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SUPERSEDED - Compiled Approved Plans - 51995.1534.03
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APPROVED PLAN
51995.1534.01
NOOSA COUNCIL
20 JANUARY 2022
-
Proposed roofed patio
3.2m
5.0m
3.0m
3.2m
Plan No. Rev. Plan/Document Name Date
1 of 1 1 Site Plan, Prepared by Brennan Planning 24/11/2021
Document Set ID: 21976214
21716232
Version: 1, Version Date: 23/06/2022
30/11/2021
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Page 2
-
APPROVED PLAN
51995.1534.01
NOOSA COUNCIL
ELEVATION PLAN, 20/01/22 20 JANUARY 2022
-
Document Set ID: 21976214
21716232
Version: 1, Version Date: 23/06/2022
30/11/2021
Page 3
N O RT H
900
ADVANCE PLACE
50
PROPOSED
EXISTING COVERED DECK
RESIDENCE 1500 APPROX (roof by others)
UNIT 5 TO SEWER
PROPOSED
SPA
RPD
LOT 5 on BUP 104876 -
AREA = 73 sqr.m. APPROVED PLAN
51995.1534.03
CONTRACTOR TO CONFIRM ALL DIMENSIONS AND
LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS
INCLUDING BOUNDARY OFFSET DISTANCES AND COMPLIANCE. OVERALL SITE PLAN NOOSA COUNCIL
19 DECEMBER 2022
ALL CONSTRUCTION TO COMPLY WITH THE RELEVANT SCALE 1:200
AUSTRALIAN BUILDING CODE REQUIREMENTS
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,
SITE PLAN 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] 1:200 (A3) JUNE.2022 SUNRISE BEACH, QLD MR & MRS McINNES 2 OF -
Document Set ID: 22167849
Version: 1, Version Date: 09/11/2022
Page 4
N O RT H
2 MIN OFFSET O SEWER TO MP1.4 REQUIREMENTS
300 HIGH APPROX x 200 WIDE
SHEET 05 ROOF OVER NEW DECK FRAMING INCLUDING CORE FILLED BLOCK WALL
EXISTING SLAB ON GROUND SUPPORTING POSTS BY OTHERS INCLUDING 60/60/60 WITH FOOTING
RETAINED WITH NEW DECK OFFSET TO EXISTING SEWER AND BOUNDARIES
FIXED OVER 2
4800 roof 50 FOOTING LOCATIONS BY
EDGE OF DECK FRAMING TO SHEET 05 ROOF DESIGNER TO AVOID
SUSPEND OVER END OF EXISTING SLAB ON GROUND SEWER AND HOUSE DRAINAGE
200 WIDE BLOCK 60/60/60 FRW by others MIN EXISTING BLINDING SLAB WITH WITH NEW DECK FRAMING SERVICES AND OFFSETS TO
ON BOUNDARY TO NCC REQUIREMENTS
ABOVE
3600 deck NEW POSTS IN FOOTINGS AND UNITYWATER REQUIREMENTS
BEARER TO SUIT
0 300
APPROX BOUNDARY APPROX BOUNDARY
300
900
900
EXISTING CUT EXCAVATION TO OPTIONAL EXTRA POST AND
FINAL GATE LOCATION TBC BE FILLED AND GRADED TO SUIT FOOTING TO REDUCE BEARER
ON SITE BY INSTALLER TO DECK ABOVE AND LANDSCAPING SIZE
NCC REQUIREMENTS BY OWNERS
21.18 SGD
3700
3100
4.58 m
1 PROPOSED 1
COVERED DECK
SHEET 05 ALL DIMENSIONS TO BE ADJUSTED SHEET 05
TO SUIT FINAL ROOF STRUCTURE
BY OTHERS
REFER DRAINAGE PLAN FOR
REFER DRAINAGE PLAN FOR
DN 100 HOUSE DRAINAGE
DN 100 HOUSE DRAINAGE
APPROX BOUNDARY
POOL FENCE
EXISTING EXISTING SLAB
GATE
900
POSTS FOR ROOF OVER BY OTHERS ON GROUND
LOCATION & DEPTH
LOCATION & DEPTH
RESIDENCE 12.15 SW
POOL FENCE
APPROX SEWER MAIN LOCATION
APPROX SEWER MAIN LOCATION
INCLUDING LOCATION PROXIMITY TO
SEWER MAIN AND HOUSE DRAINAGE
SERVICES. DECK FLOOR FRAMING
POOL FENCE
3 3
TO BE SUPPORTED BY SAME POSTS
1800
RECESSED 500mm
SHEET 05 DESIGNED BY OTHERS TO SUIT DECK SHEET 05 RECESSED
1200 SPA LOADING
APPROX BOUNDARY
SPA
OPEN WALKWAY
BETWEEN HOUSE fence
AND POOL FENCE
TO NCC REQ.
