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BISHOP_250522_TENDER SET_compressed (1) · EXE25/0028
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RENOVATION & ADDITION TO EXISTING RESIDENCE DRAWING LIST
AT NO. SHEET REV.
A000 COVER SHEET P4
PROPERTY DETAILS A001 NOTES AND LEGENDS P2
A010 EXISTING SITE PLAN P4
ADDRESS: A012 PROPOSED SITE PLAN P5
A100 EXISTING DEMOLITION PLAN P4
RP DATA: LOT 9 ON SP337801 A101 EXISTING FLOOR PLAN WITH DEMO & NEW DWELLING OVERLAY P3
SITE AREA: 215048.84 m2 A105 GENERAL ARRANGEMENT FLOOR PLAN - LOWER GROUND P3
A106 PROPOSED LOWER GROUND FLOOR PARTITION PLAN P1
BUILDING CLASS: 1
A110 GENERAL ARRANGEMENT FLOOR PLAN - GROUND P5
CONSTRUCTION TYPE C A111 PROPOSED GROUND FLOOR PARTITION PLAN P2
CLIMATE ZONE 2 A112 PROPOSED ROOF PLAN P4
WIND REGION TBC A114 EXISTING ROOF PLAN P4
SOIL CLASSIFICATION TBC A120 REFLECTED CEILING PLAN P4
A121 REFLECTED CEILING PLAN LOWER GROUND FLOOR P3
CORROSION ENVIRONMENT: LOW
A130 ELECTRICAL PLAN P2
A131 ELECTRICAL PLAN LOWER GROUND FLOOR P2
A210 PROPOSED ELEVATIONS P4
A211 PROPOSED ELEVATIONS SHEET 2 OF 2 P4
A212 PROPOSED ELEVATIONS P2
A213 EXISTING ELEVATIONS AND DEMOLITION P4
A214 EXISTING ELEVATIONS & DEMOLITION P4
A220 PROPOSED SECTIONS SHEET 1 OF 4 P3
A221 PROPOSED SECTIONS SHEET 2 OF 4 P4
A222 PROPOSED SECTIONS SHEET 3 OF 4 P3
A223 PROPOSED SECTIONS SHEET 4 OF 4 P1
A230 WALL SECTIONS P2
A240 DETAIL SECTIONS P2
A720 DOOR & WINDOW SCHEDULE SHEET 1 OF 3 P1
A721 DOOR AND WINDOW SCHEDULE SHEET 2 OF 3 P1
N A722 DOOR & WINDOW SCHEDULE SHEET 3 OF 3 P1
A900 PERSPECTIVES SHEET 1 OF 2 P3
A901 PERSPECTIVES SHEET 2 OF 2 P3
EXISTING BUILDINGS ON SITE - AERIAL VIEW
REAR PERSPECTIVE VIEW
N
BUSHFIRE ATTACK ASSESSMENT BAL19
PLEASE REFER TO NORTH COAST ENVIRONMENTAL SERVICES
REPORT DATED DEC. 2022
CONSTRUCTION IS TO COMPLY WITH AS 3959 - 2018, AS 1530.8.1
AND THE NCC 'CONSTRUCTION IN BUSHFIRE PRONE AREAS'
EXISTING SITE - AERIAL VIEW PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 EXISTING CONDITIONS 27/06/25 COVER SHEET
22/05/2025 2:28:51 PM
P2 ISSUED FOR STRUCTURAL COORD 25/02/25
USE ONLY FIGURED DIMENSIONS P3 REVISED ISSUE FOR STRUCT. COORD 26/03/25
DO NOT SCALE OF DRAWINGS. P4 ISSUE FOR TENDER 22/05/25 Drawn: Checked: KW REV
COPYRIGHT ADRIAN RAMSAY CLIENT
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
@ A2
DRAWING NUMBER
A000
P4
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
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Section 2
GENERAL NOTES COMPLIANCE NOTES COMPLIANCE NOTES CONTINUED COMPLIANCE NOTES CONTINUED COMPLIANCE NOTES CONTINUED
ALL WORKS TO COMPLY WITH THE BUILDING ACT 1975, ALL WORKS MUST EITHER COMPLY WITH THE CLADDING INSULATION LIVEABLE HOUSING (NEW HOMES ONLY)
THE NATIONAL CONSTRUCTION CODE (NCC)2022, THE PERFORMANCE SOLUTIONS SET OUT IN THE NCC 2022 METAL AND PLASTIC SHEET ROOF AND WALL CLADDING THERMAL INSULATION TO BE SELECTED AND INSTALLED DWELLING ACCESS TO COMPLY WITH PART 1 OF THE
QUEENSLAND DEVELOPMENT CODE, LOCAL AUTHORITY AND STATED BELOW, OR ACHEIVE THE SAME TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IN ACCORDANCE WITH AS/NZS 4859, PART 13.2 OF THE LIVEABLE HOUSING DESIGN STANDARD.
REQUIREMENTS, AND ALL RELEVANT AUSTRALIAN PERFORMANCE REQUIREMENTS THROUGH COMPLYING AS/NZS 1562, PART 7.2 OF THE ABCB HOUSING ABCB HOUSING PROVISIONS AND MANUFACTURER'S DWELLING ENTRY TO COMPLY WITH PART 2 OF THE
STANDARDS. ANY OUTDATED STANDARDS LISTED IN WITH THE DEEMED-TO-SATISFY SOLUTIONS AS DETAILED PROVISIONS, AND MANUFACTURER'S DETAILS AND DETAILS AND SPECIFICATIONS. LIVEABLE HOUSING DESIGN STANDARD.
