09/0152 - MCU - Mulitple Housing Type 1 - Relative or Employee [As Published] · 132009.152

Shower Roses: (fo reticulated mains water supply areas only)

* This app ies to new Class | buildings and soie-occupancy units of new Class 2 buildings, or where the bathroom of
these building classifications undergoes renovations Shower Roses te be 3 Star rating under the Water Ef lency
Labeling Scheme (WELS) or a AAA rating when assessed against AS/NZ 6400:2005 Water Efficient Products —
rating and labeling.

 

Water Pressure Limiting: (to reticulated mains water supply areas only}

The maximum pressure level of water from any outiet within the property boundaries of a new Class | building must

Hot Water Supply: in 9 Né@w Class t building.
A suitable hot water system includes:
(a) ages hot water system with a five star energy rating: or

(b) aheat pump or a Soler hot water system where:
)

in @ building with 3 or more bedrooms, the hot water system, must be eligible to receive at least 22

Renewable Energy Certificates; or

In a building with | or 2 bedrooms the hot water system must be eligible to receive at feast 14
Renewable Energy Certificates.

 

not exceed 500kPa. Compliance can be achieved through the installation of a water pressure limiting device in tine !f choosing GAS hot water system be awere that the system must be kept clear of window and door openings
with the water meter. Where it is known that the pressure level of the water supply does not exceed 500kPa, a water(including air vents, weep Noles and drains} for a horizontal distance of 1 meter and with a vertical separation of

pressure limiting device is not required.

Dual Flush Tollets:

This applies to new Class | buildings and sole-occupancy units of new Class 2 buildings or where toilets are
replaced in the bathrooms of these building classifications undergo renovations. A toilet must have a dual flush
capacity that does not exceed 6 litres on full flush and 3 litras on half flush.

  

 

500mm. to any openings above Refer to AS5601-2004. Depending on the type of gas storage bottie(Exchange or
Insitu), you can not nave an ignition source surrounding the gas storage bottle, 1.5m. radius for Exchange bottie, or

3.5m. radius for insitu bottle.

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Refernce Standards and Legislation:

AS/NZS 3500.1: 2003 Plumbing and drainage- Water services.
AS/NZS 6400: 2005 Water Efficient Products-Rating and Label
Plumbing and Drainage Act 2092

Standard Plumbing and Drainage Regulation 2003.

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SITE DRAINAGE : |
Surface and subsurface water occuring on the building ;
site shall be diverted to prevent it from flowing under I
the structure. Ponding of water under the structureshatl |
be prevented by filling, grading or the provision of |
drainage or diversion channels. |
NOTE: The ground surface should be graded to fall !
away from the building. |

 

 

 

 

 

 

Discharge stormwater to street thru 100mm.¢ pyc pipe as :
directed by locai authority, or to rainwater holding tank |
where appticable. ‘
All runoff water to be directed so as not to interefere with |
neighbouring allotments. The roofwater drainage system
shall be completed in accordance with BCA part 3.5.2. prior fo |
the final inspection.

ROOF WATER DRAINAGE RAINFALL INTENSITY |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF 250mm/hr WITH ARI OF 20 YEARS (BRISBANE) |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AS PER PART 3.5.2 OF THE B.C.A., THE ROOF AREA PER |
DOWNPIPE IS CALCULATED USING THE STRAMIT QLD. QUAD
EAVES GUTTER WITH A EFFECTIVE CROSS-SECTIONAL AREA OF

 

 

 

 

 

B100 SQ.MM. ACHIEVING A MAXIMUM ACTUAL ROOF AREA PER
DOWNPIPE OF SO SQ.M. WHICH GIVES A MAX. PLAN DIMENSION
OF 49.8 SQ.M AT 5, 49.2 SQ.M AT 10°, 48.3 SQ.M. AT 15°,
47.0 SQ.M AT 20°, 45.3 SQ.M. AT 25° & USING 100x75mm
DOWNPIPES.

AS PER PART 3.1.2 OF THE B.C.A. IN ACCORDANCE WITH

 

 

 

 

 

 

 

 

 

AS/NZS 3500.3.2, UPVC STORMWATER PIPELINES HAVING A AMENDMENTS: PHILL McGOWAN DRAFTING OBSA No 525708 ‘N
SMOOTH (NON-PROFILED) INTERNAL BORE WITH A FALL OF 102 Fairview Rd Gympie 4570 Phone 0754828350 Mobile 0429645361 Email [email protected]
1:00 MIN. & A NOMINAL DIAMETER OF 100MM ACHIEVES A Queensland Development Code Part 25 states: Project PROPOSED RELATIVES APARTMENT
HYDRAULIC CAPACITY OF BL/s, GIVING A MAX. ACTUAL ROOF single detached heute must install a rainwater fank Drawing nr LAKE enten BOREEN POINT
AREA OF 114.7 SQ.M. OR A MAX. PLAN DIMENSION OF 110.2 with a min. 50001, capacity. ‘ ut LUMBING LA
SQ.M AT 5°, 105.2 SQM AT 10, 101.0 SQ.M. AT 15, 97.2 SQ.M, painwater tank must receive rainfall from at least half building designers | cient pz A D.HAMMERSLEY 1088 Drawn P.M.
AT 20°, 93.2 SQ.M. AT 25° PER STORMWATER PIPE. the roof catchment area or 100sq.m. whichever is lesser, | COPYRIGHT: This drawing remains the properf] of Australian Independent Builders, association of ——

4 and may not be used oF repreduceh in whole or in part without written permission, queensland inc. | scate 1: 199 Date 19/11/08 [sheet 11 OF 12

 

 

 

 

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