Council archive · source document
2026-04-15_Unit 1_27 Duke Street_Sunshine Beach_RISSMAN_Unit Renovation_Interior (Updated Drawings) 001 · 132004.4552.02
Attached to the e-mail Lodgement of Development Application - 132004.4552.02.
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
Sheet Name
Cover Sheet
Site Plans
03 Site Cover
Change DA MCU
- existing bearers/beams, joists and rafters are unknown & 04 3D Views of Proposed Changes
should be checked by the builder prior to construction 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
For Approval
- 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
Legend
BNE Boundary Northeast
BNW Boundary Northwest
BSE Boundary Southeast
BSW Boundary Southwest
Unit 1, 27 Duke Street,
CH Ceiling Height
DN Down
DP Downpipe
FFL
NSC
OH
Finished Floor Level
Noosa Shire Council
Overhang
Sunshine Beach
SB Setback
WIR Walk-in-Robe
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Cover Sheet
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 01 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 100 Checked by JMF 08/04/2026 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 (not to scale)
16/12/2004
BSW BNE Unit 1 GFA
BNW 47° 01' 48" Property Boundary
40535 Total As Constructed GFA: 127.584 m2
2"
35° 37' 1
15200
+ Total proposed changes to GFA 20.57 m2
(Bed 2 - 13.85 m2 + WIR - 6.72 m2):
2"
35° 37' 1
Driveway Crossover
15200
Total: 148.154 m2
Lot 2
oundary
Boundary
Existing Residence
thway
6000
1 2
Pa
B
th
Property
Setback
w
Public Pa
Property
ay
Lot 1
Proposed
Pool 6000
Proposed
Roof
Extension
Setback
Setback
Setback
2000
1500
BSE 47° 01' 48"
40535 Property Boundary
Proposed Site Plan
2 1 : 200
Proposed Change
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Site Plans
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 02 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 3
Note: - no proposed change in site cover for either Unit 1 or Unit 2 2 20 ©O BSE Q) Existing Site Cover 1: 200 2 SPSS . 1x oF ar RBS ER DS OK AOS ae ®O OO ees _x Existing Residence “ fi Box ‘ KOK wr xX F KOE . | . | K K x KX __99 ns x l 9999 BSE 2) Proposed Site Cover (2) 1: 200 Existing Site Cover KX) Lot 2 = 171.525 m* [ | Lot4= 171.525 m* od Proposed Site Cover Kx Lot 2 = 471.525 m: ] Lot 4 = 171.525 m= | IMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: | DATE: [AMENDMENTS Unit 1/60 Gateway Orive Kelcey & Scott Rissman 27Dukest | Site Cover 4 cass | sampenny Noosaville Q 4566 ney Unit 1, 27 Duke Street, | 2024 og | eee | Tameenn & jess@imf .com.au ‘Sunshine Beach Qid sovUza2s Town Panning J wea jmfdesign.com.3u PROJECT: 4587 Date Seale Drwnby JG sexs | Tampering Drafting: Jessica Fleming 1=200 Checked by IMF Suss pene D f S GN gcc 15200440 " =~
Page 4
1. Existing 2. Existing
1. Proposed 2. Proposed
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
3D Views of Proposed Changes
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 04 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
Checked by JMF 08/04/2026 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
Boundary
treet
Under
Store
Duke S
Property
Stair
A
Storage
Under
Store
UP
Stair
Storage
Boundary
Line of mezzanine shelf 2245 mm above
Step 10 CH 2600
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 Common Property
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Basement Floor Plans
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 05 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 6
NSC Approved Ground Floor Plan
(not to scale) 16/12/2004
BSW 4 5 6 7 BNE
Property Boundary
BNW
Unit 1 Ground Floor GFA Including Proposed Changes
Duke Street
oundary
Lot 2
As constructed GFA: 42.12 m2
Driveway
B
Boundary
Fall Fall
Property
5825 3230
+ Proposed changes (Bed 2): 13.85 m2
A As constructed As constructed
Property
= 55.97 m2
43690 HWS
Bath L'DRY UP
2183
41635
B
As constructed
Utilities
5430
42790
As constructed
Lot 1
42790
Bed 1 3248
Planter
Bed 2
DP Study
C fence gate
Pathway
Stair
Stair
Stair
Landing
Planter
BSE Property Boundary 9055
As constructed
Proposed Ground Floor Plan
2 1 : 200
As Constructed
GFA (42.12 m 2)
Proposed changes: Bed 2
(GFA 13.85 m 2)
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Ground Floor Plans
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 06 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 7
NSC Approved First Floor Plan
(not to scale) 16/12/2004
s™
BS) GC ® © OOOO
IBNW} ~ y T
NY | i | At | | | A Unit 1 First Floor GFA Including Proposed Changes
| athe ) !
As constructed GFA: 59.367 m?
i-— tl J Len + Proposed changes: nil (extension to Terrace excluded from
| pe [> = | ada ug GFA, as per 1990 Planning Scheme)
s | —F —— | |
i : = 59.367 m?