THESE NOTES ARE TO BE TAKEN TO REFER TO THE IN RELEVANT SECTIONS OF THE NCC 2022. SPECIFICATIONS. INTERNAL DOORS AND CORRIDORS TO COMPLY WITH
CURRENT EDIDITION. METAL DOWNPIPES AND RAINWATER FITTINGS TO BE HEALTH AND AMENITY PART 3 OF THE LIVEABLE HOUSING DESIGN STANDARD.
STRUCTURE MANUFACTURED, SELECTED AND INSTALLED IN INSTALL BUILDING MEMBRANES TO ALL NEW EXTERNAL THE GROUND OR ENTRY LEVEL OF A DWELLING MUST
CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO ALL NEW STRUCTURAL INSTALLATIONS SHOULD BE IN ACCORDANCE WITH AS/NZS 2179 AND PART 7.4 OF THE WALLS IN ACCORDANCE WITH AS/NZS 4200 AND PART HAVE AT LEAST ONE SANITARY COMPARTMENT, WHICH
COMMENCING WORKS. COMPLETE SET OUT OF THE ACCORDANCE WITH AS/NZS 1170 AND PART 2.2 OF THE ABCB HOUSING PROVISIONS. UPVC DOWNPIPES AND 10.8 OF THE ABCB HOUSING PROVISIONS. IS TO COMPLY WITH PART 4.2 OF THE LIVEABLE HOUSING
WORKS AND REPORT AND CLARIFY DISCREPANCIES TO ABCB HOUSING PROVISIONS. THE STRUCTURAL RAINWATER FITTINGS TO BE MANUFACTURED, ALL MECHANICAL INSTALLATIONS ARE TO BE IN DESIGN STANDARD, AND PART 6 WHERE RELEVANT.
THE DESIGNER PRIOR TO COMMENCING WORKS. INTEGRITY OF THE EXISTING BUILDING TO BE SELECTED AND INSTALLED IN ACCORDANCE WITH AS ACCORDANCE WITH AS 1668 AND PART 10.8 OF THE AT LEAST ONE SHOWER MUST COMPLY WITH PART 5.2
ADEQUATELY MAINTAINED DURING CONSTRUCTION. 1273 AND PART 7.4 OF THE ABCB HOUSING PROVISIONS. ABCB HOUSING PROVISIONS. OF THE LIVEABLE HOUSING DESIGN STANDARD, AND
FIGURED DIMENSIONS TAKE PRECEDENCE. DO NOT METAL ROOF AND WALL CLADDING TO HAVE SANITARY COMPARTMENTS TO BE CONSTRUCTED IN PART 6 WHERE RELEVANT.
SCALE OFF DRAWINGS. SITE WORKS PROTECTIVE COATING APPROPRIATE TO ENVIRONMENT ACCORDANCE WITH PART 10.4 OF THE ABCB HOUSING
REFER TO SITE SPECIFIC SOIL REPORTS OR CLASSIFY CONDITIONS IN ACCORDANCE WITH AS 1397 AND PART PROVISIONS. SUSTAINABLE HOUSING REQUIREMENTS
CHECK SERVICES DRAWINGS INCLUDING HYDRAULIC, THE SITE IN ACCORDANCE WITH PART 4.2 OF THE ABCB 7.2 OF THE ABCB HOUSING PROVISIONS. THERMAL PERFORMANCE OF THIS BUILDING CAN BE
MECHANICAL AND ELECTRICAL FOR SET OUT AND SIZING HOUSING PROVISIONS AND AS 2870. ENSURE MATERIAL COMPATIBILITY BETWEEN METALS FIRE SAFETY SATISFIED AS PER NCC VOL 2 SPECIFICATION 42, BY
OF SERVICES AND DUCTS WHERE APPLICABLE. NECESSARY EARTHWORKS TO BE UNDERTAKEN IN SUITABLE TO ENVIRONMENT CONDITIONS IN SMOKE ALARMS TO BE DESIGNED, INSTALLED AND ACHEIVING A MIN. ENERGY EFFICIENCY STAR RATING OF
ACCORDANCE WITH PART 3.2 OF THE ABCB HOUSING ACCORDANCE WITH PART 7.2 OF THE ABCB HOUSING CERTIFIED IN ACCORDANCE WITH AS 3786 AND PART 9.5 7 STARS, OR 6.5 IF IT HAS AN OUTDOOR LIVING AREA
COORDINATE ALL CONSULTANT DOCUMENTATION AND PROVISIONS. PROVISIONS. OF THE ABCB HOUSING PROVISIONS. SYSTEMS TO BE COMPLYING WITH SPECIFICATION 42 PART C2 , OR BY
IDENTIFY AND CLARIFY DISCREPANCIES WITH RELEVANT ALL NEW EXTERNAL WORKS TO DIVERT SURFACE WATER POWERED FROM CONSUMER MAINS POWER SOURCE COMPLYING WITH THE FOLLOWING PARTS OF THE ABCB
CONSULTANTS PRIOR TO COMMENCING RELATED FROM BUILDINGS AND STRUCTURES TO DISCHARGE TIMBER CLADDING TO BE SELECTED AND INSTALLED IN AND INTERCONNECTED WHERE THERE IS MORE THAN HOUSING PROVISIONS—
WORKS. POINTS COMPLIANT WITH PART 3.3 OF THE ABCB ACCORDANCE WITH PART 7.5 OF THE ABCB HOUSING ONE ALARM. PART 13.2, FOR THE BUILDING FABRIC; AND
HOUSING PROVISIONS. PROVISIONS AND MANUFACTURER'S SPECIFICATIONS. PORTABLE FIRE EXTINGUISHERS AND BLANKETS TO BE PART 13.3, FOR THE EXTERNAL GLAZING AND SHADING;
CHECK ONSITE DIMENSIONS PRIOR TO FABRICATION OF FIBRE CEMENT BOARD AND SHEET CLADDING AND PROVIDED DURING CONSTRUCTION IN ACCORDANCE AND
WINDOWS, DOORS AND JOINERY. SLABS AND FOOTINGS LINING TO BE SELECTED AND INSTALLED IN WITH AS 2444. PART 13.4, FOR BUILDING SEALING; AND
CONCRETE SLABS AND FOOTINGS, INCLUDING STEEL ACCORDANCE WITH PART 7.5 OF THE ABCB HOUSING ELECTRICAL INSTALLATIONS TO BE UNDERTAKEN IN PART 13.5, FOR CEILING FANS.
