 696 ON SP279875
8 STEVENS STREET SUNSHINE
BEACH QLD 4567
AREA: 505.9m²
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: SITE PLAN
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C0.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 21
Noosa Council documents
KEY: N - NICHE AREAS:
AW - AWNING WINDOW OV - OVEN LOWER FLOOR: 213m² -
GROUND FLOOR: 159m²
B - BATH P - PANTRY UPPER FLOOR: 148m²
GFA: 520m²
NOOSA COUNCIL
BFD - BI-FOLD DOOR SH - SHOWER
SITE COVER APPROVED PLAN
NORTH
BFW - BI-FOLD WINDOW S - SINK GROUND FLOOR AREA: 210.8m² /
CT - COOK TOP SLD - SLIDING DOOR
505.9m² = 41.6%
UPPER FLOOR AREA: 168.6m² / 505.9m²
MCU18/0001 20 NOV 2018
= 33.3%
CO - COFFEE MACHINE SLW - SLIDING WINDOW
ESTIMATED COSTS
FR - FRIDGE T - TUB 520m² X $4500 = $2,340,000
520m² X $5500 = $2,860,000
FP - FIXED PANEL WINDOW V - VANITY BASIN 520m² X $6000 = $3,120,000
L - LOUVRE WINDOW WC - WATER CLOSET TOTAL EAVE = 79012mm
75% = 59259 1 3
SL - SOLID LOUVRE WINDOW AREA WITH NO EAVE - 17.541m² =78% 6880
C8.0 C7.0
5 101°11'55"
5
C8.0 33.529 C8.0
CLOTHES
2000
2000
PLANTER PLANTER DRYING LINE
ABOVE ABOVE
4.9x0.9
L L L L
SH
FG S
TV
W/M
WC
6552
GYM BATH LAUNDRY DRY GARAGE
4.0x2.8 1.6x3.4 2.1x3.4 6.5x6.5
MEDIA
LINEN
5.9x3.6
V
25475 25665
POOL WINDOW
POOL WINDOW
STEVENS STREET
HALL
RL 29.0
RL 29.2
UP
LINE OF 3 STORYS
9381 STRIP DRAIN
191°11'55"
11°11'55"
UP
15.088
15.088
GAMES
RETAINING WALL
1 5.0x3.8 1
7190
C6.0 C6.0
LINE OF
BUILDING OVER
IL 25.67
STRIP DRAIN
GLASS WALL SLD
STORE DRIVEWAY
POOL WINDOW 6.3x6.4
GLASS WALL
CELLAR IL 25.61
2 FOYER PROPOSAL OF
8536
2.1x1.5 SL 26.63 RELOCATING
C6.0 S
UP 18 SEWER AND
1 17 STORMWATER
2 16
3 15
SAUNA LIFT 2
2.9x1.6 1.5x1.5
LIFT SERVICES DRIVEWAY C6.0
4 4 5 6 7 8 9 10111213 14 4
C7.0 C7.0
DRIVEWAY TO START
2000
CUTTING IN AT THIS POINT
1700
PROPOSED
33.529 NEW SEWER
281°11'55" MAN HOLE
1 3 LOCATION
C8.0 C7.0
TE
LOT 696 ON SP279875
8 STEVENS STREET SUNSHINE
BEACH QLD 4567
AREA: 505.9m²
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: LOWER FLOOR PLAN
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C1.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 22
Noosa Council documents
KEY: N - NICHE AREAS:
AW - AWNING WINDOW OV - OVEN LOWER FLOOR: 213m² -
GROUND FLOOR: 159m²
B - BATH P - PANTRY UPPER FLOOR: 148m² NOOSA COUNCIL
GFA: 520m²
BFD - BI-FOLD DOOR SH - SHOWER
bins?
