Council archive · source document
Proposal Plans · MCU22/0016.01
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
TERMITE PROTECTION TANKING OF HABITABLE AREAS ENERGY EFFICIENCY STORMWATER SURFACE WATER DRAINAGE
REQUIREMENT
The building shall be protected from subterranean termites by
approved physical and/ or chemical barriers in accordance with All steps in floors where retaining walls have been installed or Roof & surface stormwater to be disposed of in accordance with The ground beneath suspended floors must be graded so that the
AS3660.1. where retaining walls are used as external walls of habitable local authority requirements, in conjunction with approved civil area beneath the building is above the adjacent external finished
rooms are to be waterproofed by an approved tanking system and ALL walls, floors, ceiling/ roofs to be insulated as per engineers drawings. ground level and surface water is prevented from ponding under
The precise method of protection shall be determined by the installed by an accredited installer. External areas to BCA 3.8.1.5 Private Certifier's nominated minimum requirements as per the building. Refer figure 3.1.2.3 of the current BCA Housing
owner/ s and/or builder only after consultation with a licensed pest
control operator.
A.S.4654.1 and 4654.2
The approved system is to be certified for compliance upon
completion.
the B.C.A. Deemed to Satisfy or site specific energy efficiency
requirements EXCAVATIONS
Provisions.
The external finished ground level surrounding the building must
DRAWING INDEX
This information then shall be advised to the Local Government or All external doors and windows to be fitted with a seal to restrict air be graded to a slope not less than 50mm over the first 1.0m from 100 SITE PLANS
Licensed Certifier prior to, or at the time of lodgement of the Sheet Piling to be designed and certified by RPEQ so as to the building in accordance with Figure 3.1.2.2 of the current BCA
infiltration WD.101 COVER SHEET
Building Permit Application. WATER PROOFING WET AREAS Hot water systems shall be fitted with a heat trap within one metre
support likely imposed loads and not cause or allow damage to
adjacent building works or land. All boundary works, including
Housing Provisions. WD.102
WD.103
SITE SURVEY PLAN
NATURAL SURFACE CONTOURS
Thereafter, the owners shall ensure that any physical barriers are temp. works not to encroach over boundary. The finished ground level is to be a minimum of 150mm below WD.104 GFA AND SITE COVER
Waterproofing of wet areas to comply with the current AS 3740. A of the outlet of the heater and before the first branch.
kept clear of garden beds and/ or soil build up, that any chemical ground floor level. 150 COUNCIL PLANNING
barriers remain undisturbed and that annual inspections (plus certificate including bathrooms, WC and laundry from an approved Builder to make allowance to prop, shore and retain the sides of all
All exhaust fans to conditioned spaces to be fitted with a self WD.151 PLANNING ENVELOPE
eradication as necessary ) are carried out thoughout the life of the waterproofing applicator will be required before a final certificate excavations required for building construction. The builder shall Refer Engineering Operational Works/ Ciivl Design drawings.
can be issued. closing damper. satisfy himself as to employ prior to commencing 'any' excavation. 200 FLOOR PLANS
building by a licensed pest control operator in accordance with
AS3660.1. Any slippage or damage caused as a result of excavation shall be WD.201 SUBFLOOR PLAN
SUB-FLOOR VENTILATION
WD.202 LOWER LEVEL PLAN
SEWERAGE
made good by builder. Adequate retention methods are the full
On the completion of the building prior to the final inspection by the WATER SUPPLY responsibility of the builder.
WD.203
WD.204
WD.205
MAIN LEVEL PLAN
UPPER LEVEL PLAN
ROOF PLAN
licensed Building Certifier, a licensed Pest Controller is to inspect WD.206 LOWER DIMENSIONS
Connection of house drains to sewer main to be carried out in Note: The sub-floor space beneath the suspended floor of a
STAIR SLIP-RESISTANCE
and confirm that the termite system installed has not been bridged Water Supply: Connect to tank supply and local authority WD.207 MAIN LVL DIMENSIONS
or breached and the required visual barrier has been maintained. accordance with local authority requirements. building must be designed and constructed in accordance with WD.208 UPPER & ROOF DIMS
requirements If mains water pressure exceeds or could exceed Part 3.4.1.2 of the current BCA Housing Provisions.
500kPa, a water pressure limiting device shall be installed to 300 REFLECTED CEILING PLANS
ensure that the maximum operating pressure at any outlet within Connect to onsite sewable system in accordance with engineers Treads must have a slip-resistant finish or a suitable non-skid strip
BUILDING WORKS SETOUT specification. WD.301 REFLECTED CEILING PLANS
the boundaries of the property does not exceed 500 kPa. near the edge of the nosings as per BCA 3.9.1.3. and AS4586.
