Council archive · source document
2025.03.04_Unit 1_27 Duke Street_Sunshine Beach_RISSMAN_Unit Renovation_Town Planning · 132004.4552.01
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Note:
DRAWING LIST
- the builder and all other trades people/installers are to check
measure all relevant dimensions on site prior to the ordering of
project specific materials and/or commencement of any
construction/building activity
Proposed Unit Extension Sheet Number
01
02
Cover Sheet
Site Plans
Sheet Name
03 Site Cover
- existing bearers/beams, joists and rafters are unknown & 04 3D Views of Proposed Changes
should be checked by the builder prior to construction
Change DA MCU - For Approval
05 Basement Floor Plans
- no survey plan has been received for the determination of 06 Ground Floor Plans
levels relative to AHD, setbacks from property boundaries or 07 First Floor Plans
the location of surrounding structures 08 Second Floor Plans
- therefore, indicated levels relative to AHD have been 09 Roof Plans
10 Front & Rear Elevations
determined by using as an initial reference the Level 1 RL of
11 Side Elevations
42790 shown in plans by Tangram Architects, approved by 12 Sections
Noosa Shire Council on 16 December 2004 N3 Sustainability Notes
- all proposed framing, fixings, bracing, concrete slabs,
footings & piers to engineer's design
- all surface finishes, fixtures and cabinetry as per JMF
specification schedule
SITE INFORMATION
R.P.D.:
Lot No.: Lot 1
Plan No.: SP175486
Area: 209.04 m2
PLANNING INFORMATION
Site Cover
Existing Site Covers Proposed Site Covers
Lot 1 = 171.525 m2 Lot 1 = 171.525 m2
Lot 2 = 171.525 m2 Lot 2 = 171.525 m2
GFA
Approved Proposed Proposed
(Units 1 & 2) Unit 1 Unit 2
Ground Floor = 41 m2 56.53 m2 41 m2
First Floor = 65 m2 81.82 m2 65 m2
Second Floor = 30 m2 31.14 m2 30 m2
Total = 136 m2 169.49 m2 136 m2
Legend
BNE Boundary Northeast
BNW Boundary Northwest
BSE Boundary Southeast
BSW Boundary Southwest
CH Ceiling Height
DN
DP
FFL
Down
Downpipe
Finished Floor Level
Unit 1, 27 Duke Street, Sunshine Beach
NSC Noosa Shire Council
OH Overhang
SB Setback
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Cover Sheet 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 01 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming As indicated Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
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Page 2
Note:
- refer to Sheet 3 for three dimensional
views of proposed changes
NSC Approved Site Plan
16/12/2004
BSW BNE
BNW 47° 01' 48" Property Boundary
40535
2"
35° 37' 1
15200
2"
35° 37' 1
Driveway Crossover
15200
Lot 2
eet
Boundary
Duke Str
Boundary
Existing Residence
thw ay
6000
1 2
3
Pa
th
Property
w
Public Pa
Setback
Property
a
y
Lot 1
Proposed
Pool 6000
Proposed
Roof
Extension
Setback
Proposed
Roof
Setback
Setback
2000
1500
BSE 47° 01' 48"
40535 Property Boundary
Proposed Site Plan
2 1 : 200
Proposed Change Lot 2
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Site Plans 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 02 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 3
Note:
- no proposed change in site cover for
either Unit 1 or Unit 2
BSW 1 2 3 4 5 6 7 BNE
Existing Site Cover
BNW
Property Boundary
Lot 2 = 171.525 m2
Lot 1 = 171.525 m2
Driveway Crossover
A
eet
Lot 2
Boundary
Duke Str
Boundary
Existing Residence
thw ay
Pa
th
B
Property
w
Public Pa
Property
a
y
Lot 1
C
BSE Property Boundary
Existing Site Cover
1 1 : 200
BSW 1 2 3 4 5 6 7 BNE
Proposed Site Cover
BNW
Property Boundary
Lot 2 = 171.525 m2
Lot 1 = 171.525 m2
Driveway Crossover
Lot 2 A
eet
Boundary
Duke Str
Boundary
thw ay
Existing Residence
Pa
th
B
Property
w
Public Pa
Property
a
y
Lot 1
C
BSE Property Boundary
Proposed Site Cover