SITE COVER
APPROVED PLAN
NORTH
GROUND FLOOR AREA: 210.8m² /
BFW - BI-FOLD WINDOW S - SINK
505.9m² = 41.6% MCU18/0001 20 NOV 2018
CT - COOK TOP SLD - SLIDING DOOR UPPER FLOOR AREA: 168.6m² / 505.9m²
= 33.3%
CO - COFFEE MACHINE SLW - SLIDING WINDOW
ESTIMATED COSTS
FR - FRIDGE T - TUB 520m² X $4500 = $2,340,000
520m² X $5500 = $2,860,000 1 3
FP - FIXED PANEL WINDOW V - VANITY BASIN 520m² X $6000 = $3,120,000
C8.0 C7.0
L - LOUVRE WINDOW WC - WATER CLOSET TOTAL EAVE = 79012mm
75% = 59259
SL - SOLID LOUVRE WINDOW AREA WITH NO EAVE - 17.541m² =78%
5 EXISTING BOUNDARY FENCE 101°11'55" EXISTING BOUNDARY FENCE 5
C8.0 33.529 C8.0
1500
1500
1500
GATE
PLANTER
OUTDOOR PLANTER PLANTER
SHOWER
SUN DECK
GATE RECESSED FRAMELESS GLASS POOL FENCE
GATE RECESSED FRAMELESS GLASS POOL FENCE
3.4x2.7 GLASS BALUSTRADE
L L L L 1500
LINE OF CURTAIN RECESS
LINE OF CURTAIN RECESS
GLASS BALUSTRADE
ROBE
3.5 x 1.8
FP
FP
PLANTER
DECK
LIVING 4.3x4.9
SLD
STEPPERS POOL 5.9x4.3
3.0x6.6
DAYBED MAX. DEPTH 1.2m
2.5x2.5
MASTER 1
500 5.9 x 3.7
SLD
STEVENS STREET
RL 29.0
RL 29.2
SLD
F BBQ GLASS
BALUSTRADE
SLD
LINE OF 3 STORYS
6000
191°11'55"
11°11'55"
5300
15.088
15.088
DINING
SH PLANTER PLANTER
6.4x3.7
1 STEPPERS B FG 1
FP
ENSUITE CBD
ART
C6.0 1000 4.6 x 2.3 C6.0
OUTDOOR WC
SHOWER V L IL 25.67
L
SHELF
CSD
CLIMBING PLANTS L L
PIVOT DOOR
PLANTER TAP
HALL IL 25.61
ART
2 ENTRY PENDANTS
2.8x1.9 SL 26.63
GATE
S S
C6.0 ENTRY S
DN UP 18 PROPOSAL OF
FURNITURE 1 17
BY OWNER SEAT KITCHEN L
RELOCATING
2 16
CSD
WC 6.4x3. SEWER AND
3 15 PANTRY 2
PDR LIFT 2 STORMWATER
2.2x1.6
L 1.7x1.6 1.5x1.5 ART
F F CT C6.0
L 4 5 6 7 8 9 10111213 14 L FP
4 4
C7.0 C7.0
DRIVEWAY TO START
CUTTING IN AT THIS POINT
PROPOSED
33.529 NEW SEWER
281°11'55" MAN HOLE
LOCATION
TE
1 3
C8.0 C7.0
LOT 696 ON SP279875
8 STEVENS STREET SUNSHINE
BEACH QLD 4567
AREA: 505.9m²
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: GROUND FLOOR PLAN
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C2.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 23
Noosa Council documents
KEY: N - NICHE AREAS:
AW - AWNING WINDOW OV - OVEN LOWER FLOOR: 213m² -
B - BATH P - PANTRY
GROUND FLOOR: 159m²
UPPER FLOOR: 148m² NOOSA COUNCIL
GFA: 520m²
BFD - BI-FOLD DOOR SH - SHOWER
SITE COVER
APPROVED PLAN
NORTH
BFW - BI-FOLD WINDOW S - SINK GROUND FLOOR AREA: 210.8m² /
505.9m² = 41.6% MCU18/0001 20 NOV 2018
CT - COOK TOP SLD - SLIDING DOOR UPPER FLOOR AREA: 168.6m² / 505.9m²
= 33.3%
CO - COFFEE MACHINE SLW - SLIDING WINDOW
ESTIMATED COSTS
FR - FRIDGE T - TUB 520m² X $4500 = $2,340,000
520m² X $5500 = $2,860,000
FP - FIXED PANEL WINDOW V - VANITY BASIN 520m² X $6000 = $3,120,000
L - LOUVRE WINDOW WC - WATER CLOSET TOTAL EAVE = 79012mm
75% = 59259
1 3