The treads must have a slip resistance of P3 (internal) for dry WINDOWS WD.302 REFLECTED CEILING PLANS
Building Works to be setout by Licensed Cadastral Surveyor. GENERAL NOTES DEVELOPMENT APPROVAL
conditions (not normally wet or likely to be made wet other than by
400 ELECTRICAL PLANS
WD.401 ELEC./ LIGHTING - LOWER LEVEL
Identification and height verification survey to be carried out once an accidental spill), and P4 (external) for wet conditions (including All windows to bedrooms where the floor is either 2.0m or more WD.402 ELEC./ LIGHTING - MAIN LEVEL
fascia/gutter and ridge to roof has been erected to confirm no Toilet doors are to open outwards or be fitted with lift off hinges in areas exposed to weather). Slip compliance certificate must be above the surface below and the windows are less than 1.70m WD.403 ELEC./ LIGHTING - UPPER LEVEL
works encroach boundaries and the building has been constructed accordance with part 3.8.3.3 of BCA Housing Provisions. This project is has a current development approval in the Noosa submitted to certifier. above the floor, protection to the bedroom windows is required. 500 ELEVATIONS
in accordance with approved plans and height does not exceed Regional Council, application number MCU22/0016. These Refer to BA conditions for options. This will require either
WD.501 NORTH ELEVATION
local height restrictions elsewhere or as extended by site specific All glazing in buildings to comply with the requirements of part 3.6 drawings should be read in conjunction with this approval, and its Breezeway strong hold louvre system or security screens to WD.502 SOUTH ELEVATION
planning approval of the current BCA Housing Provision and AS1288. A glazing conditions. windows for fall protection. WD.503 WEST AND EAST ELEVATION
certificate from the manufacturer for compliance with AS1288 must 600 SECTIONS
be provided on completion. WD.601 SECTIONS A & C
SMOKE ALARMS Site silt and sediment control plan, refer engineers approved Op
WD.602
WD.603
SECTION B & D
SECTION E
WD.604 SECTION F
Works drawings WD.605 SECTIONS G & H
SMOKE ALARMS IN THE DWELLING MUST:
• Be photoelectric (AS3786-2014); and 700 DETAILS
All Balustrading to Decks shall be engineer certified.
• Not also contain an ionisation sensor; and WD.701 DETAILS
• Be hardwired to the mains power supply with a back up battery: WD.702 MILLBOARD DECKING
Builder to allow for disposal from site all waste materials during WD.703 DETAILS
and demolition and construction period. WD.704 DETAILS
• Be interconnected with every other smoke alarm in the dwelling WD.705 DETAILS
so all activate together WD.706 ABODO CLADDING
Smoke alarms must comply with AS 3786 and be photoelectric WD.707 INTERNAL STAIRS
& inter connected to the consumer mains power. Smoke alarms WD.708 DETAILS
SMOKE ALARMS MUST BE INSTALLED ON EACH STOREY must be located in accordance with part 3.7.5 of the building code
• In each bedroom; and 800 JOINERY
of Australia & building regulation part 3&4.
• In hallways which connect bedrooms and the rest of the WD.801 JOINERY- SCHEDULE
dwelling; or WD.802 LOWER JOINERY - CRAFT & LINEN
Corrosion protection required. Level of protection to comply with WD.803 LOWER JOINERY -POOL LIV./BATH
• If there is no hallway, between the bedrooms & other parts of 'building works more than 400m but less than 1000m from WD.804 LOWER JOINERY - ZAC'S ROOM
the storey breaking surf.