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Site Cover 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 03 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 4
1. Existing 2. Existing 3. Existing
1. Proposed 2. Proposed 3. Proposed
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St 3D Views of Proposed Changes
Unit 1, 27 Duke Street, 2024
e: [email protected] 04
Sunshine Beach Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 5
Note:
- no proposed changes to Basement Level
NSC Approved Basement Floor Plan No Proposed Changes to Basement Level
16/12/2004
BSW 7 BNE
BNW
Property Boundary
Panel Lift Garage Door
Lot 2
Driveway
Fall
eet
Boundary
tr
Under
Store
Duke S
Property
Stair
A
Storage
Under
Store
Stair
Storage
Boundary
Step 10 CH 2600
Line of mezzanine shelf 2245 mm above
Property
Water Tanks
Line of concrete slab above
Line of concrete beam above
Lot 1
Bins
Concrete CH 3715 CH 3715
38820
BSE Property Boundary
Proposed Basement Floor Plan Building Format Plan Outline
2
Common Property Lot 2
1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Basement Floor Plans 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 05 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 6
Outline of Proposed GFA
Approved GFA
Unit 2
Unit 1
NSC Approved Ground Floor Plan Exclusive Use Plan
16/12/2004 23/09/2005
BSW 4 5 6 7 BNE
Property Boundary Proposed Changes to GFA
BNW (Ground Floor)
Approved/Existing GFA Proposed GFA (Lot 1) Proposed GFA (Lot 2)
Boundary
(Lots 1 & 2)
Lot 2 Driveway
Boundary
Fall Fall
41 m2 56.53 m2 41 m2
Property
Duke Street
A
Property
Bath L'DRY
41635
B Storage Lot 1 42790
42790
Bed 1
Planter
43690 Bed 2
DP Study
C Pathway
Stair
Stair
Stair
Landing Planter
BSE Property Boundary
Proposed Ground Floor Plan Proposed GFA
Building Format Plan Outline
2 1 : 200
(Unit 1)
Common Property Lot 2
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Ground Floor Plans 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 06 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 7
Outline of Proposed GFA
Approved GFA
Unit 2
Unit 1
NSC Approved First Floor Plan Building Format Plan
16/12/2004 DA Approval Date - 21/12/2004
BSW 1 2 3 4 5 6 7 BNE
Proposed Changes to GFA
Property Boundary
(First Floor)
BNW
Approved/Existing GFA Proposed GFA (Lot 1) Proposed GFA (Lot 2)
(Lots 1 & 2)
Boundary
65 m2 81.82 m2 65 m2
Driveway
(includes external WC)
Fall Fall
Property
Boundary
Lot 2
A
Property
Duke Street
Stair
45910 Lot 1 1°
Dining
Stair
B
Skylight
Skylight
above
above
Proposed Terrace
45910 Alfresco Living 45840
Kitchen
42740
C
2000
2000
2000
Stair
Stair
Stair
Landing
BSE Proposed change to
Property Boundary
side setback requirements
Proposed First Floor Plan
2 1 : 200
Proposed GFA
(Unit 1)
Common Property Lot 2
Proposed change to side
setback requirements Building Format Plan Outline
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St First Floor Plans 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 07 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 8
Outline of Proposed GFA
Approved GFA
Unit 2
Unit 1
NSC Approved Second Floor Plan Exclusive Use Plan
16/12/2004 23/09/2005
BSW 1 7 BNE
Property Boundary
Proposed Changes to GFA
BNW
(Second Floor)
Approved/Existing GFA Proposed GFA (Lot 1) Proposed GFA (Lot 2)
Boundary
(Lots 1 & 2)
Driveway
Fall Fall
Property
Boundary
30 m2 32.85 m2 30 m2
Lot 2 A
Property
Duke Street
Existing Curved Roof
Lot 1 Custom Orb Roof Sheeting
Existing Custom
Orb Roof Sheeting
B
49060
1°
Existing Curved Roof
Proposed Terrace
Custom Orb Roof Sheeting
Proposed Klip-Lok
C
Roof Sheeting
Stair
BSE Property Boundary
Proposed Second Floor Plan Proposed GFA
Building Format Plan Outline
2
Common Property Lot 2
(Unit 1)