SL - SOLID LOUVRE WINDOW AREA WITH NO EAVE - 17.541m² =78%
C8.0 C7.0
5 101°11'55"
5
C8.0 33.529 C8.0
2000
2000
FEATURE SCREEN
FEATURE SCREEN
L L L L L L L L
BENCH
GLASS BALUSTRADE
BED 2
SLD
5.5x3.3
STUDY
SLD
5.5x4.3
SLD
SLD
6000
TERRACE POOL BELOW TERRACE
L 0.7x7.1 0.7x7.1
L
GLASS BALUSTRADE
GLASS BALUSTRADE
STEVENS STREET
RL 29.0
RL 29.2
ENSUITE WC ROBE
PRIVACY SCREEN FG 2.9x1.3 1.5x1.3 5200
5210 L V
SH CSD
V V
FG L
191°11'55"
11°11'55"
LINE OF 3 STORYS
15.088
15.088
SH
FP
FP
ENSUITE SUNDECK
0.8x10.3
4.4x2.1
ART
1 1
ART
SLD
WC
C6.0 C6.0
GLASS BALUSTRADE
BED 3 L FEATURE VERTICAL COLUMNS L
4.4x3.3
600
IL 25.67
SLD
CSD
SLD
L
31875 IL 25.61
HALL
CSD
2 L 10.4x1.5 SL 26.63
ENSUITE WC ROBE MASTER 2 S
C6.0 FG 2.9x1.3 1.5x1.3 DN 18 ART
4.4x4.1
L V 1 17
SH SEAT
2 16
3 15 ROBE 2
LINEN LIFT 3.5x1.6
4600 SL 1.7x1.5 1.5x1.5
L
C6.0
4 4 SL 5 6 7 8 9 10111213 14 SL L L 4
3250
C7.0 C7.0
1700
PROPOSED
33.529 NEW SEWER
281°11'55" MAN HOLE
1 3 LOCATION
C8.0 C7.0
TE
LOT 696 ON SP279875
8 STEVENS STREET SUNSHINE
BEACH QLD 4567
AREA: 505.9m²
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: UPPER FLOOR PLAN
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C3.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 24
Noosa Council documents
-
8m HEGHT LIMIT
NOOSA COUNCIL
APPROVED PLAN
BOUNDARY
1.5m SETBACK
MCU18/0001 20 NOV 2018
BOUNDARY
UPPER FLOOR UPPER FLOOR
PP/CEILING RL34375 PP/CEILING RL34375
2500
2500
UPPER FLOOR UPPER FLOOR
RL31875 RL31875
600
600
GROUND FLOOR GROUND FLOOR
CEILING RL31275 CEILING RL31275
2800
2800
GROUND FLOOR GROUND FLOOR
NATURAL AND FINSHED GROUND HEIGHT
RL28475 RL28475
West
SCALE: 1 : 100
UPPER FLOOR UPPER FLOOR
BOUNDARY
BOUNDARY
1.5m SETBACK
PP/CEILING RL34375 PP/CEILING RL34375
2500
2500
UPPER FLOOR UPPER FLOOR
RL31875 RL31875
600
600
GROUND FLOOR GROUND FLOOR
CEILING RL31275 CEILING RL31275
2800
2800
GROUND FLOOR GROUND FLOOR
RL28475 RL28475
600
600
2675
LOWER FLOOR LOWER FLOOR
CEILING RL27875 CEILING RL27875
2210
2210
NATURAL AND FINSHED GROUND HEIGHT
GARAGE FLOOR
190
LOWER FLOOR
RL25475 RL25665
East
SCALE: 1 : 100
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: ELEVATIONS
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C4.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 25
Noosa Council documents
BOUNDARY
IT
8m HEIGHT LIM
UPPER FLOOR
BOUNDARY
UPPER FLOOR
PP/CEILING RL34375 PP/CEILING RL34375
2500
5200
UPPER FLOOR UPPER FLOOR
RL31875 RL31875
600
GROUND FLOOR GROUND FLOOR
CEILING RL31275 CEILING RL31275
1500 5
2800
C8.0
GROUND FLOOR GROUND FLOOR
RL28475 RL28475
600
FINISHED GROUND HEIGHT
2465
1000
LOWER FLOOR LOWER FLOOR
CEILING RL27875 HT CEILING RL27875
OUND HEIG
1879
NATURAL GR
2400
GARAGE RL25665 LOWER FLOOR
RL25475
North