REFER TO BUILDING APPROVAL FOR SPECIFIC REINFORCEMENT, TO BE DESIGNED, INSTALLED AND PROVISIONS, AS/NZS 2908, AS/NZS 1859 AND ACCORDANCE WITH AS 3000. ENERGY EFFICIENT (E.E.) LIGHTING:
CONDITIONS AND ADDITIONAL REQUIREMENTS. CERTIFIED IN ACCORDANCE WITH AS 2870 AND SECTION MANUFACTURERS SPECIFICATIONS. A MINIMUM OF 80% OF TOTAL FIXED INTERIOR
4.2 OF THE ABCB HOUSING PROVISIONS. PARTICLEBOARD FLOORING TO BE INSTALLED IN PLUMBING AND DRAINAGE ARTIFICIAL LIGHTING TO THE DWELLING AND ATTACHED
ALL NEW SERVICES TO CONNECT TO EXISTING ON SITE ACCORDANCE WITH AS 1860 AND NCC 2022 H1. PLUMBING AND DRAINAGE INSTALLATIONS INCLUDING GARAGE SHALL BE ENERGY EFFICIENT LIGHTING TO
UTILITIES. CONFIRM SUITABILITY AND CAPACITY PRIOR REINFORCED CONCRETE WATER SERVICES, SANITARY DRAINAGE AND COMPLY WITH QDC MP4.1.
TO COMMENCING WORKS. CONCRETE AND CONCRETE STRUCTURES TO BE GLAZING STORMWATER DRAINAGE TO BE INSTALLED IN TAPWARE:
MANUFACTURED, DESIGNED AND INSTALLED IN GLASS AND GLAZING TO BE SELECTED AND INSTALLED ACCORDANCE WITH AS/NZS 3500 AND PARTS 3.3 AND 7.4 ALL SHOWER HEADS AND TAPWARE TO LAUNDRY TUBS,
ALL PROPIETARY MATERIALS SHALL BE USED AND FIXED ACCORDANCE WITH AS 3600. IN ACCORDANCE WITH AS 1288 AND PART 8.4 OF THE OF THE ABCB HOUSING PROVISIONS. INSTALLATIONS TO KITCHEN SINKS AND
STRICTLY IN ACOORDANCE WITH MANUFACTURER'S ABCB HOUSING PROVISIONS. ACCOMMODATE FOR POTENTIAL MOVEMENT OF SOIL. BASINS MUST HAVE A MINIMUM 3-STAR WATER
WRITTEN INSTRUCTIONS FOR USE UNDER THE MASONRY WINDOWS AND EXTERNAL GLAZED DOORS ARE TO BE REFER TO SOIL REPORTS FOR CLASSIFICATION. EFFICIENCY LABELLING AND STANDARDS RATING, TO
CONDITIONS APPLICABLE. PROVIDE DAMP PROOF COURSES AND FLASHINGS TO DESIGNED, MANUFACTURED AND INSTALLED IN HOT WATER RETICULATION SHALL BE TEMPERATURE COMPLY WITH QDC MP4.1.
NEW MASONRY WALL INSTALLATIONS IN ACCORDANCE ACCORDANCE WITH AS 2047 AND PART 8.2 OF THE ABCB CONTROLLED TO 50ºC OR BELOW TO BATHS SHOWERS TOILETS:
SURFACE WATER DRAINAGE MUST BE PREVENTED FROM WITH AS/NZS 2904, AND PARTS 5.7.4 AND 12.3 OF THE HOUSING PROVISIONS. AND BASINS IN ACCORDANCE WITH AS 3500. TOILET CISTERNS MUST HAVE DUAL FLUSH CAPABILITY
ENTERING THE BUILDING WITH FGL SLOPING AWAY FROM ABCB HOUSING PROVISIONS. GLAZED PANELS CAPABLE OF BEING MISTAKEN FOR AND HAVE A MINIMUM 4-STAR WATER EFFICIENCY
THE BUILDING AND FINISHED SLAB LEVELS MASONRY STRUCTURES TO BE DESIGNED AND INSTALLED UNOBSTRUCTED OPENINGS ARE TO BE MADE TERMITE RISK MANAGEMENT LABELLING AND STANDARDS RATING
IN ACCORDANCE WITH AS 3700 AND PART 5 OF THE ABCB APPARENT WITH PERMANENT DECALS OR VISION TERMITE MANAGEMENT BARRIERS AND INSTALLATIONS TO COMPLY WITH QDC MP4.1.