1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Second Floor Plans 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 08 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 9
NSC Approved Roof Plan
16/12/2004
BSW 1 2 3 4 5 6 7
Property Boundary
BNW
Boundary
Driveway
Fall Fall
Property
Boundary
Duke Street
Lot 2 A
Property
Existing Curved Roof Existing Roof
6000 Lot 1 Custom Orb Roof Sheeting Custom Orb Roof
Sheeting
Setback
1°
Existing Curved Roof
Custom Orb Roof Sheeting B
Skylight
Skylight
6000
New Existing Curved Roof Proposed Terrace
Klip-Lok Proposed Klip-Lok Custom Orb Roof Sheeting
Roof Roof Sheeting Setback
C
Sheeting
1°
Setback
Setback
2000
1500
BSE Property Boundary
Proposed change to
side setback requirements
Proposed Roof Plan Proposed Roofing
Proposed change to side
2 1 : 200
Lot 2 setback requirements
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Roof Plans 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 09 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 10
BSE C B A BNW BNW A B C BSE
2000
Setback
2000
Setback
1500
Lot 2
Setback Lot 1
Lot 1
Lot 2 1500
Setback
Approx. 2030
To OMP
Approx. 1555
6733
Second FFL Proposed change to
49060 Approx. 1505 side setback requirements To OMP
To OMP
11008
1965
First FFL To OMP
45910
Approx. 2110
To OMP
Ground FFL
42790
Entry FFL
41635
Proposed Front Elevation Proposed change to side Proposed Rear Elevation
2 1 : 100
setback requirements
1 1 : 100
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Front & Rear Elevations 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 10 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 100 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 11
NSC Approved Side Elevation
16/12/2004
1 2 3 4 5 6 7
Proposed
Roof
8m maximum
height
Proposed
45 0 0 Roof
abov
e NG
Second FFL L
49060
NGL 4500 Proposed
Proposed change a bove Extension
NG L
to side setback
First FFL requirements
45910
NGL
Ground FFL Duke Street
42790
NGL
Entry FFL
41635
Proposed change to side
setback requirements
Proposed Side Elevation
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Side Elevations 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 11 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 12
NSC Approved Side Section
16/12/2004
1 2 3 4 5 7
Second Floor Ceiling
Proposed 8m maximum
51775 Roof height
Second FFL
Ceiling Ht
Proposed
WIR
2715
49060 Master Bed Roof
First Floor Ceiling
Proposed
NGL
Extension
48615
Ceiling Ht
2705
First FFL Alfresco Kitchen Dining Living Terrace
Pool
45910
Ground Floor Ceiling NGL Storage Duke
Ceiling Ht
2715
45505 Bed 1 Study Bed 2 Street
Ground FFL
42790
Ceiling Ht
Basement Ceiling NGL
3715
42535 Garage
Garage FFL
38820
Proposed Side Section (Lot 1)
1 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Sections 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] 12 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming 1 : 200 Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Page 13
REQUIREMENTS FOR SUSTAINABLE BUILDINGS:
TO FULFIL PERFORMANCE CRITERIA OF QUEENSLAND DEVELOPMENT CODE MP 4.1 'SUSTAINABLE RAINWATER TANKS: SIGNAGE ON TANKS:
BUILDINGS' AND ENSURE CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS IN CLASS 2 BUILDINGS ACCEPTABLE SOLUTION (A2): ACCEPTABLE SOLUTION (A8): WHERE A TANK IS INSTALLED TO SUPPLY WATER TO THE PLUMBING
ARE DESIGNED AND BUILT TO BE ENERGY AND WATER EFFICIENT (a) HAS A MIN. STORAGE CAPACITY- FIXTURES, THE TANK MUST HAVE:
(i) OF AT LEAST 5,000LTS FOR A DETACHED CLASS 1 BUILDING. (a) ONE NOTICE ON THE FRONT OF THE RAINWATER TANK AND ONE NOTICE ON THE COVER, NOT
WATER CONSERVATION: (ii) AT LEAST 3,000LTS FOR A CLASS 1 BUILDING OTHER THAN A DETACHED CLASS 1 BUILDING; LESS THAN 450MMX250MM IN SIZE.