SCALE: 1 : 100 -
NOOSA COUNCIL
BOUNDARY
APPROVED PLAN
8m HEIGHT
LIMIT
MCU18/0001 20 NOV 2018
UPPER FLOOR
BOUNDARY
UPPER FLOOR
PP/CEILING RL34375 PP/CEILING RL34375
2500
5200
UPPER FLOOR UPPER FLOOR
RL31875 RL31875
600
GROUND FLOOR 1000 GROUND FLOOR
CEILING RL31275 CEILING RL31275
500
1500
2800
GROUND FLOOR
GROUND FLOOR
RL28475
RL28475
600
LOWER FLOOR LOWER FLOOR
CEILING RL27875 CEILING RL27875
NATURAL AN
D FINSHED GR
OUND HEIG
HT
2400
South
SCALE: 1 : 100
LOWER FLOOR GARAGE RL25665
RL25475
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: ELEVATIONS
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C5.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 26
Noosa Council documents
-
6000 8m HEIG
NOOSA COUNCIL
HT LIMIT
5.6°
APPROVED PLAN
raked ceilin
g
5° MCU18/0001 20 NOV 2018
UPPER FLOOR UPPER FLOOR
FRONT SETBACK
PP/CEILING RL34375 PP/CEILING RL34375
BOUNDARY
2950
2500
2350
BED 2 MASTER 2 ENSUITE
5200
UPPER FLOOR UPPER FLOOR
RL31875
31875 31875 RL31875
600
600
600
1000
GROUND FLOOR GROUND FLOOR
BOUNDARY
CEILING RL31275 CEILING RL31275
500
DINING
2800
2800
2800
1500
ENSUITE ROBE
GROUND FLOOR GROUND FLOOR
RL28475 28475 28475 RL28475
300
300
600
LOWER FLOOR
CEILING RL27875 NATURA LOWER FLOOR
L GROU
ND HEIG 1890 1m FROM NA
H T TURAL GROU CEILING RL27875
POOL ND LEVEL
2415
2700
2700
2210
MEDIA NATURAL GR
OUND HEIGHT
STORE
25665
25475 25475 GARAGE FLOOR
LOWER FLOOR RL25665
RL25475
FINSHED GROUND HEIGHT
Section 1
SCALE: 1 : 100
BOUNDARY
8m HEIG
HT LIMIT
raked ceiling
UPPER FLOOR UPPER FLOOR
PP/CEILING RL34375
FRONT SETBACK
PP/CEILING RL34375
2950
2500
2500
2500
BED 3 ROBE
BOUNDARY
MASTER 2 5200
UPPER FLOOR UPPER FLOOR
RL31875
31875 31875 RL31875
600
600
600
GROUND FLOOR GROUND FLOOR
CEILING RL31275 CEILING RL31275
2800
2800
2800
ENTRY LIFT
PANTRY KITCHEN
STAIRS
GROUND FLOOR
RL28475 28475 28475
GROUND FLOOR
RL28475
600
600
600
LOWER FLOOR LOWER FLOOR
2576
CEILING RL27875 1m FROM NA CEILING RL27875
TURAL GROU
ND LEVEL
NATURAL GR
2210
OUND HEIGH
2400
2400
T
STORE
25665
LOWER FLOOR 25475 GARAGE RL25665
RL25475
FINSHED GROUND HEIGHT
Section 2
SCALE: 1 : 100
CLIENT NAME: Judy & Michael KLOBAS PROJECT NAME: SANDY JAMS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566
dimensions on site prior to commencing works. Site location in accordance with
E: [email protected] engineers details. These drawings are to be read in conjunction with engineers design
DRAWING TITLE: SECTION
P: (07) 54748 107 and details, the accompanying building specification and schedule of finishes. If in doubt, DRAWING DATE:13/11/18 SCALE: 1 : 100 @ A3 DRAWN BY: C.CLOUT
Document Set ID: 20738730
F: (07) 54748 108 BSA LICENCE: 1127508 please request clarification. DO NOT ASSUME.
