Change proposal plans · 51983.3225.22

GENERAL NOTES :

TIMBER FRAMING DESIGNED IN ACCORDANCE WITH
NCC VOL. 2 PART 3.4 & AS.1684-2010. RESIDENTIAL TIMBER
FRAMED CONSTRUCTION

BLOCKWORK MASONRY DESIGNED IN ACCORDANCE WITH
SINGLE LEAF MASONRY - C.M.A.A. (CM02-2014).

MASONRY CONSTRUCTION TO COMPLY WITH NCC VOL. 2 PART
3.3 & AS.3700-2011, MASONRY STRUCTURES).

PLYWOOD BRACING DESIGNED IN ACCORDANCE WITH
STRUCTURAL PLYWOOD WALL BRACING - P.A.A.
(COMPLIES WITH AS.1684.2-2010).

STEEL SECTIONS DESIGNED IN ACCORDANCE WITH STRUCTURAL
STEEL IN HOUSING 'THIRD EDITION’

(COMPLIES WITH AS4100-1998 STEEL STRUCTURES).

WIND LOADING CALCULATIONS IN ACCORDANCE WITH
AS.4055-2012. WIND LOADS FOR HOUSING

STORM WATER DRAINAGE TO COMPLY WITH NCC VOL. 2 PART
3.1.2 & AS/NZS.3500.3-2003 OR AS.3500.5-2000 AND COUNCIL
REQUIREMENTS.

TERMITE PROTECTION TO COMPLY WITH NCC VOL. 2 PART 3.1.3 &
AS.3660.1-2000 AND MANUFACTURER'S SPECIFICATIONS.

SUB-FLOOR VENTILATION MUST COMPLY WITH NCC VOL. 2 PART
3.4.1. *400mm MIN. CLEARANCE TO UNDERSIDE OF LOWEST
TIMBER MEMBER*.

ROOF & WALL CLADDING AND GUTTERS & DOWNPIPES TO
COMPLY WITH NCC VOL. 2 PART 3.5

GLAZING TO COMPLY WITH NCC VOL. 2 PART 3.6 &
AS.2047-2014 & AS.1288-2006.

SMOKE ALARMS MUST COMPLY WITH THE REQUIREMENTS OF
THE NCC VOL. 2 PART 3.7.2 AND AS.3786-2014. *MUST BE HARD
WIRED TO MAINS POWER*.

ALL WET AREAS TO COMPLY WITH NCC VOL. 2 PART 3.8.1 &
AS.3740-2010.

W.C. DOOR TO COMPLY WITH NCC VOL. 2 PART 3.8.3.3.
LIGHTING TO COMPLY WITH NCC VOL. 2 PART 3.8.4
VENTILATION TO COMPLY WITH NCC VOL. 2 PART 3.8.5

SOUND INSULATION TO COMPLY WITH NCC VOL. 2 PART 3.8.6
TREADS & RISERS TO COMPLY WITH NCC PART 3.9.1
BALUSTRADE & HANDRAILS TO COMPLY WITH NCC PART 3.9.2 &
ASINZS.1170.1-2002.

SWIMMING POOL FENCE/ GATE TO COMPLY WITH NCC VOL. 2
PART 3.9.3, AS.1926.1-2007 & QDC MP3.4.

ENERGY EFFICIENCY TO COMPLY WITH NCC VOL. 2 PART 3.12 OR
RECOGNISED ENERGY RATING SYSTEM.

ALL RELEVANT WORKS TO COMPLY WITH THE NATIONAL
CONSTRUCTION CODE (NCC) - BUILDING CODE OF AUSTRALIA -
CLASS 1 AND CLASS 10 BUILDINGS.

ALL ANCILLARY WORKS TO BE UNDERTAKEN IN ACCORDANCE
WITH THE MANUFACTURERS SPECIFICATION

SUSTAINABLE HOUSING REQUIREMENTS:

NEW DWELLING REQUIREMENTS

THE LAWS APPLY TO NEW HOUSES (CLASS 1a), TOWNHOUSES (CLASS 1b),
AND MAJOR RENOVATIONS. A NUMBER OF NEW LAWS CAME INTO EFFECT
ON 26TH NOV. 2010 WHICH REPLACES THE EXISTING VERSION OF MP 4.1
PUBLISHED ON 30TH JULY 2010.