OR (b) TEXT IN CAPITAL LETTERS OF NOT LESS THAN 25MM IN HEIGHT WITH THE FOLLOWING
PERFORMANCE CRITERIA (P1): (iii) GREATER THAN (a) (i) OR (a) (ii) AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL IDENTIFICATION: WARNING RAINWATER
IN A WATER SERVICE AREA, WATER SAVING SHOWER ROSES ARE INSTALLED IN: PLANNING INSTRUMENT; AND
(i) NEW CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS OF NEW CLASS 2 BUILDINGS; AND (b) IS INSTALLED TO RECEIVE RAINFALL FROM - A TANK HAS:
(ii) EXISTING CLASS 1 BUILDINGS AND SOLE-OCCUPANCY UNITS IN EXISTING CLASS 2 BUILDINGS (i) A MINIMUM ROOF CATCHMENT AREA THAT IS AT LEAST ONE HALF OF THE TOTAL ROOF AREA (a) ONE NOTICE ON THE FRONT OF THE TANK AND ONE NOTICE ON THE COVER, NOT LESS THAN
AT TIME OF BATHROOM RENOVATION AND/OR OTHER RENOVATION. OR 100M2, WHICHEVER IS THE LESSER; OR 450MMX250MM IN SIZE.
(ii) A MINIMUM ROOF CATCHMENT AREA THAT IS GREATER THAN (b) (i), AS SPECIFIED BY THE (b) TEXT IN CAPITAL LETTERS OF NOT LESS THAN 25MM IN HEIGHT WITH THE FOLLOWING
ACCEPTABLE SOLUTION (A1): LOCAL GOVERNMENT IN A LOCAL PLANNING INSTRUMENT; AND IDENTIFICATION: WARNING: RECYCLED WATER - DO NOT DRINK.
WATER SAVING SHOWER ROSES HAVE: (c) IS CONNECTED TO - (c) ALL OUTLET POINTS CLEARLY MARKED "WARNING: NOT FOR DRINKING" WITH SAFETY SIGNS TO
(a) A AAA OR HIGHER RATING WHEN ASSESSED AGAINST AS/NZS 6400:2004; OR (i) TOILET CISTERNS AND WASHING MACHINE COLD WATER TAPS (OTHER THAN THOSE COMPLY WITH AS 1319 AND AS1345;
(b) A THREE STAR OR HIGHER RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS). CONNECTED TO A GREYWATER TREATMENT PLANT OR ALTERNATIVE WATER SUBSTITUTION
MEASURE); AND RAINWATER TANK STANDS:
PERFORMANCE CRITERIA (P2): (ii) AN EXTERNAL USE; AND
IN A WATER SERVICE AREA, THE PRESSURE LEVEL OF WATER SUPPLIED TO NEW CLASS 1 BUILDING (iii) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING ACCEPTABLE SOLUTION (A9):
DOES NOT EXCEED THE LEVELS NECESSARY FOR THE PROPER FUNCTIONING AND OPERATION OF A INSTRUMENT. ALL RAINWATER TANK STANDS TO COMPLY WITH AS/NZS1170.1:2002 PERMANENT, IMPOSED AND
FIXTURE OR FITTING. OTHER ACTION AND AS/NZS1170.2:2002 WIND ACTIONS.
CONTAMINANTS:
ACCEPTABLE SOLUTION (A2):
NEW CLASS 1 BUILDINGS IN A WATER SERVICE AREA EITHER: ACCEPTABLE SOLUTION (A4):
RAINWATER TANK OPENINGS:
(a) HAVE A MAINS WATER SUPPLY THAT DOES NOT EXCEED PRESSURE LEVELS SET OUT IN AS/NZS A RAINWATER TANK MUST HAVE: ACCEPTABLE SOLUTION (A10):
3500.1:2003; OR (a) A SCREENED DOWNPIPE RAINHEAD, HAVING SCREEN MESH 4-6MM AND DESIGNED TO PREVENT (a) ALL RAINWATER TANKS ARE SEALED TO PREVENT SURFACE STROMWATER AND GROUNDWATER
(b) ARE IN A PRESSURE MANAGEMENT ZONE: LEAVES, FROM ENTERING EACH DOWNPIPE' AND ENTERING THE RAINWATER TANK.