ABBREVIATION ON DRAWING SHEETS NOTED AS NCC. HOUSING PROVISIONS. MASONRY STRUCTURES IN SMALL STRIPS TO INDICATE ITS PRESENCE. TO BE DESIGNED AND INSTALLED TO AREAS WITHIN RAINWATER TANKS:
DENOTES NATIONAL CONSTRUCTION CODE FORMALLY BUILDINGS TO BE DESIGNED AND INSTALLED IN GARAGE AND LARGE PANEL DOORS TO BE DESIGNED PROPOSED WORKS IN ACCORDANCE WITH AS 3660, AS A RAINWATER TANK WITH A MINIMUM STORAGE
KNOWN AS BCA - BUILDING CODE 0F AUSTRALIA ACCORDANCE WITH AS 4773 AND PART 5 OF THE ABCB AND INSTALLED IN ACCORDANCE WITH AS/NZS 4505 AND 2870, AND PART 3.4 OF THE ABCB HOUSING CAPACITY OF 5000 LITRES MUST BE INSTALLED TO AS
HOUSING PROVISIONS. PART 2.2 OF THE ABCB HOUSING PROVISIONS. PROVISIONS. 3500 - PLUMBING AND DRAINAGE AND AS
PER QDC MP4.2 AND LOCAL AUTHORITY REQUIREMENTS.
FRAMING WATERPROOFING WORKPLACE HEALTH AND SAFETY
TIMBER FRAMED CONSTRUCTION SHOULD BE DESIGNED WET AREAS TO BE WATERPROOFED IN ACCORDANCE BUILDER SHALL COMPLY WITH ALL WORKPLACE HEALTH
AND INSTALLED IN ACCORDANCE WITH AS1684 AND NCC WITH AS 3740 AND PART 10.2 OF THE ABCB HOUSING AND SAFETY REQUIREMENTS REQUIRED BY
2022 PART H1D6. PROVISIONS. LEGISLATION FOR THE CONSTRUCTION OF THE
TIMBER STRUCTURES ARE TO BE DESIGNED IN EXTERNAL WATERPROOFING MEMBRANES TO BE DWELLING AND SHALL ASSESS ALL WORKPLACE HEALTH
ACCORDANCE WITH AS 1720.1 AND NCC 2022 PART H1D6. DESIGNED AND INSTALLED IN ACCORDANCE WITH AS AND SAFETY ISSUES BEFORE COMMENCEMENT OF
NAILPLATE TIMBER ROOF TRUSSES TO MANUFACTURERS 4654 AND NCC 2022 PART H2. CONSTRUCTION AND LIAISE WITH THE DESIGNER IF
DETAILS AND AS 1720.5. NECESSARY TO AVOID/MINIMISE RISKS DURING
STAIRWAY AND RAMP CONSTRUCTION CONSTRUCTION.
STEEL FRAMED CONSTRUCTION SHOULD BE DESIGNED SLIP RESISTANCE OF LANDINGS, STAIRS AND RAMPS TO
AND INSTALLED IN ACCORDANCE WITH AS/NZS 4600 AND BE IN ACCORDANCE WITH PART 11.2 OF THE ABCB
NCC 2022 PART H1D6. STEEL STRUCTURES TO BE HOUSING PROVISIONS AND AS 4586.
DESIGNED, INSTALLED AND CERTIFIED IN ACCORDANCE
WITH AS 4100 AND NCC 2022 PART H1D6.
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 EXISTING CONDITIONS 27/06/25 NOTES AND LEGENDS
22/05/2025 2:28:52 PM
P2 ISSUE FOR TENDER 22/05/25
USE ONLY FIGURED DIMENSIONS
DO NOT SCALE OF DRAWINGS. Drawn: Checked: KW REV
COPYRIGHT ADRIAN RAMSAY CLIENT
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 100 @ A2
DRAWING NUMBER
A001
P2
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
Section 3
EXISTING WATER TANKS TO BE RETAINED AND
RELOCATED
EXISTING CARPORT TO BE FULLY DEMOLISHED EXISTING REAR DECK FLOOR FRAMING TO BE
EXISTING WATER TANKS TO RETAINED
GARAGE ROOF COLLECTION
EXISTING SEPTIC TANK
2 X ROOF VENTILATION
WHIRLY BIRDS TO BE REUSED.
BUILDER TO CONFIRM AFTER
INSPECTION DURING
DEMOLITION
EXISTING
CARPORT
ELECTRICITY EXISTING COVERED DECK
BOX EXISTING POOL FENCE
EXISTING POOL FENCE
EXISTING POOL FENCE
EXISTING DECK
NO WORKS PROPOSED
ALL EXISTING ROOF SHEETING TO BE REMOVED.