ISSUE: PRELIMINARY CONCEPT C6.0
Version: 1, Version Date: 22/11/2018 Print Date: 22 November 2018, 12:40 PM
Page 27
WORKING DRAWING NOTES: SHEET LIST
GENERAL NOTES: WALL FRAMING NOTES: ROOF FRAMING NOTES: CONCRETE SETOUT NOTES: WATERPROOFING & WATER RESISTANT MATERIALS NOTES:
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING ALL TIMBER FRAMING IN ACCORDANCE WITH AS1684. INSTALL SARKING OVER BATTENS UNDER ROOF GROUND BENEATH SUBFLOOR IS TO BE GRADED PRIOR TO CONCRETE FOOTINGS TO COMPLY WITH AS3600 & ALL WET AREAS WATERPROOFING IS TO COMPLY WITH SHEET
SERVICES PRIOR TO BEGINNING CONSTRUCTION SHEETING FOR IMPROVED MOISTURE DRAINAGE WITH CONSTRUCTION SUCH THAT THE FGL BELOW THE BUILDING HAVE 20MPa (N20) WITH REINFORCEMENT AS DETAILED AS3740:2010 WATERPROOFING OF WET AREAS WITHIN
IT IS RECOMMENDED THAT TIMBERS USED IN THIS AIRCELL GLARESHIELD INSTALLED BELOW SARKING IS HIGHER THAN ADJACENT FGL SO PONDING DOES NOT & BE MECHANICALLY VIBRATED RESIDENTIAL BUILDINGS (BCA VOL2 P3.8.1.0) NUMBER SHEET NAME ISSUE
SANITARY COMPARTMENTS THAT ARE COMPLETELY PROJECT BE SOURCED FROM RESPONSIBLY MANAGED WITH 40mm AIR GAP FOR OPTIMUM THERMAL OCCUR BELOW THE BUILDING TO NCC VOL 2 P3.1.2.3(c)
ENCLOSED MUST HAVE A DOOR THAT IS READILY FORESTS, TREE PLANTATIONS OR RECYCLED WOOD RESISTANCE. FOR FURTHER INSULATION BUILDER TO COMPLY WITH AS3600 & AS2870 FOR CONCRETE VAPOUR BARRIER IS TO BE INSTALLED UNDER THE ALL WATERPROOFING MATERIALS & SYSTEM COMPONENTS ARE WD0.0 COVER PAGE WORKING DRAWINGS FOR CONSTRUCTION
REMOVABLE FROM THE OUTSIDE BUT THIS IS NOT THROUGH COMPANIES THAT HAVE BEEN CERTIFIED AS INSTALLATION DETAILS REFER TO ENERGY SLAB CONSTRUCTION SLAB ON GROUND CONSTRUCTION. IT IS TO BE 0.2mm TO BE INSTALLED ACCORDING TO MANUFACTURER'S
REQUIRED WHEN THERE IS 1200mm MIN BETWEEN THE COMPLYING WITH FOREST STEWARDSHIP COUNCIL EFFICIENCY DRAWINGS NOMINAL THICKNESS POLYETHYLENE FILM MEDIUM INSTALLATION INSTRUCTIONS & MATERIAL COMPATIBILITY IS TO WD1.0 SITE PLAN WORKING DRAWINGS FOR CONSTRUCTION
DOORWAY & THE WC PAN (NCC VOL2 P3.8.3.3) (FSC) STANDARDS. FOR FURTHER INFORMATION PLEASE THE DRAINAGE AND FLOOR HEIGHT ABOVE THE FINISHED IMPACT RESISTANT (AS2870, S5.3.3.2(c)) BE CHECKED BY THE BUILDER PRIOR TO USE.
