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SUPERSEDED - Compiled Approved Plans - 51995.1534.03
Plans and drawings
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Log in to see the plans as drawn REQUIREMENTS FOR SUSTAINABLE BUILDINGS
APPLICABLE FOR ALL NEW CLASS 1 BUILDING & A SOLE-OCCUPANCY UNIT OF A NEW CLASS 2
ROOF BY OTHERS BUILDING, & RENOVATED BATHROOMS IN AN EXISTING CLASS 1 & A SOLE-OCCUPANCY UNIT
NOT PART OF THIS DESIGN OF AN EXISTING CLASS 2 BUILDING.
4800 50 REAR BOUNDARY
NEW TIMBER FLOOR FRAMING OVER ACCEPTABLE SOLUTIONS
MIN OFFSET TO MP1.4
TBC BY OTHERS SHOWER ROSES
GFL CH
REAR BOUNDARY 1. SHOWER ROSES TO BE AAA RATING WHEN ASSESSED AGAINST AS/NZ 6400:2004 OR
A3 STAR RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS)
2700
WATER SUPPLY
EXISTING BLINDING SLAB RETAINED 1. IN A SERVICE AREA FOR RETAIL WATER SERVICE UNDER THE WATER ACT 2000, THE WATER
RECESSED SPA SUPPLIED TO A NEW CLASS 1 BUILDING DOES NOT EXCEED PRESSURE LEVELS SET OUT IN
AS/NZ 3550.1:2003 & IF THE MAIN PRESSURE EXCEEDS OR COULD EXCEED 500 kPa, A
WATER PRESSURE LIMITING DEVICE IS INSTALLED TO ENSURE THAT THE MAXIMUM OPERATING
GFL PRESSURE AT THE OUTLET WITHIN THE BOUNDARIES OF THE PROPERTY DOES NOT EXCEED 500kPa.
GFL
0 RAINWATER TANKS
POST AND FOOTINGS BY ROOF
INSTALLER DESIGN TO AVOID 0 1. THE TANK CAPACITY TO BE AT LEAST 3000 LITRES WHERE USED FOR EXTERNAL USE ONLY, OR 5000
ALL SERVICES AND SUIT
LITRES WHERE USED FOR EXTERNAL & INTERNAL USE, UNLESS A MINIMUM CAPACITY HAS BEEN
SETBACK TO UTILITIES
1500 SPECIFIED BY THE LOCAL COUNCIL.
2. THE TANK MUST BE INSTALLED IN SUCH A WAY THAT IT RECEIVES THE RAINFALL FROM A ROOF
HOUSE DRAINAGE
ALIGNMENT AND DEPTH
CATCHMENT OF AT LEAST 50 SQ.M.
APPROX ONLY TBC 3. WHERE THE TANK(S) IS/ARE REQUIRED TO BE USED INTERNALLY, IT IS TO BE CONNECTED TO ALL
ON SITE EXISTING SEWER MAIN HOUSE DRAINAGE TOILET CISTERNS & TO WASHING MACHINE COLD TAPS.
DEPTH SHOWN CONCEPTUAL ONLY ALIGNMENT AND DEPTH
SECTION 1
EXISTING SEWER MAIN 4. PROVIDE SCREENED DOWNPIPE RAINHEAD TO ALL DOWNPIPES THAT CONNECT TO THE TANK(S).
APPROX ONLY TBC DEPTH SHOWN CONCEPTUAL ONLY
ON SITE THE SCREEN MESH TO HAVE OPENINGS NO SMALLER THAN 4mm & NO LARGER THAN 6mm
1 1 : 100 SECTION 3 5.
& DESIGNED TO SHED LEAVES.
THE TANK(S) TO BE PROVIDED WITH MOSQUITO-PROOF SCREENS OF BRASS, COPPER, OR
ALUMINIUM OR STAINLESS STEEL, WITH THE GAUZE NOT COARSER THAN 1mm APERTURE
3 1 : 100 6.
MESH: OR FLAP VALVES AT EVERY OPENING OF THE RAINWATER TANK.
IF A TANK IS PROVIDED WITH A MANHOLE, THE MANHOLE MUST HAVE A DIAMETER OF NO MORE
THAN 400mm & BE PROVIDED WITH A VERMIN TRAP.