COVERED DECK
EXTENT OF ROOF TRUSSES TO BE RETAINED FOR
EXISTING GARAGE
DWELLING
NEW ROOF EXTENTS TO BE AS PER ROOF TRUSS
EXISTING
EXISTING
MANUFACTURERS & BUILDERS RECOMMENDATIONS.
NEW ROOF PITCH TO MATCH EXISTING EXISTING DWELLING EXISTING POOL
EXISTING POOL FENCE
EXISTING COVERED DECK EXISTING COVERED DECK
EXISTING DECK TO BE RETAINED, WITH SOME MINOR WORKS TO SQUARE UP TO NEW
BUILDING ADDITION EXTENT
UP
EXISTING DECK FLOOR FRAMING TO BE EXISTING DECK FLOOR FRAMING TO BE
RETAINED AND MADE GOOD TO ALLOW FOR RETAINED AND MADE GOOD TO ALLOW FOR EXISTING POOL TO BE RETAINED
NEW FLOOR FINISH AND DECK ADDITION NEW FLOOR FINISH AND DECK ADDITION
ALL EXISTING STAIRS TO BE DEMOLISHED.
EXISTING SITE PLAN
1 1 : 200
EXISTING DRIVEWAY
NO WORKS PROPOSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 EXISTING CONDITIONS 27/06/25 EXISTING SITE PLAN
22/05/2025 2:28:54 PM
P2 ISSUED FOR STRUCTURAL COORD 25/02/25
USE ONLY FIGURED DIMENSIONS P3 REVISED ISSUE FOR STRUCT. COORD 26/03/25
DO NOT SCALE OF DRAWINGS. P4 ISSUE FOR TENDER 22/05/25 Drawn: TD Checked: AR REV
N
COPYRIGHT ADRIAN RAMSAY CLIENT
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 200 @ A2
DRAWING NUMBER
A010
P4
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
Section 4
EXISTING VEHICLE PATH
RL 105660 RL 105500
RL 105827 LEVELS SHOWN RL 105795 SITE NOTES
RL 105695 RL 105945 RL 105820 1. GENERAL
TOW DO NOT SCALE OFF PLAN, FIGURED
DIMENSIONS TAKE PREFERENCE.
BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS ON PLAN PRIOR TO
TOW VARIES
PUMP WATER CONSTRUCTION.
TOW VARIES
SHED WATER WATER WATER TANK ALL SERVICES AND MANHOLES MUST BE
TANK TANK TANK 47750L LOCATED AND IDENTIFIED PRIOR TO CONSTRUCTION.
47750L 47750L 47750L TOW
CONTOURS AND LEVELS SHOWN ON THE
RL 108000 PLAN ARE INDICATIVE ONLY, AS SUPPLIED
FFL RL 106000 CONCRETE SLAB BY CONTOUR SURVEYOR. NO
RETAINING DESIGN RESPONSIBILITY IS TAKEN FOR ACCURACY OF LEVELS.
W ALL AS REQUIRED BY CIVIL ENGINEER 2. SITE SETOUT
LOCATION OF BOUNDARIES TO BE
10850
0 CONFIRMED BY SURVEYOR/ BUILDER PRIOR
LANDSCAPING STAIR ACCESS TO WATER 10900 TO SETOUT. IT IS RECOMMENDED THAT A
0
TANKS. CONFIRM SETOUT ON SITE. LICENSED SURVEYOR BE ENGAGED TO
NOMINAL STAIR SHOWN 167MM RISER AND
300MM WIDE TREADS, LANDINGS 750MM 10950
0
SETOUT THE BUILDING.
BETWEEN STAIR RUNS. ALL BOUNDARY CLEARANCES SHOWN TO
6M HIGH BETWEEN WATER TANK LEVEL &
TOP OF STAIR RUN
11000
0 BE VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF CONSTRUCTION. ANY
11050
0 VARIATION TO SETOUT DIMENSIONS MUST
111
REMAIN WITHIN COUNCIL REQUIREMENTS.
000 3. EARTHWORKS
EXISTING 111 GROUND LEVELS, FINISHED FLOOR LEVELS,
500 SITE WORKS AND RETAINING WALLS ARE
DRAIN FENCE
INDICATIVE ONLY AND SHALL BE CONFIRMED ON SITE PRIOR TO
SWALE EXTENT
NEW SEPTIC CONSTRUCTION.
RETAINING REQUIRED TO EXCAVATION FOR NEW BUILDING LOCATION TANK 11
ALL EARTHWORKS SHALL COMPLY WITH
PART 3.2 OF THE ABCB HOUSING PROVISIONS AND RELEVANT COUNCIL
PROPOSED DRIVEWAY. ADDITIONS AT LOWER GROUND
15
00
LEGISLATION.
11
EXISTING FENCE EXTENT
20
FLOOR LEVEL TO CONTINUE TO SOIL EROSION AND SEDIMENT CONTROL TO
00
NOMINAL 100 SQM SHOWN FOR NEW THIS EXTENT AT A MINIMUM CHICKEN COUP EXISTING BE INSTALLED BY BUILDER AS PER LOCAL
AUTHORITY REQUIREMENTS PRIOR TO
CONCRETE DRIVEWAY CONNECTION 112500
CONSTRUCTION, AND MUST BE MAINTAINED
RL 112880 IN WORKING ORDER AT ALL TIMES.