WD.805 LOWER JOINERY- ABBY'S ROOM
WD.806 MAIN JOINERY-LDY./BTH/STUDY
WD.807 MAIN JOINERY-LIVING/FOYER
Where practical smoke alarms must be placed on the ceiling. Condensation management - pliable building membranes must WD.808 MAIN JOINERY - KITCHEN
Smoke alarms must not be placed: comply with the new AS/NZS 4200 parts 1 & AS 4200 part 2,
WD.809 MAIN JOINERY - PANTRY
• Within 300mm of the corner of a ceiling and a wall WD.810 UPPER JOIN.-ENS/WIR/STUDY
fixings at 150mm centres, and when used as a water control
• Within 300mm of a light fitting measure penetrations to be sealed with pressure sensitive & heat 900 SCHEDULES
• Within 400mm of an air-conditioning vent and Moisture resistant tape, along with a new cutting / trim pattern WD.901 WEST ELEVATION FINISHES
• Within 400mm of blades of a ceiling fan to window openings. WD.902 SOUTH EXTERNAL FINISHES
WD.903 EAST EXTERNAL FINISHES
WD.904 NORTH EXTERNAL FINISHES
WD.905 LOWER LEVEL TILE EXTENTS PLAN
DRIVEWAY & CROSSOVER
Parapet flashing to be min 50mm turn down and sarked to NCC
2019 WD.906 MAIN/ UPPER LEVEL TILE EXTENTS PLAN
WD.907 INTERNAL STONE EXTENTS PLAN
WD.908 EXTERNAL STONE EXTENTS PLAN
Road to driveway crossover must be installed by the builder in Exhaust fans - bathrooms & WC’s ventilated at 25 l/s, Laundries WD.909 DOOR SCHEDULE
and kitchens at 40 l/s where an exhaust system is installed or WD.910 WINDOW SCHEDULE
accordance with local council regulations (Noosa Council), refer WD.911 WINDOW SCHEDULE
Westera Civil Operational Works drawings. required to be installed. Discharged to the outside by way of WD.912 SCHEDULES 1 OF 2
ducting WD.913 SCHEDULES 2 OF 2
ENGAGED CONSULTANTS Roof space venting is required at rate of 1/150 [0.00666] for roof
less than 22º pitch and 1/300 [0.00333] where more than 22º pitch. BA/C1 For Buliding Approval & construction
issue issue / amendment
Town Planner: Adapt Town Planning (Liam Pinese) Aboriginal Cultural Heritage Act 2003 22.02.23 LF AB JH
There may be a requirement to establish a Cultural Heritage
PROPOSED NEW RESIDENCE
issue date drawn by
Geotechnical engineer: Westera (Jared Hill) Management Plan and/or obtain approvals pursuant to the client
Aboriginal Cultural Heritage Act 2003 (ACH Act). Ingrid & Nick Hutton
Hydraulic engineer: MRP 24 PLOVER STREET project
The ACH Act establishes a cultural heritage duty of care which Hutton Plover St
Landscape designer: TBA provides that: “A person who carries out an activity must take all PEREGIAN BEACH location
reasonable and practicable measures to ensure the activity does 24 Plover St Peregian Beach
Private Certifier: Core Building Certification not harm Aboriginal cultural heritage”. It is an offence to fail to
comply with the duty of care. Substantial monetary penalties may COVER SHEET
Structural engineer: Westera (Michael Green) apply to individuals or corporations breaching this duty of care. Aboda Lee Foster • director Scott Falconer • director
Cadastral Surveyor: AXIS Surveys
Injunctions may also be issued by the Land and Resources
Tribunal, and the Minister administering the ACH Act can also BOUNDARY FENCES & BUSHFIRE ATTACK LEVEL Design p - 0424 620 247
Group e - [email protected]
the aboda design group trust
p - 0431 267 157
e - [email protected]
Level 2 1794 David Low Way Coolum Beach,
LANDSCAPING
issue stop orders for an activity that is harming or is likely to harm ABN 56 266 884 746
t/a aboda design group
Q. 4573. PO box 2449 Noosa Heads Q 4567
• BSA License -150580097 • www.aboda.com.au
Aboriginal cultural heritage or the cultural heritage value of This site lies within a bushfire attack overlay BAL19. Refer
• This drawing is to be read in conjunction with engineers drawings & reports • Construction
Aboriginal cultural heritage. 'Bushfire Attack Level Assessment' as supplied for this site by a to comply with all relevant SAA & NCC Codes & standard Bldg By-law 1975 & as amended •
Copyright for design & drawings remain the property of the authors • Verify all dimensions on
Are not to exceed 2m above Natural Ground Levels (refer survey) qualified person. site prior to commencement of any works • These drawings are not to be used for scaling.
You should contact the Cultural Heritage Unit on 07 3247 6212 to at any point on the property boundary, unless otherwise relaxed in Also refer AS 3959-2009, Section 5, "Construction for Bushfire
discuss any obligations under the ACH Act. Attack Level" for construction details. scale as shown @ A3 issue
the relevant Development Approval associated with this project.
drawing no.
Structural landscape components should remain less than 1m
BA/
REAL PROPERTY DESC.
Lot 5 on P9313
above Natural Ground Levels.
WD.101 C1
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Section 2
{/ SURVEY LOCATION Contour & Feature Survey |
The red dashed lines on this Plan represent an
approximation of the boundary positions for this site and
may not be located in its true position in relation to the
Levels and Features shown here on. Additional Survey logs
SEE _ work is required to position the boundary and the NY
Features in their correct relation to each other. Please )| BUSHLAND ).