TERMITE PROTECTION 7. PROVIDE FOR AN AUTOMATIC OR MANUAL INTERCHANGE DEVICE THAT ALLOWS ALTERNATE USE
OF THE WATER FROM THE TANK OR THE RETICULATED WATER SUPPLY MUST BE INSTALLED TO
ENSURE THAT THERE IS A CONTINUAL SUPPLY OF WATER FOR SANITARY FLUSHING & LAUNDRY USE.
PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH AS 3660.01 - 2000 8. A SUITABLE BACKFLOW DEVICE MUST BE INSTALLED TO PROTECT POTABLE WATER WITHIN THE
USING LICENSED CONTRACTOR. INSTALL A "PHYSICAL BARRIER" TO RETICULATED SUPPLY IN ACCORDANCE WITH AS/NZS 3500:2003 PLUMBING & DRAINAGE.
NEW DECK OVER EXISTING SLAB PERIMETER OF SLAB & TO ALL PENETRATIONS & PART B SPRAY IN
TO ENGINEERS DESIGN 9. POLYETHYLENE TANKS SHALL BE IN ACCORDANCE WITH ASNZS 4766 (int):2002 POLYETHYLENE
ACCORDANCE WITH AMENDMENT 8 OF BCA.
STORAGE TANKS FOR WATER & CHEMICALS.
900 POOL FENCE TO 10. GALVANISED STEEL SHEET TANKS SHALL BE IN ACCORDANCE WITH ASNZS 1397:2001 STEEL SHEET &
NCC REQUIREMENTS
STRIP - HOT-DIPPED ZINC-COATED OR ALUMINIUM/ZINC-COATED, & HAVE A MINIMUM COATING OF 550g/sq.m.
PRIVACY SCREEN ATTACHMENTS TO BUILDINGS: ATTACHMENTS TO BUILDING, SUCH AS 11. STAINLESS STEEL TANKS SHALL BE IN ACCORDANCE WITH ASTM A240/240M-05 STANDARD SPECIFICATION
GFL CH BETWEEN POSTS DOWNPIPES AND SERVICE PIPES SHALL HAVE A NOMINAL GAP, TO ALLOW FOR CHROMIUM-NICKEL STAINLESS STEEL PLATE, SHEET, & STRIP FOR PRESSURE VESSELS & FOR GENERAL
CLEAR AND UNINTERRUPTED INSPECTION ACROSS THE INSPECTION ZONE. APPLICATIONS.
2700 12. CONCRETE TANKS TO BE IN ACCORDANCE WITH AS3735:2001 CONCRETE STRUCTURES CONTAINING LIQUIDS.
200 SERIES BLOCK
WALL 60/60/60 FRW STRUCTURES SUCH AS STEPS, VERANDAHS, PORCHES, ACCESS RAMPS,
FINISHED ABOVE CARPORTS, TRELLISES, DECKS, HOT WATER SYSTEMS, AIR CONDITIONERS, RAINWATER TANK STANDS
LEVEL OF DECK SPA RECESSED OR SIMILAR, WHICH ARE NOT PROVIDED WITH ONE OF THE BARRIER 1. THE RAINWATER TANK STAND OR OTHER SUPPORTING STRUCTURE MUST COMPLY WITH ASNZS 1170.1:2002
500 WITH RETAINED SYSTEMS DESCRIBED IN THE PERMANENT, IMPOSED & OTHER ACTIONS & ASNZS 1170.2:2002 WIND ACTIONS.
EDGES ON 3 SIDES
GFL AS 3660.1-200, SHALL BE SEPARATED FROM THE BUILDING BY A GAP OF AT
VOLUME OF WATER USED IN TOILETS
LEAST 25mm, TO ALLOW CLEAR AND UNINTERRUPTED VISUAL INSPECTION
500
0 ACROSS THE INSPECTION ZONE. 1. IN A NEW CLASS 1 BUILDING & A SOLE-OCCUPANCY UNIT OF A NEW CLASS 2 BUILDING, & IN AN EXISTING
CLASS 1 BUILDING OR A SOLE-OCCUPANCY UNIT OF AN EXISTING CLASS 2 BUILDING WHERE TOILETS ARE
WHERE ATTACHMENTS OR STRUCTURES, AS OUTLINED ABOVE, ABUT A REPLACED, TOILET CISTERNS HAVE DUAL FLUSH CAPABILITY THAT DOES NOT EXCEED 4.5 LITRES ON FULL
BUILDING AND THERE IS NO CLEAR GAP, THEN A BARRIER SHALL BE FLUSH & 3 LITRES ON HALF FLUSH (4 STAR WELS RATED).