112500
4. DRAINAGE
112500 NEW DRIVEWAY CONCRETE PAD ALL SITE AND STORMWATER DRAINAGE
113000 TO VEHICLE MOVEMENT IN AND SHALL COMPLY WITH PART 3.3 OF THE ABCB HOUSING PROVISIONS , AS
1:40 CROSS FALL
RL 112880
MAX NOMINAL
EXISTING CONTOUR RL 113530
NEW DRIVEWAY CONCRETE OUT OF UNDER COVER AREA 3500 AND RELEVANT COUNCIL LEGISLATION.
4715
3.1 M WIDE MNIMUM
LEVELS NGL PAD TO VEHICLE MOVEMENT STORMWATER TO BE DISCHARGED TO
FALL NEW VEGETABLE GARDEN EXISTING COUNCIL APPROVED DISCHARGE POINT.
IN AND OUT OF GARAGE STAIRS
FALL
113 ALL ROOF STORMWATER DRAINAGE,
RETAINING REQUIRED TO 500 RL 113600
NEW VERANDAH ROOF INCLUDING DOWNPIPES/ DRAINAGE PIPES
UP
PROPOSED DRIVEWAY.
62
RL 113550
EXISTING SEPTIC TANK SHALL BE IN ACCORDANCE WITH NCC 2023 PART H2 AND QDC MP4.2.
00
5300 TO BE REMOVED RETAINING 5. DRIVEWAY
NEW VERANDAH ROOF
EXISTING WATER TANKS TO 114000 WALLS AS DRIVEWAY TO COMPLY WITH COUNCIL
EXTENT OF NEW
GARAGE ROOF COLLECTION NEW ROOF NEW DWELLING NEW DWELLING LEGISLATION, WITH 1:5 MAX. GRADIENT.
NEW VERANDAH ROOF
1:8 MAX REQUIRED DWELLING ADDTION
6. RETAINING WALLS
ON CURVE ADDITION UNDER SHOWN ADDITION
RL 114360 DASHED ALL RETAINING WALLS AND EMBANKMENTS ARE TO COMPLY WITH NCC,
2 STOREY 2 STOREY RELEVANT AUSTRALIAN STANDARDS AND COUNCIL LEGISLATION.
114 5 CAR SPA NEW
CE
E
500 RETAINING WALLS SHALL HAVE 65 Ø AG. PIPE (TO DISCHARGE TO
N
COURTYARD
PARK ZO
STORMWATER LINE) AND GRANULAR BACKFILL BEHIND.
NEW DWELLING
MAX
NEW
NEW ROOF NEW ROOF ALL RETAINING WALLS ONE METRE HIGH
NOMINAL
ADDITION STAIRS
FAL
5400
1:40 FALL
AND GREATER MUST BE DESIGNED BY A
12050 2 STOREY REGISTERED ENGINEER.
NEW CAR
L
(GARAGE UNDER) 7. LANDSCAPING
THE FINISHED GROUND IMMEDIATELY
NEW ROOF
NEW ROOF
115000
NEW VERANDAH ROOF NEW VERANDAH SURROUNDING THE RESIDENCE SHALL
NEW ROOF ROOF 113000
REMAIN 150MM BELOW THE INTERNAL
ELECTRICITY EXISTING COVERED DECK CONCRETE SLAB HEIGHT AND SHALL FALL
NEW CONCRETE AWAY FROM THE RESIDENCE AT A SLOPE OF
BOX NEW ROOF NOT LESS THAN 50MM OVER THE FIRST 1M.
DRIVEWAY TO LOWER RL 115222
LANDSCAPING MUST NOT COVER ANY
GROUND LEVEL STEP 1722 MM WEEP HOLES WITHIN THE BRICKWORK AND
NO WORKS PROPOSED
GARAGE
NEW ROOF
EXISTING DECK RL 113500 MUST NOT ALLOW TERMITES TO BRIDGE ANY
NEW ROOF
NEW POOL FENCE
VISUAL, PHYSICAL OR CHEMICAL TERMITE
NEW COVERED
BARRIER.
EXISTING GARAGE
EXISTING DWELLING EXISTING POOL TO BE RETAINED
EXISTING POOL LANDSCAPING TO
DECK
NEW ROOF POOL EXTENT
722 MM
EXISTING FENCE
STEP
NEW POOL FENCE EXTENT
NEW ROOF EXTENTS TO BE AS PER ROOF TRUSS
NEW ROOF
MANUFACTURERS & BUILDERS RECOMMENDATIONS. NEW ROOF
NEW ROOF PITCH TO MATCH EXISTING NEW COVERED DECK NEW COVERED DECK
1022 MM
STEP
EXTENSION TO GARAGE
4500
EXISTING DECK FLOOR FRAMING TO BE
RETAINED AND MADE GOOD TO ALLOW FOR NEW STAIRS EXISTING DECK TO BE RETAINED, WITH SOME
NEW FLOOR FINISH AND DECK ADDITION MINOR WORKS TO SQUARE UP TO NEW BUILDING
0 EXISTING DECK FLOOR FRAMING TO BE ADDITION EXTENT
16000 11450
RETAINED AND MADE GOOD TO ALLOW FOR
NEW FLOOR FINISH AND DECK ADDITION
EX
IS
EXTENSION TO DRIVEWAY
T
NEW STAIRS
IN
000
114
G
DR
EXISTING FENCE EXTENT NO WORKS PROPOSED
IV
EW
500
113
AY
PROPOSED SITE PLAN
1
0 0
1130
PRELIMINARY NOT FOR CONSTRUCTION
1 : 200
PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 EXISTING CONDITIONS 27/06/25 PROPOSED SITE PLAN
22/05/2025 2:28:56 PM
P2 ISSUED FOR STRUCTURAL COORD 25/02/25
USE ONLY FIGURED DIMENSIONS P3 ISSUED FOR CIVIL ENG COORD 06/03/25
N
DO NOT SCALE OF DRAWINGS. P4 REVISED ISSUE FOR STRUCT. COORD 26/03/25 Drawn: Checked: KW REV
COPYRIGHT ADRIAN RAMSAY CLIENT P5 ISSUE FOR TENDER 22/05/25
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 200 @ A2
DRAWING NUMBER
A012
P5
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
Section 5
DEMOLITION LEGEND
DEMOLISHED FLOORING
POLY WATER TANKS TO BE RETAINED AND RELOCATED ON SITE.