NOTE contact Axis Surveys for additional advice before relying
L on the boundary position on this Plan for design purposes.
(- SETOUT EXTRA FEES ALERT (Designer/Builder Etc.) 9 Found.753 136 Gat eet Retaining Wall No mx
36 Gate 75
This Contour and Feature Survey as prepared by Axis Surveys does not 790 Oo eo Nae —~eFound Ss U RV EW Ss
address the location of boundaries. Because of the age of the subject plan / wWiGhs ver Mit? 15.088 “Hex mal
and / or missing boundary pegs, Axis Surveys will require additional fees for ——— mass Not Located % ra ~ Unit 5/23 Overlord Place, ACACIA RIDGE, Qld, 4110
extra control work to enable us to setout any proposed building work. Please Approximate House S Ph (07) 3363 8100 www.axissurveys.com.au
contact this office for further advice. Connection Plotted — . ys.com,
i. From Statutory or 1.0
Supplied Records Lax
Sewerage Note Approx. Invert Level 7.08m @ Ba : LOT 5 on P9313
Sewer manhole/s not located Approx. 84m deep 5 4 ~ y7 Pproxi
NOTE must be found on site Be g et | Mate Sewer {in #24 Plover Street
prior to construction ox. 5 Approximate House e Location (Se .
geal Approximate House © note) Suburb Peregian Beach
este 86 Sippiod Recde ;
3 : ppl
2 ee, poten” rvert revel 732m Local Auth Sunshine Coast Reg.Council
oO ¢ rox. .65m dee}
5 x P , Area = 506m?
i
F| Client:
g Floor Level
Patio io jo.78__ RL 1073
—
Deck _ Floor Level
RL 14.34
Floor Level
RL 11.73
Reitsma & Associates
90°0'
Order No:
NOTES TO BE READ BEFORE USING THIS PLAN
This Plan has limitations regarding its use for
some applications. Please contact this office if
there is any doubt about the suitability of this
plan for the intended use. These notes form part of
this plan and they must remain with the plan or
any copies. The limitations of this plan are detailed
Existing in the link below, with the main ones being:-
Highset 1, This plan has been prepared for our client &
House should not be used by others without approval.
2, The boundaries shown have been sourced
from the subject survey plan or as noted, and
T koe __. have not been checked.
It
Existing
Highset
House
Roof Peak Exis ing
IRL 19.05 Highset
S" House
\ Gutterline
Timber Fence
eS 2 Floor Level
— so)
a RL R97 w
11.98"" 11.95 J
14278 12.58
Existing Concrete
Block Ret.Wa
NB 3, Distances from features to the shown
Tree Legend = boundaries should not be used or relied upon.
8 \ 4, If positional accuracy is critical a boundary
2 \ identification survey may be required.
D 5, The certificate of title has not been searched
2 | and should be checked for any encumbrances.
rr @=Trunk Dia - \) 6, The contours may not represent the local
ree Height i authority's definition of “Ground Level”
SeTree cf 7. A flood search has not been carried out.
prea Check with local council for min. and max.
(Total Canopy) a | we St construction heights.
< gs
—T7* 6 2 ol 8. Non visible services (if shown), have been
Gate 0: plotted from the relevant authority's records
TREE SCHEDULE 5 > 2 pal or from other sources and may not be
— To BHO 3HO ———_ g Bx accurate. Services should be exposed
No. | Name | T'@' | Spr '@ H! ‘a + 2 3 before design or construction commences.
1 TREE | 030m | 3.0m | 5.0m Power Pole 5 9, The north point has been taken from the survey
2 | Tree | 020m | 20m | 40m Sewer M/H 2 plan and may not be suitable for all uses.
3 | Tree | 030m] 4.0m | 50m Not Located 5 SEW + A : . . Refer to this link for more information
5 Pproximate Sewer Line Location (See note) www.axissurveys.com.au/alertsanddisclaimers/
4 TREE | 030m | 5.0m | 5.0m 5
Issue Date Amendment By
: met oe m 50 m so m 8 TBM Spike in Bitumen A 23/03/21 _| Original Tssue GEOL
50m Om Om =
AHD RL/ m 13.461
7 TREE | 040m | 6.0m | 7.0m | a4 / _ £
8 | tree | 020m[ 30m | 50m — 3 E
FE
9 TREE 030m | 3.0m | 7.0m Plover Street oy Ts
10 | TREE | 0.20m | 20m | 4.0m Site No: 2101583 Scale:
11 | TREE | 030m | 5.0m | 6.0m Order No: x427758| 12200
12 | TREE | 040m | 3.0m | 5.0m seve! Datum: sic PAGE
13, | TREE | 040m | 3.0m | 5.0m Date: me 18/03/21| 1_ OF 1
Section 3
Notes
‘These notes are an integral part of this plan/data.