OR (b) A MINIMUM OF 20 LTS OF THE FIRST FLUSH OF ROOF CATCHMENT RAINWATER (b) NON WATER-TIGHT ACCESS LIDS ARE SEALED , OR TERMINATE A MINIMUM 150 MM ABOVE
(c) ARE LOCATED ON PREMISES WITH A WATER PRESSURE LIMITING DEVICE INSTALLED TO ENSURE DIVERTED/DISCARDED BEFORE ENTERING THE RAINWATER TANK WHERE: FINISHED GROUND LEVEL STORMWATE FLOWS WITH THE GROUND SLOPED AWAY FROM THE TANK
THE MAXIMUM OPERATING PRESSURE AT ANY OUTLET WITHIN THE BOUNDARIES OF THE PREMISES (i) CONNECTED TO SHOWERS, WASH BASINS, KITCHEN OR HOT WATER SERVICES; OR AND ACCESS LID.
DOES NOT EXCEED 500kPa. (ii) REQUIRED BY A LOCAL GOVERNMENT IN A LOCAL PLANNING INSTRUMENT. (c) WATER TIGHT ACCESS LIDS ARE PERMITTED TO FINISH FLUSH WITH FINISHED SURFACE LEVEL.
PERFORMANCE CRITERIA (P3):
IN A WATER SERVICE AREA, THE VOLUME OF WATER USED IN TOILET FLUSHING DOES NOT EXCEED RAINWATER TANK OVERFLOW:
THE VOLUME NECESSARY FOR EFFICIENT OPERATION OF TOILETS IN: MOSQUITOS/ VERMIN:
PREVENTION OF PONDING
(i) NEW CLASS 1 BUILDINGS AND SOLE-OCCUPANCY UNITS OF A NEW CLASS 2 BUILDINGS; ACCEPTABLE SOLUTION (A5): ACCEPTABLE SOLUTION (A11):
(ii) EXISTING CLASS 1 BUILDINGS AND SOLE OCCUPANCY IN EXISTING CLASS 2 BUILDINGS AT A RAINWATER TANK IS PROVIDED WITH - (a) THE RAINWATER TANK OVERFLOW IS CONNECTED TO THE EXISTING STORMWATER SYSTEM OR
TIME OF BATHROOM RENOVATION AND OTHER RENOVATION; AND (a) EITHER- KERB AND CHANNEL, OR INTER-ALLOTMENT STORMWATER PIT.
(iii) EXISTING CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS IN EXISTING CLASS 2 BUILDINGS (i) MOSQUITO-PROOF SCREENS OF BRASS, COPPER, ALUMINUM OR STAINLESS STEEL GAUZE (b) IF NO STORMWATER SYSTEM EXISTS AND THE PROPERTY FALLS AWAY FROM THE STREET THE
WHEN TOILETS REPLACED. NOT COARSER THAN 1MM APERTURE MESH; OR RAINWATER TANK OVERFLOW MAY HAVE TO BE DRAINED TO AN ONSITE STROMWATER DISPERSION
(ii) FLAP VALVES AT EVERY OPENING OF THE RAINWATER TANK; AND SYSTEM. THE LOCAL GOVERNMENT MUST APPROVE ON-SITE STORMWATER DISPERSION SYSTEMS
ACCEPTABLE SOLUTION (A3): (b) A VERMIN TRAP; OR BEFORE INSTALLATION.
TOILET CISTERNS: (c) WHERE A WET SYSTEM IS USED TO HARVEST RAINWATER, MOSQUITO-PROOFING IN (c) THE WATER FROM THE OVERFLOW IS CONSIDERED TO BE STORMWATER AND THE
(a) HAVE DUAL FLUSH FUNCTION THAT DOES NOT EXCEED 6 LITRES ON FULL FLUSH AND 3 LITRES ON ACCORDANCE WITH HB230. REQUIREMENTS OF AS/NZS 3500:2003 APPLY.
HALF FLUSH; AND (d) A PHYSICAL AIR BREAK OR NON-RETURN VALVE ON THE OUTLET FROM THE RAINWATER TANK
(b) ARE COMPATIBLE WITH THE SIZE OF THE TOILET BOWL TO ALLOW FOR PROPER FUNCTION OF THE OVERFLOW IS PROVIDED BEFOR3 CONNECTION TO THE STORMWATER DRAINAGE SYSTEM.
TOILET. INTERNAL FIXTURES:
(e) ALL PLUMBING AND STORMWATER CONNECTIONS COMPLY WITH LOCAL GOVERNMENT
REQUIREMENTS.
- SUPPLIED FROM A RAINWATER TANK MUST HAVE A CONTINUOUS SUPPLY OF WATER.