REFER TO www.fsc.org (or) www.fscaustralia.org BUILDER TO REFER TO TRUSSED ROOF BRACING GROUND LEVEL SHOULD BE DESIGNED AND CONSTRUCTED WD2.0 LOWER FLOOR WORKING DRAWINGS FOR CONSTRUCTION
SITE DRAINAGE IS TO BE CONSTRUCTED ACCORDING TO NOMINATED BY THE TRUSS MANUFACTURER TO AVOID PONDING AGAINST OR NEAR THE CONCRETE FOOTINGS & SLABS ON GROUND REQUIRE MINIMUM WATERPROOFING SYSTEM IS TO ALLOW FOR CREEP, EXPANSION
AS/NZS3500.3 STORMWATER DRAINAGE OR AS/NZS3500.5 STRESS GRADE JOINT GROUP GENERAL FOOTING WITH THE GROUND AROUND THE BUILDING CONCRETE COVER TO THE OUTER EDGE OF & CONTRACTION OF SUBSTRATE (AS3470:2010 S2.3) WD3.0 GROUND FLOOR WORKING DRAWINGS FOR CONSTRUCTION
DOMESTIC INSTALLATIONS S5 (NCC VOL2 P3.1.2.0) MGP 10/F5 JD5 (PINE WITH PITH-IN) ROOF TRUSSES TO BE DESIGNED & INSTALLED IN PERIMETER, INCLUDING THE UPHILL SIDE OF CUT AND FILL REINFORCEMENT:
MGP 12/F8 JD4 (PINE NO PITH-IN) SPECIFIED ACCORDANCE WITH AS4440:2004 INSTALLATION OF SITES MUST BE SLOPED AWAY FROM THE BUILDING AT 50mm * 40mm TO UNPROTECTED GROUND NOMINAL MINIMUM FIXINGS: WD4.0 UPPER FLOOR WORKING DRAWINGS FOR CONSTRUCTION
WORKERS ARE TO DETERMINE SAFE MANUAL & MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED NAILPLATED TIMBER ROOF TRUSSES MINIMUM IN 1000mm (AS1870 S5.2.1) * 30mm TO A MEMBRANE IN CONTACT WITH THE
MECHANICAL HANDLING , LIFTING & INSTALLATION OF ITEMS LGL ENGINEERED WOOD PRODUCTS ARE GROUND UNLESS SPECIFIED OTHERWISE, USE NOMINAL FIXINGS: WD5.0 ELEVATIONS WORKING DRAWINGS FOR CONSTRUCTION
ARCHITECTURAL FIXTURES & COMPONENTS WHILE DESIGNED WITH CAMBER & THE BUILDER IS TO ENSURE STRESS GRADE JOINT GROUP GENERAL TERMITE RISK MANAGEMENT IS TO BE INSTALLED TO * 20mm TO AN INTERNAL SURFACE (AS1684.3, S9.5 & T9.4)
FOLLOWING WHS INSTRUCTIONS ON MANUFACTURER'S BEAMS ARE INSTALLED RIGHT WAY UP. CURVED MGP 10/F5 JD5 (PINE WITH PITH-IN) ENSURE CLASS 1 & 10 BUILDINGS TO HAVE 50 YEAR DESIGN * 40mm TO AN EXTERNAL SURFACE (NCC VOL 2 P3.2.3.3) * 3.05Ømm MIN FOR HARDWOOD & CYPRESS FRAMING WD5.1 ELEVATIONS WORKING DRAWINGS FOR CONSTRUCTION
DOCUMENTATION BUILDING WHS REPORT TO BE STORED MEMBERS ARE TO BE INSTALLED ACCORDING TO THE MGP 12/F8 JD4 (PINE NO PITH-IN) LIFE BY COMPLIANCE WITH AS3660.1 TERMITE MANAGEMENT * 3.33Ømm MIN FOR SOFTWOOD FRAMING
IN LINEN CP FOR EASY ACCESS DESIGN DRAWINGS MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED - NEW WORK (NCC VOL2 P3.1.3.0) METHOD OF TERMITE RISK * PLASTIC POLYMER (GLUE) COATED 0R ANNULAR OR HELICAL WD6.0 SECTION WORKING DRAWINGS FOR CONSTRUCTION
ITEMS LGL ENGINEERED WOOD PRODUCTS ARE MANAGEMENT IS TO BE PROVIDED WITH AT LEAST 2 DEFORMED SHANK NAILS MACHINE DRIVEN NAILS:
TIMBER FLOORS TO MEET THE REQUIREMENTS OF THE BUILDER SHOULD PROVIDE TEMPORARY BRACING DESIGNED WITH CAMBER & THE BUILDER IS TO DURABLE PERMANENT NOTICES IN KITCHEN CUPBOARD & USE HOT DIPPED GALVANISED, STAINLESS STEEL OR MONEL METAL WD6.1 SECTION WORKING DRAWINGS FOR CONSTRUCTION