Reproduction of this plan or any
these nates being included in ful
information shown on such reproduction invalid and
not suitable for use.
Disclaimers
This plan has been prepared by Axis Surveys for our
client for the purposes of designing structures above
or below the Local Authorities definition of a surface
relevant to their current requirements.
This plan should only be used for the purpose for
which it was prepared and is for the sole purpose and
use of our client. Axis Surveys therefore will not be
liable for any claims or damages whatsoever resulting
oF arising from the use of, or reliance on, by a third
Party of information taken fram this plan.
‘The electronic copy of this data is the property of Axis
Surveys and is not to be altered, transferred or
reproduced by any means.
Approved hardcopy of this plan takes precedence
over this electronic copy,
itis the property owner's respon: to determine
to encumbrances) will prevent or limit development
prior to commencement of any works on site.
Reference Material
‘This plan is to be read in conjunction with the Axis
Surveys Client Agreement and Conditions of
Engagement for Surveying Services, and/ar Axis
‘Surveys Work Authority Form and/or Building Plans.
provided to Axis Surveys for this purpose.
Plan Expiration
This plan expires at the date that information on
which this plan relies has been modified in any
material way. Please seek clarification from Axis
Surveys if in doubt as to the currency of this plan.
Copyright
Copyright © 2008-2013 Axis Surveys.
All rights reserved, This drawing may not be
reproduced or transmitted in any form or by any
means in whole or in part, without the prior written
permission of Axis Surveys,
NORTH POINT WARNING
The north point shown relates ta the subject survey plan.
‘The user should ensure this is suitable for their purpose ,
( enpvev tarazInna?
SURVEY LOCATION
This ground tevel plan, as prepared by Axis Surveys,
does not guarantee the surveyed position of features
in relation to the boundaries, as no boundary marks
were iocated or sited
ee
90°0"
The level of the surface of the land adopted
for this "Ground / Prescribed Level" plan is based on:
Works Detail Plan-No.
e) The Axis Surveys Contour & Feature Survey
(Job: 2101583 X427758 Issue A dated 23/03/21)
182°13'20"
A
~ ASOBB
ee ——~—— _9.0
bp
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8 ee
3 eet
eo
a Leo
aa
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a a
aa “7
La--7 a a
Le
ae “
ae “7
van ° “7
a
wo a
a
a“
a
a“
a
2
-— Oo a
ao
Le 3.088
TBM Spike in Bitumen
RL 13.461m AHD D
Plover Street
GROUND/PRESCRIBED LEVEL PLAN ©
4
La sci s
SURVEYS
Unit 5/23 Overlord Place, ACACIA RIDGE, Qld, 4110
Ph (07) 3363 8100 www.axissurveys.com.au
LOT 5° on P9313
#24 Plover Street
Suburb Peregian Beach
Local Auth Sunshine Coast Reg. Council
Reistma & Associates
Builder's Client:
Issue Date Amendment By
A 9/4/21 _| Original Issue RR
Job No. 2101583
Order No. X427758
Client Order No.
Height Datum | AHD
Height Origin | GNSS
270°0"
33,561
pot Tat
PAGE
Miu) 1 4 47" 2 OF 2
Scale 1:200 - Lengths in Metres SCALE 1:200 at A3
Section 4
13.00
12.00
10.0
11.50
10.2
12
11.00
10.75
12.25
11.75
11.25
10.50
12.
9.75
9.50
.75
90°0'
50
0
5
33.561
1.5m SIDE SETBACK
2m SIDE SETBACK
COUNCIL DA CONDTIONS
Landscaping
2°13'20"
15.088
8.
00 7. A minimum of 20% of the site must be retained
as soft landscaping.
8. A minimum 5 metre wide plantings must be
provided for the full length of the reserve/
182°13'20"
seaward boundary (exclusive of where the
15.088
SITE COVER THIS LEVEL PROPOSED pool and stairs encroach within this area). The
garden must consist of a mix of native shrubs
193.17 m2 RESIDENCE and ground covers that have fire resistance
6m FRONT SETBACK
and in accordance with Planning Scheme
Lot 5 on P9313 Policy PSP 2 – Landscaping.
EXISTING 9. Existing trees on the site must be retained,
except where required to be removed to
12
.75 POOL accommodate the approved dwelling.
12
10. Existing vegetation in the road reserve must
.75
be retained (exclusive of access driveway),
2m SIDE SETBACK unless written authorisation from Council is
1.5m SIDE SETBACK granted for the clearing.