PROVIDED TO THE ATTACHMENT, REGARDLESS OF THE SIZE OF THE
ENERGY EFFICIENT LIGHTING
ATTACHMENT.
SECTION 2
HOUSE DRAINAGE
TO BE LOCATED AND 1. IN A NEW CLASS 1 BUILDING & A SOLE-OCCUPANCY UNIT OF A NEW CLASS 2 BUILDING, FLUORESCENT LIGHTS
OR COMPACT FLUORESCENT LIGHTS (CFLs) ARE USED IN 80% OF THE TOTAL FITTINGS. THE TOTAL
2
PROTECTED BRIDGING AND BREACHING.
AREA IS TO INCLUDE THE FLOOR AREA OF THE GARAGE, WHERE THE GARAGE IS ASSOCIATED WITH THE
CLASS 1 BUILDING OR SOLE-OCCUPANCY UNIT.
1 : 100 BARRIERS SHALL NOT BE BRIDGED BY STRUCTURES, FIXTURES OR FITTINGS
ATTACHED TO THE MAIN BUILDING ( E.G. HOT-WATER SYSTEMS, STEPS, HOT WATER SUPPLY
-
VERANDAHS ACCESS RAMPS CLADDINGS, CARPORTS, TRELLISES OR 1. IN A NEW CLASS 1 BUILDING, A HOT WATER SUPPLY IS PROVIDED BY:
APPROVED PLAN SIMILAR STRUCTURES), NOR SHALL THEY BE BREACHED BY THE
(a) A HEAT PUMP OR A SOLAR HOT WATER SUPPLY THAT IS ELIGIBLE TO RECEIVE:
CONTRACTOR TO CONFIRM ALL DIMENSIONS AND
LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS 51995.1534.03 INSTALLATION OF SERVICE ENTRY POINTS, DOWN PIPES, AN ADDITIONAL (i) IN A BUILDING WITH 3 OR MORE BEDROOMS, AT LEAST 22 RENEWABLE ENERGY CERTIFICATES
SLAB, PATHWAYS, LANDSCAPING, GARDENING, OR SIMILAR, UNLESS OR
INCLUDING BOUNDARY OFFSET DISTANCES AND COMPLIANCE.
ALL CONSTRUCTION TO COMPLY WITH THE RELEVANT
NOOSA COUNCIL ADDITIONAL BARRIERS ARE USED TO DETER CONCEALED ACCESS BY (ii) IN A BUILDING WITH 1 OR 2 BEDROOMS, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES: OR
AUSTRALIAN BUILDING CODE REQUIREMENTS 19 DECEMBER 2022 TERMITES TO THE STRUCTURE. (b) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING.
AND RELEVANT AUSTRALIAN STANDARDS.
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED IN
A
C
ORIGINAL PRELIMINARY ISSUE
REVIEW CHANGES #2
21.06.22
07.07.22
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court,
ELEVATIONS PROPOSED DECK & SPA WHOLE OR IN PART WITHOUR WRITTEN PERMISISON. c 2022. 222-079 F
Bli Bli Qld 4561 OWNER/S: SHEET No.:
D REVIEW CHANGES #3 DECK TO BDY 13.07.22 SCALE: DATE: SITE ADDRESS:
Mob 0438786080 UNIT 5 / 6 ADVANCE PLACE,
E
F
4.85m LONG ROOF BY OTHERS
60/60/60 FRW
30.08.22
19.09.22
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742
Email -
[email protected] 1:100 (A3) JUNE.2022 SUNRISE BEACH, QLD MR & MRS McINNES 5 OF -
Document Set ID: 22167849
Version: 1, Version Date: 09/11/2022
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