THIS GUIDELINE COVERS THE REQUIREMENTS FOR (CLIMATE ZONE 3):
* 6-STAR (CLASS 1 BUILDINGS)
[5-STAR MIN SOFTWARE RATING + OPTIONAL CREDITS]
ENERGY EQUIVALENCE FOR NEW HOUSES AND TOWNHOUSES ;
* OPTIONAL CREDITS
FOR COVERED OUTDOOR LIVING AREAS, SUCH AS DECKS AND
VERANDAHS AND;
+ ENERGY EFFICIENT LIGHTING
FOR NEW HOUSES, TOWNHOUSES ENERGY EFFICIENT LIGHTING
FOR A MINIMUM OF 80% FLOOR AREA

ENERGY EFFICIENT FIXTURES REQUIREMENTS

IN CLASS 1a, CLASS 1b AND CLASS 2 BUILDINGS:

+ LIGHT FITTINGS

MUST BE ENERGY EFFICIENT LIGHTING FOR A MINIMUM OF 80%
OF THE TOTAL INTERNAL FLOOR AREA. ENERGY EFFICIENT
LIGHTING: INCLUDES FLUORESCENT AND COMPACT
FLUORESCENT LIGHTS. IT DOES NOT INCLUDE INCANDESCENT
OR HALOGEN.

+ AIR CONDITIONERS

NEW AND REPLACEMENT AIR-CONDITIONERS MUST HAVE AN
E.E.R. OF AT LEAST 2.9.

+ HOT WATER SYSTEMS

HOT WATER SYSTEMS MUST COMPLY WITHE QUEENSLAND
PLUMBING AND WASTE WATER CODE

A SUITABLE HOT WATER SYSTEM INCLUDES:

(A) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY
RATING; OR

(B) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM WHERE:
(I) IN A BUILDING WITH 3 OR MORE BEDROOMS,

THE HOT WATER SYSTEM, MUST BE ELIGIBLE TO

RECEIVE AT LEAST 22 RENEWABLE ENERGY

CERTIFICATES; OR

(II) IN A BUILDING WITH 1 OR 2 BEDROOMS THE HOT

WATER SYSTEM MUST BE ELIGIBLE TO RECEIVE AT

LEAST 14 RENEWABLE ENERGY CERTIFICATES.

WATER CONSERVATIVE FIXTURE REQUIREMENTS

THE FOLLOWING WATER CONSERVATION FIXTURES MUST BE
INSTALLED

THROUGHOUT THE DWELLING:

+ WATER PRESSURE

WATER PRESSURE LIMITING: (TO RETICULATED MAINS WATER
SUPPLY AREAS ONLY IF REQUIRED BY LOCAL GOVT.)

THE MAXIMUM PRESSURE LEVEL OF WATER FROM ANY OUTLET
WITHIN THE PROPERTY BOUNDARIES MUST NOT EXCEED S00KPA.
+ TOILETS

DUAL FLUSH TOILETS: A TOILET MUST HAVE A DUAL FLUSH
CAPACITY THAT DOES NOT EXCEED 6 LITRES ON FULL FLUSH
AND 3 LITRES ON HALF FLUSH.

* TAPWARE

MIN. 3-STAR WELS RATED FOR KITCH. SINKS, BASINS AND
LAUNDRY TUBS.

+ SHOWER HEADS

TO RETICULATED MAINS WATER SUPPLY AREAS ONLY, TO BE
3 STAR RATING UNDER THE WATER EFFICIENCY LABELLING
SCHEME (WELS) OR AAA RATING WHEN ASSESSED AGAINST
AS/NZ 6400:2005 WATER EFFICIENT PRODUCTS - RATING AND
LABELLING.

REFER: Queensland Development Code Mandatory Part 4.1 Sustainable buildings
Guideline-version 12th November 2010 FOR ADDITIONAL SPECIFICS.