ACCEPTABLE SOLUTION (A5):
A RAINWATER TANK MUST HAVE: GREYWATER TREATMENT PLANT:
ENERGY EFFICIENCY LIGHTING: (a) AN AUTOMATIC SWITCHING DEVICE PROVIDING SUPPLEMENTARY WATER FROM THE A GREYWATER TREATMENT PLANT MUST HAVE SUFFICIENT STORAGE CAPACITY TO PROVIDE AN
PERFORMANCE CRITERIA (P4): RETICULATED TOWN WATER SUPPLY, OR ACCEPTABLE CONTRIBUTION TO MEET WATER SAVINGS TARGETS WITH REGARD TO
A SIGNIFICANT PROPORTION OF LIGHTING MUST BE ENERGY EFFICIENT IN NEW CLASS 1 BUILDINGS (b) A TRICKLE TOP UP SYSTEM, PROVIDING SUPPLEMENTARY WATER FORM THE RETICULATED (a) THE AMOUNT OF AVAILABLE GREYWATER; AND
AND THE SOLE-OCCUPANCY UNITS OF NEW CLASS 2 BUILDINGS. TOWN WATER SUPPLY WITH - (b) THE REQUIRED DEMAND FOR GREYWATER.
(i) A MIN. FLOW RATE OF 2 LITRES PER MINUTE AND A MAX. FLOW RATE OF 4 LITRES PER
ACCEPTABLE SOLUTION (A4): MINUTE; AND ACCEPTABLE SOLUTION (A12):
FLUORESCENT LIGHTS OR COMPACT FLUORESCENT LIGHTS (CFLs) MUST BE THE ONLY FIXED (ii) TOP UP VALVES INSTALLED IN AN ACCESSIBLE LOCATION; AND A GREYWATER TREATMENT PLANT-
ARTIFICIAL LIGHT SOURCE USED IN ROOMS THAT ACCOUNT FOR AT LEAST 40% OF THE TOTAL (iii) A MIN. STORAGE VOLUME OF THE RETICULATED TOWN WATER SUPPLY TOP UP NOT (a) IS INSTALLED TO RECEIVE GREYWATER FROM ALL BATHROOM SANITARY OUTLETS IN THE
FLOOR AREA. EXCEEDING 1,000 LITRES OR AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING BUILDING;
INSTRUMENT. (b) HAS A MINIMUM PROCESSING CAPACITY TO TREAT TOTAL GREYWATER INPUT VESSEL VOLUME IN
24 HOURS;
HOT WATER SUPPLY: BACKFLOW PREVENTION: (c) HAS A STORAGE CAPACITY NOT EXCEEDING 2,000L;
PERFORMANCE CRITERIA (P5): (d) IS CONNECTED TO SUPPLY TREATED WATER TO -
ACCEPTABLE SOLUTION (A6): (i) TO ALL TOILET CISTERNS;
HOT WATER SYSTEMS THAT HAVE A LOW GREENHOUSE GAS EMISSIONS IMPACT MUST BE INSTALLED A BACKFLOW PREVENTION DEVICE IS INSTALLED TO PROTECT THE DRINKING WATER WITHIN THE
IN NEW CLASS 1 BUILDINGS. (ii) WASHING MACHINE COLD WATER TAPS;
RETICULATED TOWN WATER SUPPLY SYSTEM IN ACCORDANCE WITH AS/NZS 3500:2003 PLUMBING (iii) AN EXTERNAL USE; AND
AND DRAINAGE. (iv) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING
ACCEPTABLE SOLUTION (A5):
HOT WATER IS SUPPLIED BY: INSTRUMENT
(a) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECEIVE: SYSTEM MATERIALS: (e) SUPPLIES TREATED WATER SEPARATE TO THE RETICULATED TOWN WATER SUPPLY SYSTEM:
(i) TO ALL TOILET CISTERNS; AND
ACCEPTABLE SOLUTION (A7): (ii) FOR COLD WATER WASHING MACHINES USING A SEPARATE TAP DIRECTLY CONNECTED
(i) IN A BUILDING WITH 3 OR MORE BEDROOMS, AT LEAST 22 RENEWABLE ENERGY (a) POLYTHENE TANKS TO COMPLY WITH AS/NZS4766:2006 POLYTHENE STORAGE TANKS FOR
CERTIFICATES; OR FROM THE GREYWATER TREATMENT PLANT' AND
WATER AND CHEMICALS. (iii) AND EXTERNAL USE; AND
(ii) OTHERWISE, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES; OR (b) GALVANISE STEEL SHEET TANKS TO COMPLY WITH AS1397:2001 STEEL SHEET AND STRIP - HOT-