DEMOLISHED WALLS
REFER TO PROPOSED SITE FLOOR PLAN DWG A012
DEMOLISHED WINDOWS
DEMOLISHED DOORS
DEMOLISHED STAIRS
& HANDRAILS
UP
DEMOLISHED AT DECK
EXTENT BALUSTRADE /
HANDRAILS / POSTS &
DOWNPIPES
7260
POLY WATER TANKS EXISTING WALLS RETAINED
FFL 114.91
3759
CARPORT
90 75 1165 1120 590 2985
75 3990 75 1411 1447 75 DEMOLITION NOTES
REMOVE ALL EXISTING FLOOR TILES AND
90 2816 90 2845 90 2815 75 5785 75
ADHESIVE LAYERS WHERE SHOWN.
CAP AND SEAL PLUMBING WHERE FIXTURES
75
75
75
DR SHOWN FOR REMOVAL.
LAUNDRY WM
EXISTING DECK REF CUT CONCRETE AS REQUIRED TO SUIT NEW
ROBE DOORS TO
BE CHANGED TO FFL 116.36 NOTE 3 PLUMBING SERVICE REQUIREMENTS.
PANTRY
ROBE
2400HEAD HIGHT WALLS SHOWN FOR DEMOLITION TO BE
2730
2655
KITCHEN CH
NOTE 2
3000
1230 TIMBER REMOVED TO U/S OF CEILING OVER UNLESS
3563
3430
BED 4 CH 3000
TILE NOTE 1 NOTE 1 NOTED OTHERWISE.
CH 3000 PROP EXISTING STRUCTURES AS REQUIRED
TIMBER
UNTIL NEW STRUCTURES IN PLACE.
75
75
3990 DW REMOVE ALL EXTERNAL CLADDING AND
1140 1140 715 591 1275 EXISTING DECK TO BE RETAINED. MAKE GOOD FOR NEW SELECTED CLADDING
CHECK ON SITE FOR ANY WORKS REQUIRED TO SQUARE OF
NOTE 2
ROBE DOORS TO
75
75
BE CHANGED TO
PRODUCT
2400HEAD HIGHT 75 DECK TO FINISH NEATLY WITH NEW PROPOSED BUILDING
1515
BED 3 STUDY AND DECK WORKS EXTENT. GENERAL NOTES
3395
B'HEAD
PROPOSED NEW DECK EXTENT
LINEN
BATH CH 3000
TIMBER
CH 3000
TIMBER
FAMILY CHECK ALL DIMENSIONS AND LEVELS ON SITE
75
TILE
CH 3000 PRIOR TO COMMENCING WORKS. COMPLETE
1105
TIMBER
SET OUT OF THE WORKS AND REPORT AND
9718
9994
ROBE
PDR CLARIFY DISCREPANCIES TO THE DESIGNER
ED
75
75
RAK
PRIOR TO COMMENCING WORKS.
8530
EXISTING POOL TO BE RETAINED
75 1275
TILE
1200
FIRE
HALLWAY CH 3000
TIMBER DECK FIGURED DIMENSIONS TAKE PRECEDENCE.
7772
DO NOT SCALE OFF DRAWINGS.
FIRE
ENS ROBE
12791
TILE COORDINATE ALL CONSULTANT
75 3905 75 3310 75 DOCUMENTATION AND IDENTIFY AND CLARIFY
10490
DISCREPANCIES WITH RELEVANT
FFL 116.40 CONSULTANTS PRIOR TO COMMENCING
3785
BED 1 BED 2 ENTRY LOUNGE DINING RELATED WORKS.
CH 3000 CH 3000 CH 3000 CH 3000
CH 3000
B'HEAD
TIMBER TIMBER TIMBER TIMBER
WIR TIMBER
ALL DIMENSIONS ARE APPROXIMATE ONLY -
1140 TO BE VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF BUILDING WORK.
EXISTING DECK & POOL EXTENT ON SITE AS SURVEYED
75
75
75
NOTE 4
NOTE 1
2570
DECK PORCH DECK
FFL 116.38 NOTE 1:
REMOVING EXISTING GLAZING AND STUD
FRAMING UNDER SILL AND MAKE GOOD FOR NEW
DOOR INSTALLATION TO REPLACE EXISTING
90
WIDOW OVERALL WIDTH DIMENSION
PROPOSED NEW DECK EXTENT
NOTE 2:
REMOVE WINDOW HOODS AND RETAIN ON SITE
FOR REUSE, TO BE CONFIRMED LOCATION.