WORKPLACE HEALTH AND SAFTEY
REQUIREMENTS:

EXCAVATION AND TRENCHES
BEFORE EXCAVATION WORK IS CARRIED OUT, THE RELEVANT PERSON
OR PRINCIPAL CONTRACTOR, FOR CONSTRUCTION WORK, MUST FIND
OUT WHAT UNDERGROUND SERVICES EXIST IN THE AREA, AND OTHER
RELEVANT INFORMATION
A RELEVANT PERSON MUST IMPLEMENT ANY CONTROL MEASURES
NECESSARY TO PREVENT RISK:

(a) AN EXCAVATION COLLAPSING,

(b) OBJECTS FALLING INTO AN EXCAVATION,

(c) APERSON FALLING INTO AN EXCAVATION,

(d) SUBSTANCE EXPOSURE IN AN EXCAVATION,

(ie. CARBON MONOXIDE FROM PLANT).

(e) FROM THE COLLAPSE OF ANOTHER STRUCTURE

(ie. ADJOINING BUILDING OR ROAD).
TRENCHES
BATTERING AND SHORING FOR TRENCHES TO BE IN ACCORDANCE
WITH WORKPLACE HEALTH AND SAFTEY REQUIREMENTS.
WRITTEN APPROVAL TO VARY THE BENCHING AND BATTERING
REQUIREMENTS MAY BE OBTAINED FROM AN ENGINEER. THE
APPROVAL MUST BE KEPT ON SITE AT ALL TIMES.
LADDERS USED FOR ACCESS MUST BE NO MORE THAN 9 METRES
APART IN THE AREA
OF THE TRENCH WHERE WORK WILL BE CARRIED OUT.

WORK AT HEIGHTS

RISKS MUST BE MANAGED IF A PERSON COULD FALL.

FACTORS SUCH AS THE TYPE OF ACTIVITY BEING CARRIED OUT
SHOULD BE TAKEN INTO CONSIDERATION TO ESTABLISH THE DEGREE
OF RISK.

CONTROL MEASURES USED TO MANAGE RISKS MUST COMPLY WITH
REGULATORY REQUIREMENTS.

RELEVANT PEOPLE CARRYING OUT WORK AS OUTLINED IN THE
WORKPLACE HEALTH AND SAFTEY REQUIREMENTS MUST:

(a) PREVENT A FALL; OR

(b) IF PREVENTION IS NOT POSSIBLE, ARREST THE FALL AND PREVENT
OR MINIMISE THE RISK OF DEATH OR INJURY FROM THE ARREST OF
THE FALL.

LADDERS, TRESTLES AND SCAFFOLDING

RELEVANT PEOPLE MUST PREVENT OR MINIMISE RISKS FROM USING A
LADDER.

RELEVANT PEOPLE MUST PREVENT OR MINIMISE RISKS FROM
WORKING ON A PLATFORM SUPPORTED BY A TRESTLE LADDER.

ALL LADDERS, TRESTLES AND SCAFFOLDING TO BE IN ACCORDANCE

WITH WORKPLACE HEALTH AND SAFTEY REQUIREMENTS.

PROTECTION FROM FALLING OBJECTS

PRINCIPAL CONTRACTORS AND RELEVANT PEOPLE MUST TAKE
PRECAUTIONS TO ENSURE THAT OBJECTS DO NOT FALL ONTO OR HIT
PEOPLE DOING CONSTRUCTION WORK AND PEOPLE IN ADJOINING
AREAS.

PRINCIPAL CONTRACTORS MUST ASSESS THE RISK FROM FALLING
OBJECTS AND USE CONTROLS TO PREVENT OR MINIMISE THE RISKS
THE CONTROLS CHOSEN MUST COMPLY WITH ANY REGULATORY
REQUIREMENTS.

DEMOLITION WORK AND ASBESTOS REMOVAL

DEMOLITION WORK OR ASBESTOS REMOVAL WORK (PRESCRIBED
ACTIVITIES) ARE NOW CONSIDERED AS CONSTRUCTION WORK.

PEOPLE PERFORMING THIS TYPE OF WORK MUST NOW COMPLY WITH
THE CONSTRUCTION RELATED REGULATIONS.

DEMOLITION WORK INCLUDES THE:
(a) DEMOLITION OR SYSTEMATIC DISMANTLING OF A BUILDING OR
OTHER STRUCTURE, OR PART OF A BUILDING OR OTHER STRUCTURE
(b) NOT INCLUDING THE SYSTEMATIC DISMANTLING OF A PART OF A
BUILDING OR OTHER STRUCTURE FOR ALTERATION, MAINTENANCE,
REMODELLING OR REPAIR

DEMOLITION WORK INVOLVING THE REMOVAL OF ASBESTOS
MATERIALS, INCLUDING FIBRO SHEETING, NEEDS EXTRA SAFETY
PRECAUTIONS.