11. The paperbark located in the road reserve may
LOWER LEVEL GFA 33.561
be removed to facilitate new access. Replace
with 2 x 45L trees in the road reserve adjacent
to the front boundary of the property with an
9.5
9.2
11.25
9.7
SCALE 1:200 @ A3
10.75
10.50
8.25
9.0
8.75
11.50
11.75
8.50
270°0'
10.25
11.
appropriate species in accordance with
0
5
5
0
0 0
Planning Scheme Policy PSP 2 – Landscaping
that is compatible with the height of
SITE PLAN
Site Access and Driveways Stormwater Drainage powerlines.
12. Trees to be retained must be protected from
19. One sealed access driveway must be provided from Plover Street to all 20. The site must be provided with a stormwater clearing or construction activities by:
SCALE 1:200 @ A3 parking and manoeuvring areas of the development. The driveway must be
constructed in accordance with an Operational Works approval and Council’s
drainage system connecting to a lawful point of
discharge. The works must be undertaken
a. clearly marking vegetation to be retained
with flagging tape
Standard Drawing RS-049 and RS-050 and any associated addendum. generally in accordance with the Stormwater b. installing protective fencing around the drip
Where existing access occurs and is repositioned, the existing access must Management Report - reference S22-040 and line of the vegetation
be reinstated as grass and street trees as required by Condition 11 of this drawing number S22-040-P01 prepared by c. restricting stockpiling, storage and vehicle
approval. Westera Partners dated April 2022. parking to those areas which are already
Landscaping Area180.11 m2 cleared
d. using low impact construction techniques
around vegetation.
13. Screening vegetation must be planted
GFA PER LEVEL SITE COVER SITE COVER as a % of SITE
between the pool and the southern boundary;
and between the dwelling and the northern
boundary, in accordance with Council’s
GFA THIS LEVEL 176.67 m2 Planning Scheme Policy PSP2 - Landscaping.
The planted vegetation must have a minimum
SITE COVER LOWER SITE AREA 506 m2 pot size of 10 litres and consist of native,
LOWER LEVEL endemic species with a mature height of not
193.17 SITE COVER LOWER 193 m2 38% less than 2.5 metres.
160.48 14. All landscape works must be established and
SITE COVER MAIN 217m2 42% maintained in accordance with the approved
MAIN LEVEL SITE COVER MAIN
SITE COVER UPPER 67m2 13% design for the life of the development, and in a
214.87 manner that ensures healthy, sustained and
176.67 vigorous plant growth. All plant material must
LANDSCAPING TOTAL 171m2 36% be allowed to grow to full form and be
UPPER LEVEL SITE COVER UPPER refurbished when its life expectancy is
reached.
49.40 61.90 15. All landscape works must be maintained
SITE COVER THIS LEVEL 214.87 m2 generally in accordance with the approved
WINTER design for the life of the development.
SUN PATH
Coastal Protection
MAIN LEVEL GFA
)
Sett am
in g5 in g (7
pm Ris 16. External colours and finishes of the building
must comprise of muted/environmental tones
SCALE 1:200 @ A3 MER
N
SUM PATH that blend with the natural environment.
SUN 17. Proposed retaining walls on the rear boundary
p m Ris are to be constructed in such a way that there
in
.30 g (6
CUT AND FILL in g5 .30 is no impact on adjoining vegetation within the
Sett am
)
reserve. Footings are to be wholly located
main site cut within the site.
MAIN CUT 149 m2 149m2
BA/C1 For Buliding Approval & construction
FILL: issue issue / amendment
2
UNDER SLAB FILL: 33 m 22.02.23 LF AB JH
BACK YARD FILL: 37 m2 issue date drawn by
FRONT PLANTER FILL: 8 m2 client
Ingrid & Nick Hutton
BALANCE OF CUT & FILL: 71 m2 to remove from site project
Hutton Plover St
location
2 24 Plover St Peregian Beach
GFA THIS LEVEL 49.40 m
GFA AND SITE COVER
Aboda Lee Foster • director Scott Falconer • director
Design p - 0424 620 247 p - 0431 267 157
back yard fill Group e - [email protected]
the aboda design group trust
ABN 56 266 884 746
e - [email protected]
Level 2 1794 David Low Way Coolum Beach,
Q. 4573. PO box 2449 Noosa Heads Q 4567
37m2 t/a aboda design group • BSA License -150580097 • www.aboda.com.au
• This drawing is to be read in conjunction with engineers drawings & reports • Construction
SITE COVER THIS LEVEL 61.90 m 2 front planter fill to comply with all relevant SAA & NCC Codes & standard Bldg By-law 1975 & as amended •
Copyright for design & drawings remain the property of the authors • Verify all dimensions on
site prior to commencement of any works • These drawings are not to be used for scaling.
underslab fill 8m2 scale as shown @ A3 issue
UPPER LEVEL GFA
drawing no.