(iii) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING. (iv) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING
DIPPED ZINC-COATED OR ALUMINIUM/ZINC-COATED, AND HAVE A MINIMUM COATING OF 550 g/m2. INSTRUMENT;
(c) STAINLESS STEEL SHEET TO COMPLY WITH ASTM A240/M-05 STANDARD SPECIFICATION FOR (f) HAS AN APPROPRIATE LOW HAZARD BACKFLOW PREVENTION DEVICE INSTALLED TO PROTECT THE
NOTE: RENEWABLE ENERGY CERTIFICATES ARE ISSUED UNDER THE COMMONWEALTH CHROMIUM AND CHROMIUM-NICKEL STAINLESS STEEL PLATE, SHEET, AND STRIP FOR PRESSURE
GOVERNMENT'S MANDATORY RENEWABLE ENERGY TARGET. RETICULATED TOWN WATER SUPPLY SYSTEM;
VESSELS AND FOR GENERAL APPLICATIONS. (g) COMPLIES WITH TABLE T1A OF THE QUEENSLAND PLUMBING AND WASTEWATER CODE FOR THE
(d) CONCRETE TANKS TO COMPLY WITH AS3735:2001 CONCRETE STRUCTURES CONTAINING EFFLUENT COMPLIANCE VALUE FOR END USES WITH A HIGH LEVEL OF HUMAN CONTACT;
LIQUIDS. (h) HAS AN AUTOMATIC SWITCHING DEVICE PROVIDING SUPPLEMENTARY WATER FROM THE
WATER SAVING TARGETS: (e) COLLECTION WELL/UNDERGROUND WATER CELL (NON POTABLE), OR BLADDER TANK TO RETICULATED TOWN WATER SUPPLY SYSTEM; AND
CHECK WITH LOCAL COUNCIL FOR SPECIFIC WATER SAVING TARGETS AND REQUIREMENTS. COMPLY WITH VERTICAL AXIS TYPE SECTION 10 OF AS/NZS 1546.1:1998 ON-SITE DOMESTIC (i) DISPOSES OF UNTREATED GREYWATER TO THE SEWER.
WASTEWATER TREATMENT UNITS - SEPTIC TANKS.
ACCEPTABLE SOLUTION (A1):
CLASS 1 BUILDINGS CONNECTED TO A RETICULATED TOWN WATER SUPPLY SYSTEM PROVIDED BE A
WATER SERVICE PROVIDER REGISTERED UNDER THE WATER ACT 2000 USE -
(a) A RAINWATER TANK; OR
(b) A GREYWATER TREATMENT PLANT; OR
(c) ALTERNATIVE WATER SUBSTITUTION MEASURE; OR
(d) A COMBINATION OF (a) AND /OR (b) AND /OR (c) AS SPECIFIED IN A LOCAL PLANNING INSTRUMENT,
NOTE: AS OF FEBRUARY 1, 2013; THE SUSTAINABILITY REQUIREMENTS REGARDING RAINWATER
STATE CODE OR STATE PLANNING POLICY. TANKS & HOT WATER SUPPLY ARE NO LONGER MANDATORY, THOUGH STILL PROVIDE FOR A
MORE SUSTAINABLE BUILDING SHOULD THEY BE ADOPTED.
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Unit 1/60 Gateway Drive
Noosaville Q 4566
Kelsey & Scott Rissman 27 Duke St Sustainability Notes 25/11/2024
23/12/2024
Existing Plans
Proposed Plans
Unit 1, 27 Duke Street, 2024
e: [email protected] N3 17/01/2025 For Approval
Sunshine Beach Qld 18/02/2025 MCU Application
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 27/02/2025 Town Planning
Unit Extension March 2025 28/02/2025 Town Planning
Drafting: Jessica Fleming Checked by JMF 04/03/2025 Town Planning
QBCC 15200440
Used in these records
2025.03.04_Unit 1_27 Duke Street_Sunshine Beach_RISSMAN_Unit Renovation_Town Planning.pdfRelated documentApplication case desk ↗
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