90 90 90 90
2520 90 2485 90 2485 90 2475 550 1070 550 2395 90 2390 90 2320 90 2356
2610 75 4400 75 3820 75 1505 75 3905 75 3310
DEMOLITION FLOOR PLAN
1 1 : 100
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 EXISTING CONDITIONS 27/06/25 EXISTING DEMOLITION PLAN
22/05/2025 2:29:08 PM
P2 ISSUED FOR STRUCTURAL COORD 25/02/25
USE ONLY FIGURED DIMENSIONS P3 REVISED ISSUE FOR STRUCT. COORD 26/03/25
N
DO NOT SCALE OF DRAWINGS. P4 ISSUE FOR TENDER 22/05/25 Drawn: Checked: KW REV
COPYRIGHT ADRIAN RAMSAY CLIENT
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 100 @ A2
DRAWING NUMBER
A100
P4
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
Section 6
75 800 1500 600 90 4000 75 1100 75 6926 1500 75 75 2365 7135 75
75 6990 75 9601 75 12900 75 9500 75
POLY WATER TANKS TO BE RETAINED AND RELOCATED ON SITE.
REFER TO PROPOSED SITE FLOOR PLAN DWG A012
75 1425 75
75 600 1300 5000 1800 4200 75 OVERLAY LEGEND
75 1500
75 1500
75 1500
DEMOLISHED FLOORING
700 75
DEMOLISHED WALLS
FIRE
1625
DEMOLISHED WINDOWS
1200
1500
DEMOLISHED DOORS
1450 1300 1450
75
75
DEMOLISHED STAIRS
& HANDRAILS
600 1300 700 700 1400 1200 6910 75 UP
DEMOLISHED AT DECK
90
4610
EXTENT BALUSTRADE /
4225
4000
8500
HANDRAILS / POSTS &
9 X 820
6000
7260
7380
DOWNPIPES
9975
POLY WATER TANKS
10375
EXISTING WALLS RETAINED
8350
NEW WALLS
75 1300 90
NEW DECK EXTENT
75 1300
NEW INDICATIVE JOINERY /
FURNITURE FIXTURES
FFL 114.91 450 50 4800 75
75
3759
CARPORT 6 X 800
90 1315 75
1165 1120 515 2985
75 1400 75
75
2400
2200
2200
3190 1015 252 252 2386 CL 2386 CL
1475
90 2816 90 2845 90 2815 75 5785 75 375
1125
75 3500 4986 75
75
75
75
75
75
75
75
DR
WM REF
560
1400
600
75
1755
FFL 116.36
PANTRY
LAUNDRY
ROBE
2730
2655
DECK KITCHEN CH 3000
75
1440
TIMBER
3430
BED 4 CH 3000
1180
TILE
CH 3000
900
TIMBER
2900 600 4300 600 4400 61
75
75
3990 DW
1140 1140 715 591
75
75
1600 75
75
EXISTING DECK TO BE RETAINED.
CHECK ON SITE FOR ANY WORKS REQUIRED TO SQUARE OF
1515
BED 3 STUDY
B'HEAD
3470
DECK TO FINISH NEATLY WITH NEW PROPOSED BUILDING
3503
LINEN
BATH CH 3000
TIMBER
CH 3000
TIMBER AND DECK WORKS EXTENT.
FAMILY
75
TILE
1145 75
CH 3000
1105
TIMBER
10000
9718
9994
ROBE
PDR
ED
75
75
75
75 1300 75
RAK
EXISTING POOL TO BE RETAINED
75 1275
TILE
1200
1000
FIRE
8530
HALLWAY CH 3000
TIMBER DECK
FIRE
75
ENS ROBE
12791
TILE
FFL 116.40
10490
11390
3785
3578
BED 1 BED 2 ENTRY LOUNGE DINING
CH 3000 CH 3000 CH 3000 CH 3000
CH 3000
B'HEAD
TIMBER TIMBER TIMBER TIMBER
WIR TIMBER
1230 1230
75
75
75
FFL 116.38
2570
DECK PORCH DECK 930 5500 12800
3560
3829
90
900
900
900
2520 90 2485 90 2485 90 2475 9055090 1070 9055090 2395 90 2390 90 2320 90 2356
2610 75 4400 75 3820 75 1505 75 3905 75 3310
EXISTING FLOOR PLAN WITH DEMO & NEW OVERLAY
1 1 : 100
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 ISSUED FOR STRUCTURAL COORD 25/02/25 EXISTING FLOOR PLAN WITH DEMO &
22/05/2025 2:29:29 PM
N P2
P3
REVISED ISSUE FOR STRUCT. COORD 26/03/25
ISSUE FOR TENDER 22/05/25
NEW DWELLING OVERLAY
USE ONLY FIGURED DIMENSIONS
DO NOT SCALE OF DRAWINGS. Drawn: Author Checked: Checker REV
COPYRIGHT ADRIAN RAMSAY CLIENT
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 100 @ A2
DRAWING NUMBER
A101
P3
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
The text continues on section 7.
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