33m2 BA/
SCALE 1:200 @ A3 WD.104 C1
Section 5
+8.0M
8M HEIGHT LIM
+7.5M IT
9
8M HE
IGHT L
RELAXATIONS
+4.5M IMIT
1 1. WALL & EAVE THROUGH 2M SIDE SETBACK
1 2. PLANTER THROUGH 2M SIDE SETBACK
3. WALL & ROOF THROUGH 1.5M SIDE SETBACK QDC COMPLIANT
4. EAVE THROUGH 2.5M SIDE SETBACK
GARAGE 3 5. PLANTER THROUGH 2M SIDE SETBACK
QDC compliant
6. HOOD THROUGH FRONT SETBACK (TAPERED)
2 7. POOL DECK THROUGH 6M REAR SETBACK
8. TRANSPARENT BALUSTRADE >2M ON BOUNDARY
9. EAVE THROUGH 2M SIDE SETBACK
SOUTH EAST
2M
16
AB
OV
EN
/0 0
AT
UR 8M HE
AL IGHT L
IMIT
22
1M
AB
OV 4 +8.0M
CU
EN
AT +7.5M
UR
AL
LM
IM IT
VA
L
HT
EIG
MH
RO
8
8 +4.5M
PP
LA
GARAGE 2M ABOVE NATURAL
CI
UN
6
CO
SOUTH WEST
SA
T L
L IM I 8M
HEI 2M ABOVE NATURA
HT
EIG
GHT
FENCE A
O
H LI M IT
8 M
NO
1M ABOVE NATURAL
R
+8.0M
FE
+7.5M
9
RE
8M
HE
IG H
TL
IM I
T
1 1 BA/C1 For Buliding Approval & construction
issue issue / amendment
+4.5M
22.02.23 LF AB JH
2 NORTH WEST issue date
client
drawn by
PLOVER ST 2M ABOVE NA
TURAL
6 Ingrid & Nick Hutton
project
Hutton Plover St
3
location
GARAGE 2M AB
OVE N
24 Plover St Peregian Beach
QDC compliant ATURA
L PLANNING ENVELOPE
8 Aboda Lee Foster • director Scott Falconer • director
Design p - 0424 620 247 p - 0431 267 157
1M ABOVE NA Group e - [email protected] e - [email protected]
TURAL the aboda design group trust Level 2 1794 David Low Way Coolum Beach,
ABN 56 266 884 746 Q. 4573. PO box 2449 Noosa Heads Q 4567
t/a aboda design group • BSA License -150580097 • www.aboda.com.au
• This drawing is to be read in conjunction with engineers drawings & reports • Construction
to comply with all relevant SAA & NCC Codes & standard Bldg By-law 1975 & as amended •
Copyright for design & drawings remain the property of the authors • Verify all dimensions on
site prior to commencement of any works • These drawings are not to be used for scaling.
setback means the minimum distance from
scale as shown @ A3 issue
any lot boundary to a building or structure,
drawing no.
excluding eaves, roof overhangs and
BA/
awnings provided they encroach no more
than 600mm into the setback distance. WD.151 C1
Section 6
D G C
A B WD.602 C WD.605 D WD.601 E F G
N 3° 16' 8" E
2,300 5,910 2,800 8,590 3,700 4,480
13.00
12 NEW BLK wall to
12.00
10.0
11.50
11.00
1
10.75
12.25
11.75
10
11.25
10.50
12.
9.75
0.25
.75 BLK
9 .4
9.50
boundary
50
0
90°0'
OW
+T
33.561
shs shs BLK
LINK DECK NEW BLK wall to
R:184
BLK REN + TIMBER DECK over, FFL 9.870 STAIR G:250 boundary
1 1
shs 8 7 6 5 4 3 2 1
1
00
STAIR
8 .4
2 1.5m
shs
OW
clear
+T
LEVEL TURF
2,890
2,890
H H
0
BLK
.7 7
WD.605 FFL 8.400
approx manhole location, WD.605
10
10
not located by surveyor
9 .4
er
ov
OW
BLK
l ab
+T
ps
2 2
+t o
2°13'20"
15.088
E
POOLSIDE 8.
00 E
BLK
WD.603 DECK WD.603
UW sewer
410
2,970
2,970
slab shs shs
o/h
m
ure 1m fro
UW sewer
+ TIMBER DECK over, FFL 10.410
slab cantilevers over to take stair toe.