AS4786.2:2005 TIMBER FLOORING - SANDING & FINISHING TO SUPPORT WIND & CONSTRUCTION LOADS DURING ENSURE BEAMS ARE INSTALLED RIGHT WAY UP & TO MSB (NCC VOL2, P3.1.3.2) NAILS IN DAMP OR WEATHER EXPOSED JOINTS
CONSTRUCTION. THIS MAY BE PART OF THE PERMANENT MANUFACTURER'S SPECIFICATIONS KEEP * WHEN NOT SPECIFIED IN FOLLOWING TABLE, NAIL LENGTH WD7.0 POOL PLAN WORKING DRAWINGS FOR CONSTRUCTION
DAMP PROOF COURSES & FLASHINGS ARE TO COMPLY BRACING & MUST BE EQUAL TO 60% MINIMUM OF UNSEASONED TIMBER MEMBERS SEPARATED FROM VISUAL INSPECTION CLEARANCES FOR TERMITE IS TO BE 10 x NAILØ WHEN DRIVEN INTO SIDE GRAIN
WITH AS/NZS2905:1995 PROPOSED SEASONED TIMBER MEMBERS TO PREVENT MANAGEMENT ARE TO BE APPLIED TO THE BUILDING FABRIC * WHEN NOT SPECIFIED IN TABLE NEXT, NAIL LENGTH IS WD8.0 WINDOWS, DOORS, GATES & SCREENS WORKING DRAWINGS FOR CONSTRUCTION
PERMANENT BRACING (AS1684.3, S8.2) DIFFERENCES IN SHRINKAGE & TOLERANCES TO BE 15 x NAILØ WHEN DRIVEN INTO END GRAIN
AS4662 CERAMIC TILES - DEFINITIONS, CLASSIFICATION, (AS1684.3 S1.13) WHERE THE SLAB EDGE HAS <75mm ESPOSURE, A SUITABLE * MINIMUM 2 NAILS PER JOINT UNO WD8.1 WINDOWS, DOORS, GATES & SCREENS WORKING DRAWINGS FOR CONSTRUCTION
CHARACTERISTICS & MARKING REQUIRE CERAMIC TILES RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF TERMITE PERIMETER BARRIER SHOULD BE INSTALLED HAND DRIVEN NAILS:
OF THE BEST COMMERCIAL QUALITY (FIRST QUALITY), TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) RECOMMENDED 12% AVERAGE MOISTURE CONTENT (AS3660.1:2000, S.4.4) * 3.15Ømm MIN FOR HARDWOOD & CYPRESS WD9.0 EXTERNAL DETAILS WORKING DRAWINGS FOR CONSTRUCTION
CERAMIC FLOOR TILES SHALL BE TESTED TO BUILDER IS TO COMPLY WITH GECA32-2007 RECYCLED & OF TIMBER MEMBERS AT INSTALLATION (AS1884.3, * 3.75Ømm MIN FOR SOFTWOOD & LOWER DENSITY TIMBERS
AS/NZS4586 TO MEET AUSTRALIAN STANDARDS FOR THE RECLAIMED TIMBER STANDARD &/ INTERIM INDUSTRY T.E1) LGL ROOF TRUSSES ENGINEERED TO AS1720.1 THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING WD9.1 INTERNAL DETAILS WORKING DRAWINGS FOR CONSTRUCTION
FIRST QUALITY CERAMIC TILES STANDARD RECYCLED TIMBER VISUALLY STRESS (AS1684.3 S1.12) SERVICES PRIOR TO BEGINNING CONSTRUCTION HANDRAIL & BALUSTRADE NOTES
GRADED RECYCLED TIMBER FOR STRUCTURAL CONCRETE IS TO COMPLY WITH AS3600 & HAVE A 25MPa WD10.0 LIGHTING PLAN WORKING DRAWINGS FOR CONSTRUCTION
PROVIDE INSECT SCREENS TO ALL WINDOWS BUT NOT PURPOSES TO ENSURE ANY RECYCLED TIMBER IS FIT (N25 GRADE) STRENGTH AT 28 DAYS, 20mm NOMINAL HANDRAILS, BALUSTRADES & ALL STAIR
EXTERNAL DOORS FOR PURPOSE AGGREGATE SIZE & 100mm SLUMP (UNO) & SL72 MESH & BE MEMBERS & CONNECTIONS TO MEET WD10.1 LIGHTING PLAN WORKING DRAWINGS FOR CONSTRUCTION
MECHANICALLY VIBRATED AS1170.1
TOTAL INTERNAL FLOOR AREA INCLUDES ALL INTERNAL WD11.0 POWER PLAN WORKING DRAWINGS FOR CONSTRUCTION
& EXTERNAL WALLS
WD11.1 POWER PLAN WORKING DRAWINGS FOR CONSTRUCTION
WD12.0 RCP WORKING DRAWINGS FOR CONSTRUCTION