ASBESTOS REMOVAL WORK MUST BE DONE IN ACCORDANCE WITH THE

NATIONAL CODE OF PRACTICE FOR THE SAFE REMOVAL OF
ASBESTOS 2ND EDITION [NOHSC:2002 (2005).

FLOOD HAZARD REQUIREMENTS:

FLOOD HAZARD AREA

AREAS SUBJECT TO FLOODING ARE TO COMPLY WITH QDC MP3.5 AND

THE NATIONAL FLOOD STANDARD, WHICH INCLUDES THE FOLLOWING:
+ STRUCTURAL ENGINEER TO PROVIDE CONFIRMATION THAT
THE FOOTING, SLAB AND SUBFLOOR HAS BEEN DESIGNED TO.
MEET FLOOD ACTIONS SPECIFIED IN SECTION 2.3 OF THE
NATIONAL FLOOD STANDARD.
+ STRUCTURAL ENGINEER TO SPECIFY THE NECESSARY
DURABILITY AND CORROSION PROTECTION OF MATERIALS
LOCATED BELOW THE DEFINED FLOOD HAZARD LEVEL, IN
ACCORDANCE WITH SECTION 2.8 OF THE FLOOD HAZARD CODE.
+ ELECTRICAL SWITCHES ARE TO BE PLACED ABOVE THE
FLOOD HAZARD LEVEL.
+ ELECTRICAL CONDUITS AND CABLES INSTALLED BELOW THE

FLOOD HAZARD LEVEL MUST BE WATERPROOFED OR PLACED

IN WATERPROOFED ENCLOSURES.

+ UTILITIES SUCH AS METERBOARDS, HOT WATER SYSTEMS
AND GAS BOTTLES ARE TO BE LOCATED ABOVE THE FLOOD
HAZARD LEVEL.
+ SANITARY DRAINAGE SYSTEM TO BE PROTECTED FROM
BACKFLOW USING A REFLUX VALVE FITTED BETWEEN THE
BUILDING AND SEWER CONNECTION POINT.

DRAINAGE DEFICIENT AREA

SITE TO BE FILLED AND GRADED TO LEVELS AS PER FIGURE 2 OF
SUNSHINE COAST REGIONAL COUNCIL'S FLOOD REPORT. LICENSED
BUILDING SURVEYOR TO PROVIDE EVIDENCE THAT THE MODIFIED SITE
SURFACE LEVELS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH
THE REPORT.

 

THs |S ACONPUTER GENERATED DRAWING, DO NOT auenD ey Hav, | AMENDMENTS
4. TH ul PI
2. THIS DRAWING SHOWS DESIGN INTENT ONLY. ALL DIMENSIONS AND | —e¥_DATE_DESCRPTION

PROJECT

ey FOR APPROVAL

 

SETOUTS ARE TO BE CHECKED ON SITE PRIOR TO CONSTRUCTION. A_ ]17.08.2023] ISSUE FOR BUILDING APPROVAL
3. ANY DISCREPANCIES OR OMISSIONS FOUND WITHIN THE DRAWINGS B | 14.01.2025 | PROJECT SCOPE ADJUSTMENTS:
[ARE TO BE REPORTED TO THE DESIGNER PRIOR TO CONSTRUCTION
4, DO NOT SCALE THIS DRAWING

COPYRIGHT:
(© GT GROUP BUILDING DESIGN. THESE DRAWINGS ARE PROTECTED BY
THE LAWS OF COPYRIGHT AND MAY NOT BE COPIED OR REPRODUCED
WITHOUT THE WRITTEN PERMISSION OF GT GROUP BUILDING DESIGN.

ce PROPOSED RESIDENTIAL ALTERATIONS AUG 2023
ce ADDRESS: PROJECT NO.
2/30 HASTINGS STREET, NOOSA HEADS QLD 4567 22008
[auor:¢s | awe

| ORIGINAL SHEET SIZE: A3 (420x207mm] GENERAL NOTES

DRAWING CREATED

‘SCALE @A3

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