DP
182°13'20"
no struct
3 3
15.088
m
A A
ure 1m fro
WD.601 WD.601
+S
LA
Bo
0
no struct
.11
ve
10
F F
r, F
er
FL
WD.604 0 WD.604
ov
.2 6
l ab
10
10
BLK
ps
.7 7
DP
FL
+t o
13" E
r, F
0
e DP
ov 1 2 3
N 8° 47'
B
LA
5,870
5,870
+S STAIR
NEW BLK wall to
12 150mm set-down EX. POOL boundary
.75 shown for lift, builder to
12
contact lift manufacturer BLK
.75
for accurate & current
B B
set down measurement
WD.602 BEFORE pouring slab
WD.602
I.O
00
approx sewer
4 4
8 .4
house connection
OW
location
+T
1,410
1,410
BLK (invert RL 7.32)
0
0
00
.6 0
.0 0
00
.4
8 .4
10
10
11
BLK
5 5
OW
OW
OW
OW
33.561
+T
+T
+T
+T
270°0'
9.5
9.2
9.7
11.25
10.75
8.25
8.75
9.0
10.50
11.50
8.50
11.75
11.
10.25
0
BLK BLK
5
5
0
00
NEW BLK wall to boundary
2,300 5,910 2,800 8,590 3,700 4,480
G C
A B D
WD.602 C WD.605 D WD.601 E F G BA/C1
issue
For Buliding Approval & construction
issue / amendment
22.02.23 LF AB JH
EXT. FINISHES LEGEND FCA fibre cement awning. PF compliant pool fencing WALL LEGEND GENERAL LEGEND FLOOR FINISH LEGEND issue date
client
drawn by
D04 denotes door number Ingrid & Nick Hutton
AS aluminium screen. FC fibre cement ext. cladding. PW parapet wall. RC masonry blockwork FT1 FT2 Indicates extent of TILE
project
WINTER
SUN PATH AL aluminium louvres, refer sched. FG fascia gutter. PS patio slab. W04 denotes window number Hutton Plover St
RC pool shell/off form concrete location
RL 17.200 C Indicates extent of CARPET
Sett am
) ASD aluminium sliding door. FT1 floor tile (no refers to type). PV photovoltaic cells. denotes finished floor level 24 Plover St Peregian Beach
in g5 in g (7 90MM ext. timber frame
pm Ris
AFD aluminium framed door. fire fireplace RWT rain water tank. + RL 17.700 denotes spot level
TF TD SUBFLOOR PLAN
Indicates extent of TIMBER.
MER
SUM PATH N AFW aluminium framed window. flue flue kit SBJ silicone butt jointed glass. 70MM int. timber frame 50 step denotes change in level Aboda Lee Foster • director Scott Falconer • director
SUN Design p - 0424 620 247 p - 0431 267 157
pm Ris Indicates extent of GS DR Indicates extent CONCRETE Group e - [email protected]
in g 5.3
0 in g (6
.30
BA sun control battens, refer detail. GS garage slab. SP structural post, refer engineer. chs shs structural posts - refer fw
denotes floor waste the aboda design group trust
e - [email protected]
Level 2 1794 David Low Way Coolum Beach,
Sett am
) engineer. ABN 56 266 884 746 Q. 4573. PO box 2449 Noosa Heads Q 4567
denotes hard wired smoke
BAL1 balustrade-(no refers to type). HWS hot water service. SF structural footing, ref. eng. t/a aboda design group • BSA License -150580097 • www.aboda.com.au
BLK masonry blockwork. HR handrail. TIM timber cladding. hwsa
alarm BCA 3.7.2 min
300mm from wall FINISH CODE LEGEND • This drawing is to be read in conjunction with engineers drawings & reports • Construction
to comply with all relevant SAA & NCC Codes & standard Bldg By-law 1975 & as amended •
Copyright for design & drawings remain the property of the authors • Verify all dimensions on
site prior to commencement of any works • These drawings are not to be used for scaling.
5° denotes direction of roof fall denotes additional 'extent' information
C carpet LPG LPG gas bottle. TD timber deck.
(xxxxxxxx) scale as shown @ A3 issue
CS concrete slab. NGL NRG board
TF timber floor. MR denotes roof material denotes finish, refer 1000 drawing no.
BA/
XX
SUBFLOOR PLAN WD.201
series drawings for schedule
DP down pipe. MR1 metal roof - (no refers to type).
TFD timber framed door
driveway slab. natural ground line.
VER vergola. JXX
denotes item and number.
refer to Joiner for details
C1
SCALE 1:100 @ A3 DS NGL
The text continues on section 7.
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