WD13.0 EXTERNAL COLOURS WORKING DRAWINGS FOR CONSTRUCTION
WD14.0 LOWER FLOOR SETOUT WORKING DRAWINGS FOR CONSTRUCTION
WD14.1 GROUND FLOOR SETOUT WORKING DRAWINGS FOR CONSTRUCTION
WD14.2 UPPER FLOOR SETOUT WORKING DRAWINGS FOR CONSTRUCTION
WD15.0 INTERNAL WALL FINISHES PLAN WORKING DRAWINGS FOR CONSTRUCTION
CLIENT: Judy & Michael KLOBAS PROJECT: PIPIS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: COVER PAGE
P: (07) 54748 107 be read in conjunction with engineers design and details, the
DATE: 08/08/19 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
accompanying building specification and schedule of finishes. If in
doubt, please request clarification. DO NOT ASSUME. ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD0.0
Page 28
KEY: AREAS:
A/C AIR CONDITIONING RWO RAIN WATER OUTLET LOWER FLOOR: 212m²
GROUND FLOOR: 162m²
CSD CAVITY SLIDING DOOR SJD SEE JOINERY DRAWINGS UPPER FLOOR: 149m²
GFA: 523m²
CRS COLORBOND ROOF SHEETING SDD SEE WORKING DRAWINGS DETAIL
SITE COVER
D DOOR SHW SHOWER GROUND FLOOR AREA: 229.66m² /
505.9m² = 45.39%
DH DOUBLE HUNG S SINK UPPER FLOOR AREA: 168.6m² /
SD 505.9m² = 33.3%
DN DOWN SMOKE DETECTOR
DP DOWN PIPE SP SPITTER
. FALL DIRECTION SW STORM WATER
FD FEATURE DOOR SD SURFACE SLIDING DOOR
FR FLAT ROOF TD THERMAL DETECTOR
FG FLOOR GULLY N NICHE
FP FIXED PANEL TCR TO COUNCILS REQUIREMENTS
F FRIDGE TED TO ENGINEERS DETAIL
GD GLASS DOOR TFD TO FUTURE DETAIL
NORTH
HT HOSE TAP TRM TRIMDEK ROOF SHEETS
HW HOT WATER T TUB
L LOUVRE UP UP
OV OVEN V VANITY
P PANTRY W/M WASHING MACHINE
PD PLUMBING DUCT WC WATER CLOSET
RH RAIN HEAD W WINDOW
4 5
WD6.1 WD6.1
101°11'55" EXISTING WALL
RL 28.8 RL 28.6 RL 28.4 RL 28.2 RL 28.0 RL 27.8 RL 27.6 33.529 RL 27.4 RL 27.2 RL 27.0 RL 26.8 RL 26.6 RL 26.4
BINS
POOL RH
HW SERVICES HW
AWNING BELOW
DP
6552
DECK
BELOW
AWNING
1 BELOW 1
WD6.0 WD6.0
POOL BELOW
TRM TRM
STEVENS STREET
RL 29.0
RL 29.2
BOX GUTTER
5.0° 5.0°
BOX GUTTER
191°11'55"
11°11'55"
15.088
15.088
2 2
WD6.0 WD6.0
IL 25.67
TRM
2.0°
IL 25.61
SL 26.63
S
PROPOSED SOLAR POWER POSITION
DP
3 3
RH/DP
WD6.1 BOX GUTTER WD6.1
3350
2210
2000
PROPOSED
33.529 NEW SEWER
281°11'55" MAN HOLE
4 5 LOCATION
WD6.1 WD6.1
TE
LOT 696 ON SP279875
8 STEVENS STREET SUNSHINE
BEACH QLD 4567
AREA: 505.9m²
CLIENT: Judy & Michael KLOBAS PROJECT: PIPIS
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: SITE PLAN
P: (07) 54748 107 be read in conjunction with engineers design and details, the
DATE: 08/08/19 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
accompanying building specification and schedule of finishes. If in
doubt, please request clarification. DO NOT ASSUME. ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD1.0
The text continues on page 29.
Used in these records
Noosa Council Amendment Request MCU18-0001.01.pdfRelated documentApplication case desk ↗
About this file
- File size
- 12.1 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.