820
DN 100 HOUSE DRAINAGE DN 100 HOUSE DRAINAGE
REFER DRAINAGE PLAN FOR REFER DRAINAGE PLAN FOR
2800
LOCATION & DEPTH LOCATION & DEPTH
100 100
1145 2255
1000 1500
700
APPROX BOUNDARY APPROX BOUNDARY
EXISTING GARDEN 500/600 HIGH CUT RETAINING WALL
SELECT SPA POOL PARTIALLY ON 3 SIDES TO RETAIN SPA
SHED RELOCATED
RECESSED IN 500 DEEP RETAINED CUT RECESS EDGES (LANDSCAPING ONLY
TO SUIT
EXCAVATION (FREE DRAINING TO REAR OF SITE)
1290 1800 1710 1500 WITH DECK TO RETAINED EDGES. SPA EXCAVATION
GENERALLY 'H' GALV UPRIGHTS IN FOOTINGS
WITH HWD OR CONCRETE SLEEPER INSERTS)
SELECT PRIVACY SCREEN TBC ON SITE TO AVOID CLASH WITH EXISTING
2.4m MIN HIGH FIXED BETWEEN HOUSE DRAINAGE
SUPPORTING POSTS AND
OPEN PERGOLA FRAMING ABOVE
PROPOSED DEVELOPMENT PARAMETERS
DECK = 16 sqr.m.
PROPOSED FLOOR PLAN PROPOSED SUB-FLOOR PLAN
TOTAL BUILDING AREA = 16 sqr.m. SCALE 1:100(A3) SCALE 1:100(A3)
-
APPROVED PLAN
CONTRACTOR TO CONFIRM ALL DIMENSIONS AND
LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS
51995.1534.03
INCLUDING BOUNDARY OFFSET DISTANCES AND COMPLIANCE. NOOSA COUNCIL
ALL CONSTRUCTION TO COMPLY WITH THE RELEVANT
AUSTRALIAN BUILDING CODE REQUIREMENTS
19 DECEMBER 2022
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,
GROUND FLOOR PLAN 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 3 OF -
Document Set ID: 22167849
Version: 1, Version Date: 09/11/2022
Page 5
GENERAL NOTES:
ROOF OVER VERANDAH BY OTHERS
NEW ROOF BY 1. This structure has been designed in accordance with the
OTHERS PRIVACY SCREEN BETWEEN POSTS
TO SCREEN TO NEIGHBOURING UNIT
current editions of the Building Code of Australia (NCC-2022)
TO COUNCIL REQUIREMENTS and the Queensland Building Act - Standard Building Law,
2. All building work shall comply with the current editions of
the relevant Australian and New Zealand Standards and other
documents as called up in the NCC-2022.
GFL CH GFL CH
3. Unless stated otherwise, all materials shall be as listed in
2700 2700 the Accredited Building Products Register.
GFL GFL 4. The builder shall check and verify all dimensions, fixings,
fittings and finishes before commencement of works.
0 0
5. Reduced levels (RL's) and ground contours as shown have
POOL FENCING not been measured by the author of these documents and may
AROUND SPA GARDEN SHED
only indicate the approximate general shape of the terrain and
NORTH ELEVATION SOUTH ELEVATION heights of the various building elements. Unless stated other-
wise, actual accurate levels shall be determined either by the
SCALE 1:100(A3) SCALE 1:100(A3) builder or a land surveyor prior to commencement.
6. Written dimensions as show on the drawings take pre-
cedence. DO NOT SCALE DIRECT FROM THE DRAWINGS!. In the
event that questions arise, discrepancies or errors are
noticed, please do not proceed with the work without
requesting further instructions from the builder and/or the
building designer.
7. Construction must not vary from these drawings without
the written approval of the owner/s, licensed certifier and
the building designer.
8, Unless stated otherwise, these drawings have been prep-
ared either for client approval, planning approval or building
permit approval only. No responsibilty will be accepted by
the building designer for drawings or further construction (shop)
drawings prepared by others.
ROOF AND STRUCTURE BY OTHERS
9. Any anchor rods/bolts and roof truss tie-down details
shown are for standard trusses only. The builder shall obtain
-
tie-down details for any non-standard trusses such as hips,
APPROVED PLAN GFL CH girders, valleys etc. from the truss manufacturer or struct-
ural engineer. This information shall be made available to
51995.1534.03 2700 the Local Government or Licensed Certifier at the time of
NOOSA COUNCIL GFL
NEW DECK OVER EXISTING SLAB
TO ENGINEERS DESIGN lodgement of the Building Permit Application.
19 DECEMBER 2022
0 200 SERIES BLOCK WALL 60/60/60 FRW 10. Refer to the structural and/or geochemical engineering
ON BOUNDARY FINISHED ABOVE TOP OF
DECK FLOOR LEVEL
report/s for footings and slab details not shown.
RECESSED SPA WITH NATURAL GROUND BATTERED
DECK EDGE AND PRIVACY SCREEN AND LANDSCAPED 11. Unless stated otherwise, rainwater discharge either shall
be directed to the road kerb or dispersed within the prop-
CONTRACTOR TO CONFIRM ALL DIMENSIONS AND
LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS EAST ELEVATION erty boundaries to Local Government requirements.
INCLUDING BOUNDARY OFFSET DISTANCES AND COMPLIANCE. SCALE 1:100(A3)
ALL CONSTRUCTION TO COMPLY WITH THE RELEVANT
AUSTRALIAN BUILDING CODE REQUIREMENTS
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,
MR & MRS McINNES 4 OF -
E 4.85m LONG ROOF BY OTHERS 30.08.22 DESIGN DRAFTING
Gagman Pty Ltd Email -
1:100 (A3) JUNE.2022 SUNRISE BEACH, QLD
F 60/60/60 FRW 19.09.22 QBCC No 1261742 [email protected]
Document Set ID: 22167849
Version: 1, Version Date: 09/11/2022
Page 6
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