Original source · versioned page text
Meeting papers
Very large file (41.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
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
Document Set ID: 24101594
23659169
Page 49 of 100
Version: 1, Version Date: 05/09/2025
27/03/2025
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.