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Appendix A - Proposal Plans
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G E N E R A L N O T E S
GENERAL NOTES SITE NOTES ROOFWAT ER DRAINAGE MANUFACTURES SPECIFICATIONS
DO NOT SCALE OFF DRAWINGS, ONLY USE FIGURED DIMENSION. BUILDER IS BUILDER TO CONFIRM LOCATIONS OF ALL EXISTING SERVICES BELOW & ALL ROOFWATER DRAINAGE SYSTEMS MUST BE CONNECTED TO A ALL BUILDING PRODUCTS & MATERIALS THAT ARE USED ON SITE
TO VERIFY ALL DIMENSIONS PRIOR TO COMMENCING AND ABOVE GROUND LEVEL ON & ADJACENT TO THE SITE, PRIOR TO ANY STORMWATER DRAINAGE SYSTEM COMPLYING WITH NCC 2022 BCA - VOL 2, MUST BE STORED CORRECTLY AS PER MANUFACTURERS
WORK/CONSTRUCTION & ORDERING OF MATERIALS. BUILDER TO CONFIRM BUILDING WORKS. PART 3.3.5 DRAINAGE & AUSTRALIAN STANDARD AS/NZ 3500. SPECIFICATIONS. REFER TO MANUFACTURERS SPECIFICATIONS FOR
RL'S ON SITE PRIOR TO COMMENCEMENT OF EARTHWORKS. MATERIAL AND PRODUCTS RECOMMENDED TO USE FOR ALL SITES
THE FINISHED SURFACE IMMEDIATELY SURROUNDING THE BUILDING FOR THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED WITH AN OVERFLOW TO THAT ARE LOCATED WITHIN PROXIMITY TO SALT ENVIRONMENTS.
ALL WORK PERFORMED SHALL ADHERE TO THE MINIMUM STANDARDS A MINIMUM WIDTH OF 1000mm, SHALL BE PROVIDED WITH A MINIMUM PREVENT THE BACKFLOW OF WATER INTO THE BUILDING.
SETOUT & PRESCRIBED BY THE RELEVANT AUSTRALIAN STANDARDS, THE SLOPE OF 1 in 20 AWAY FROM THE BUILDING TO AN APPROVED DRAINAGE
NATIONAL CONSTRUCTION CODE'S BUILDING CODE OF AUSTRALIA, AND THE SYSTEM AS PER NCC 2022 BCA - VOL 2, PART 3.3.3 SURFACE WATER THE AREA SPECIFIC RAINFALL INTENSITY MUST BE SELECTED FROM NCC
REQUIREMENTS & REGULATIONS SETOUT BY ANY FEDERAL, STATE & DRAINAGE. 2022 BCA - VOL 2, PART 7.4.3 OR FROM AUSTRALIAN STANDARD AS/NZ3500.3 DRIVEWAY / PATH NOTES
REGIONAL GOVERMENT. OR FROM THE BUREAU OF METEOROLOGY 2016 RAINFALL DATA.
SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THE SITE & ALL SITE PAVING TO BE CONSTRUCTED IN ACCORDANCE WITH THE
ALL BUILDING WORKS TO COMPLY WITH LOCAL AUTHORITIES EROSION AND WITHOUT NUISANCE TO ADJOINING PROPERTIES. GUTTERS & DOWNPIPES MUST BE SELECTED FROM NCC 2022 BCA - VOL 2, PUBLICATIONS
SEDIMENT CONTROL STANDARDS. ALL SEDIMENT FENCING TO BE ERECTED PART 7.4.5 OR FROM AUSTRALIAN STANDARD AS/NZ3500.3. CEMENT, CONCRETE & AGGREGATE AUSTRALIA - GUIDE TO
ON SITE PRIOR TO COMMENCEMENT OF WORK. ALL SUBFLOOR AREAS MUST BE GRADED TO AVOID THE PONDING OF CONCRETE HOUSING 2007, PATHS & DRIVEWAYS & RESIDENTIAL
WATER BENEATH THE BUILDING. EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 500 CONCRETE DRIVEWAYS & PATHS - JULY 2005.
ALL PLUMBING & DRAINAGE TO COMPLY WITH STANDARD SEWERAGE BY- WITH SUPPORT BRACKETS AT 1200mm MAXIMUM CENTRES.
LAWS & REQUIREMENTS OF LOCAL AUTHORITY. UN-RETAINED BULK EARTHWORKS - SITE CUT & FILL BATTERS ARE NOT TO THE AREA BENEATH & ADJACENT TO DRIVEWAYS & PATHS TO BE
EXCEED THE MAXIMUM SLOPES FOR THE RELEVENT SOIL CLASS SHOWN BOX GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 100, IN CLEARED OF ALL TOPSOIL & ORGANIC MATTER.
BUILDER TO CONFIRM EXACT SITING AND ORIENTATION PRIOR TO IN NCC 2022 BCA - VOL 2, PART 3.2. EARTHWORKS ACCORDANCE WITH AUSTRALIAN STANDARD AS/NZ3500.3.