{ ei OSX ot 48" 1 8
] —|| | ou 3
ey 8 bece isa “
ch 2\f 2—I
| Ea oes be hi De
La u le ges *
se 42740
: AIS Ltd me A oi
BS E me 535 aa2s 4508 ase Fapay Gameday
Aa conatuctes
Proposed First Floor Plan /
As Constructed Proposed changes: Extension
1-200 Bese GFA (59.367 m*) to terrace (excluded from GFA)
| ime DESIGN PTY LD CLIENT: LOCATION: Project number First Floor PI NO: DATE: [AMENDMENTS
it 1/60 Gateway
Noosavile Q 4568 Kelsey & Scott Rissman Unit 1,27 Duke Steet, | 304° * st Floor Plans 4 or «| Sass | Beare
©: [email protected] ‘Sunshine Beach Qid souuz2s =| Town Paring
4 ween jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG oso22026 Jan penne
DE S G N asec teow? tnt Exension aa 1:200 Checked by = JMF causa tenreme
Page 8
NSC Approved Second Floor Plan
(not to scale) 16/12/2004
BSW 1 7 BNE
BNW
Property Boundary
Unit 1 Second Floor GFA Including Proposed Changes
Boundary
As constructed GFA: 26.097 m2
Driveway
Fall Fall
Property
Boundary
1545 4595
+ Proposed changes (WIR): 6.72 m2
As constructed
Lot 2 A
Property
= 32.817 m2
1099 1129
Duke Street
Lot 1
Existing Curved Roof
Existing Custom
Custom Orb Roof Sheeting Orb Roof Sheeting
As constructed
B
5310
As constructed
49060
3083
Vergola Existing Curved Roof
Custom Orb Roof Sheeting
C
Stair
BSE 1545 4595
Property Boundary
As constructed
Proposed Second Floor Plan As Constructed Proposed changes:
2 1 : 200
GFA (26.097 m 2) WIR (GFA 6.72 m2)
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Second Floor Plans
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 08 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 9
NSC Approved Roof Plan
(not to scale) 16/12/2004
BSW 1 2 3 4 5 6 7
BNW
Property Boundary
oundary
Driveway
B
Fall Fall
Property
Boundary
A
Duke Street
Roof over Lot 2
Property
proposed
WIR
Lot 1
Existing Curved Roof Existing Roof
6000
Custom Orb Roof Sheeting Custom Orb Roof
B
Sheeting
Setback Existing Curved Roof
1°
Custom Orb Roof Sheeting
6000
New Existing Curved Roof
Klip-Lok
Roof
Custom Orb Roof Sheeting Setback
C
Sheeting
Setback
Setback
2000
1500
BSE Property Boundary
Proposed Roof Plan
2
Proposed Roofing
1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Roof Plans
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 09 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 10
BSE C B A BNW BNW A B C BSE
2000
Setback
2000
Setback
1500
Setback Lot 1 Lot 2
Lot 1
Lot 2 1500
Setback
Approx. 2030
To OMP
Proposed WIR
6733
Approx. 1555
Second FFL
49060 To OMP
Proposed Extension
to Terrace
11008
1965
First FFL To OMP
45910
Approx. 2110
Proposed Bed 2
To OMP
Ground FFL
42790
Entry FFL
41635
Proposed Front Elevation Proposed Rear Elevation
2 1 : 100
1 1 : 100
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Front & Rear Elevations
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 10 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 100 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 11
NSC Approved Side Elevation
(not to scale) 16/12/2004
1 2 3 4 5 6 7
Proposed
WIR
8m maximum
height
4500
abov
e NG
Second FFL L
49060
NGL 4500 Proposed
3150
abov
e NG Terrace
L
Extension
First FFL
45910
NGL Proposed
3120
Bed 2
Ground FFL Duke Street
1155
42790
NGL
Entry FFL
41635
Proposed extensions:
Proposed Side Elevation WIR, Bed 2, & Terrace
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Side Elevations
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 11 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Page 12
NSC Approved Side Section
16/12/2004
1 2 3 4 5 7
Second Floor Ceiling Proposed
WIR 8m maximum
51775 height
Second FFL
Ceiling Ht
2715
49060 Master Bed
First Floor Ceiling
NG
L
48615 Proposed
Ceiling Ht
2705
First FFL Alfresco Kitchen Deck Living Extension
Pool
to Terrace
45910
Ground Floor Ceiling NG Utilities Decorative
Duke
Ceiling Ht
L
Proposed panel
2715
45505 Bed 1 Study Street
Bed 2
Ground FFL
42790
Ceiling Ht
Basement Ceiling NGL
3600
42420 Garage
Garage FFL
38820
Proposed Side Section (Lot 1) Proposed extensions:
1 1 : 200
WIR, Bed 2, & Terrace
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Sections
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 12 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
1 : 200 Checked by JMF 08/04/2026 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:
Sustainability Notes
Unit 1/60 Gateway Drive 04/03/2025 Town Planning
Kelsey & Scott Rissman 27 Duke St 09/12/2025 Town Planning
Noosaville Q 4566 Unit 1, 27 Duke Street, 2024 N3 15/01/2026 Town Planning
e: [email protected] Sunshine Beach Qld 30/01/2026 Town Planning
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JG 03/02/2026 Town Planning
24/02/2026 Town Planning
Drafting: Jessica Fleming Unit Extension March 2026 02/03/2026 Town Planning
Checked by JMF 08/04/2026 Town Planning
QBCC 15200440
Used in these records
2026-04-15_Unit 1_27 Duke Street_Sunshine Beach_RISSMAN_Unit Renovation_Interior (Updated Drawings) 001.pdfRelated documentApplication case desk ↗
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