CONSTRUCTION SETOUT. ALL BUILDING SETOUT AND CONFIRMATION OF PROVIDE A COMPACTED & LEVELLED LAYER OF 20mm MINIMUM
SETBACKS AND HEIGHT TO BE CARRIED OUT BY A LICENSED SURVEYOR. NO TIMBER RETAINING WALLS TO HAVE 1000mm MAXIMUM HEIGHT. PROVIDE THE WIDTH OF VALLEY GUTTERS SHALL BE IN ACCORDANCE WITH SAND: & AN OPTIONAL 0.2UM POLYETHYLENE MOISTURE BARRIER
FOOTING, OR WALL TO ENCROACH THE TITLE BOUNDARY. 65mm DIA. AGG. DRAINS WITH GRANULAR BACKFILL. RETAINING WALLS & AUSTRALIAN STANDARD AS/NZ3500.3 & BUILDING CODE OF AUSTRALIA PART MAY BE PROVIDED UNDER THE SLAB IN SALINE AREAS, LAPPED &
DRAINAGE SYSTEMS TO BE WHOLLY CONTAINED ON THE SUBJECT SITE. 3.5.2. REFER TO ROOF SHEETING MANUFACTURERS SPECIFICATIONS FOR TAPED 200mm AT JOINTS.
ALL WET AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC 2022 BCA - RETAINING WALLS GREATER THAN 1000mm IN HEIGHT SHALL BE LIMITATIONS ON SHEET OVERHANGS INTO VALLEY GUTTERS. THE MAXIMUM
VOL 2, PART 10.2 WET AREA AND WATERPROOFING. DESIGNED BY THE STRUCTURAL ENGINEER. ROOF CATCHMENT AREA FOR VALLEY GUTTERS IS 20sq.m. VALLEY ALL PATHS & DRIVEWAYS SHALL HAVE A MINIMUM FALL OF 1 in 100
GUTTERS ON ROOF PITCHED LOWER THAN 12.5 DEGREES MUST BE (1%).
PROVIDE APPROVED SMOKE ALARMS INSTALLED IN ACCORDANCE WITH NCC BOUNDARY FENCES, INCLUDING HEIGHT OF ANY RETAINING WALLS DESIGNED AS BOX GUTTERS.
2022, BCA - VOL 2, PART 9.5 SMOKE ALARMS AND EVACUATION LIGHTING, BE UNDER, MUST NOT EXCEED 2000mm IN HEIGHT ABOVE EXISTING GROUND THE MAXIMUM GRADE OF PAVEMENTS SHALL NOT EXCEED 1 in 5
INTERCONNECTED & TO COMPLY AUSTRALIAN STANDARD AS 3786. LEVEL. REFER TO LOCAL AUTHORITY REGULATIONS PRIOR TO DOWNPIPES MUST SERVE NOT MORE THAN 12 METRES OF GUTTER LENGTH (20%). WHERE GRADES ARE NEAR THE MAXIMUM, A TRANSITION
COMMENCING ANY WORKS & SEEK ANY REQUIRED APPROVALS. FOR EACH DOWNPIPE WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE ZONE AT EITHER END MAY BE REQUIRED. REFER TO BUILDING
ALL GLAZING TO COMPLY AND BE INSTALLED TO SATISFY THE NCC 2022 BCA - TO VALLEY GUTTERS. CODE OF AUSTRALIA - VOLUME 1 PART D2.10 FOR GRADES TO
VOL 2, PART 8 GLAZING REQUIRED EXIT RAMPS.
EAVES GUTTERS MUST BE PROVIDED WITH AN OVERFLOW SYSTEM WHERE
ALL STAIRS, STEPS & RAMPS ARE DESIGNED & ARE TO BE CONSTRUCTED IN TERMITE PROTECTION DOWNPIPES ARE LOCATED MORE THAN 1200mm FROM A VALLEY GUTTER. ALL DRIVEWAYS, PATHS & CROSSOVERS BETWEEN THE PROPERTY
ACCORDANCE WITH NCC 2022 BCA - VOL 2, PART 11.2 STAIRWAY AND RAMP BOUNDARY & THE KERBLINE ARE DESIGNED TO BE CONSTRUCTED
CONSTRUCTION. ALL NEW BUILDING WORK AND/OR ALTERATIONS OF EXISTING AS PER THE ALOCAL AUTHORITY REQUIREMENTS.
BUILDING WORK IS TO BE TERMITE PROTECTED VIA PHYSICAL &/
ALL BALUSTRADES & HANDRAILS ARE DESIGNED & ARE TO BE CONSTRUCTED CHEMICAL BARRIERS AS PER NCC 2022 BCA - VOL 2, PART 3.4 LIVABLE HOUSING DESIGN
SUBFLOOR VENTILATION
IN ACCORDANCE WITH THE NCC 2022 BCA - VOL 2, PART 11.3 BARRIERS & TERMITE RISK MANAGEMENT.
HANDRAILS. PROVIDE SUBFLOOR VENTILATION TO THE MINUMUM STANDARD AS PER DWELLING ACCESS TO BE PROVIDED IN ACCORDANCE WITH PARTS
A DURABLE NOTICE IS REQUIRED AND MUST BE INSTALLED IN A NCC 2022 BCA - VOL 2, PART 6.2.1 SUBFLOOR VENTILATION. IN ADDITION 1.1 & 1.2 FROM THE LIVABLE HOUSING DESIGN.
REFER TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS FOR PROMINENT LOCATION SUCH AS THE METER BOX & IS TO BE TO THE MINIMUM SUBFLOOR SPACE, THE SUBFLOOR SPACE MUST;
SOILS REPORTS, FOOTING & SLAB DOCUMENTATION & OTHER REQUIRED PERMANENTLY FIXED. THE INFORMATION TO BE DISPLAYED ON THE DWELLING ENTRANCE TO BE PROVIDED IN ACCORDANCE WITH
- BE CLEARED OF ALL BUILDING DEBRIS AND VEGETATION
STRUCTURAL DOCUMENTATION. NOTICE IS AS PER NCC 2022 BCA - VOL 2, PART 3.4.3 DURABLE PARTS 2.1, 2.2, 2.3 & 2.4 FROM THE LIVABLE HOUSING DESIGN.
- HAVE THE GROUND BENEATH THE SUSPENDED FLOOR GRADED IN
NOTICE. ACCORDANCE WITH 3.3.3 INTERNAL DOORS & CORRIDORS TO BE PROVIDED IN ACCORDANCE
- CONTAIN NO DEAD AIR SPACES WITH PARTS 3.1, 3.2, 3.3 FROM THE LIVABLE HOUSING DESIGN.
THEREAFTER THE OWNER TAKES ONTHE RESPONSIBILITY TO - HAVE OPENINGS AS PER NCC 2022 BCA - VOL 2, FIGURE 6.2.1d
BRICK / BLOCKWORK ARTICULATION JOINTS ORGANISE REGULAR INSPECTIONS WHICH MUST BE CARRIED OUT BY - BE GRADED AS PER NCC 2022 BCA - VOL 2, PART 3.3.3 SURFACE SANITARY COMPARTMENT TO BE PROVIDED IN ACCORDANCE WITH
A QBCC-LICENSED CONTRACTOR WITH THE APPROPRIATE TERMITE WATER DRAINAGE.
BRICKWORK ARTICULATION JOINTS ARE TO BE INSTALLED PARTS 4.1 & 4.2 FROM THE LIVABLE HOUSING DESIGN.
MANAGEMENT LICENCE TO ENSURE TERMITES HAVE NOT BRIDGED -THE CLEARANCE BETWEEN THE GROUND SURFACE & THE UNDERSIDE
AT LOCATIONS OUTLINED IN NCC 2022 BCA - VOL 2, PART THE BARRIER. IT IS RECOMMENDED THAT INSPECTIONS BE AT LEAST
5.6.8 VERTICAL ARTICULATION JOINTS. BOTH BRICK & OF THE FLOOR, MUST BE AS PER NCC 2022 - VOL 2 6.2.1 (1)b SHOWER TO BE PROVIDED IN ACCORDANCE WITH PARTS 5.1 & 5.2
EVERY 12 MONTHS, OR MORE OFTEN IN HIGH RISK AREAS. IT SHALL FROM THE LIVABLE HOUSING DESIGN.
BLOCKWORK ARTICULATION JOINTS ARE TO BE INSTALLED ALSO BE ADVISED THAT CAUTION BE TAKEN TO ENSURE THAT ALL
AS PER AS 4773.2 MASONRY IN SMALL BUILDINGS PHYSICAL TERMITE BARRIERS BE CLEAR OF GARDEN BED &/OR SOIL
CONSTRUCTION OR AS PER ENGINEERS SPECIFICATIONS. BUILD UP & THAT ANY CHEMICAL BARRIERS INSTALLED REMAIN REINFORCEMENT OF BATHROOM & SANITARY COMPARTMENT
UNDISTURBED. WALLS TO BE PROVIDED IN ACCORDANCE WITH PARTS 6.1 & 6.2
FROM THE LIVABLE HOUSING DESIGN.
I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
A PROCESSING FEE IN ADDITION TO THE COST OF THE
VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
PREPARED.
OWNER SIGNED: ............................................ DATE: ...................
OWNER SIGNED: ............................................ DATE: ...................
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT. BUILDER SIGNED: .......................................... DATE: ..................
G.J Gardner.
CLIENT: PAGES: SHEET SIZE: REV DESCRIPTION DATE
HOMES CUSTOM 02 OF 09 A3
A CONCEPT PLAN 05.06.24
RICHARD GODWIN JOB NUMBER: AU116-47 B CONCEPT PLAN 11.06.24
GJ NOOSA PTY LTD DRAWING TITLE: PROJECT: PROPOSED RESIDENCE DRAWN BY:
C CONCEPT PLAN 13.06.24
QLD © COPYRIGHT EXCLUSIVE QLD JB
QBCC 1303975 TO G.J GARDNER HOMES QBCC 15309561 GENERAL NOTES 1 : 100 60 CRANK STREET, TEWANTIN DATE: 13.06.24
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