Original source · versioned page text
Attachment 1 - Amended Proposal Plans
Very large file: it may take a few minutes
The original of this document is very large (11.6 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn G E N E R A L N O T E S
GENERAL NOTES SITE NOTES ROOFWATER DRAINAGE MANUFACTURES SPECIFICATIONS
DO NOT SCALE OFF DRAWINGS, ONLY USE FIGURED DIMENSION. BUILDER IS TO VERIFY ALL BUILDER TO CONFIRM LOCATIONS OF ALL EXISTING SERVICES BELOW & ABOVE GROUND LEVEL ALL ROOFWATER DRAINAGE SYSTEMS MUST BE CONNECTED TO A STORMWATER DRAINAGE ALL BUILDING PRODUCTS & MATERIALS THAT ARE USED ON SITE MUST BE STORED CORRECTLY
DIMENSIONS PRIOR TO COMMENCING AND WORK/CONSTRUCTION & ORDERING OF MATERIALS. ON & ADJACENT TO THE SITE, PRIOR TO ANY BUILDING WORKS. SYSTEM COMPLYING WITH NCC 2019 BCA - VOL 2, PART 3.1.3 DRAINAGE & AUSTRALIAN AS PER MANUFACTURERS SPECIFICATIONS. REFER TO MANUFACTURERS SPECIFICATIONS FOR
BUILDER TO CONFIRM RL'S ON SITE PRIOR TO COMMENCEMENT OF EARTHWORKS. STANDARD AS/NZ 3500. MATERIAL AND PRODUCTS RECOMMENDED TO USE FOR ALL SITES THAT ARE LOCATED WITHIN
THE FINISHED SURFACE IMMEDIATELY SURROUNDING THE BUILDING FOR A MINIMUM WIDTH OF PROXIMITY TO SALT ENVIRONMENTS.
ALL WORK PERFORMED SHALL ADHERE TO THE MINIMUM STANDARDS SETOUT & PRESCRIBED 1000mm, SHALL BE PROVIDED WITH A MINIMUM SLOPE OF 1 in 20 AWAY FROM THE BUILDING THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED WITH AN OVERFLOW TO PREVENT THE
BY THE RELEVANT AUSTRALIAN STANDARDS, THE NATIONAL CONSTRUCTION CODE'S BUILDING TO AN APPROVED DRAINAGE SYSTEM AS PER NCC 2019 BCA - VOL 2, PART 3.1.3.3 SURFACE BACKFLOW OF WATER INTO THE BUILDING.
CODE OF AUSTRALIA, AND THE REQUIREMENTS & REGULATIONS SETOUT BY ANY FEDERAL, WATER DRAINAGE.
STATE & REGIONAL GOVERMENT. THE AREA SPECIFIC RAINFALL INTENSITY MUST BE SELECTED FROM NCC 2019 BCA - VOL 2, DRIVEWAY & PATH NOTES
SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THE SITE & WITHOUT NUISANCE TO PART 3.5.3.1, FROM AUSTRALIAN STANDARD AS/NZ3500.3 OR FROM THE BUREAU OF
ALL BUILDING WORKS TO COMPLY WITH LOCAL AUTHORITIES EROSION AND SEDIMENT CONTROL ADJOINING PROPERTIES. METEOROLOGY 2016 RAINFALL DATA. ALL SITE PAVING TO BE CONSTRUCTED IN ACCORDANCE WITH THE PUBLICATIONS
STANDARDS. ALL SEDIMENT FENCING TO BE ERECTED ON SITE PRIOR TO COMMENCEMENT OF CEMENT, CONCRETE & AGGREGATE AUSTRALIA - GUIDE TO CONCRETE HOUSING 2007, PATHS
WORK. ALL SUBFLOOR AREAS MUST BE GRADED TO AVOID THE PONDING OF WATER BENEATH THE GUTTERS & DOWNPIPES MUST BE SELECTED FROM NCC 2019 BCA - VOL 2, PART 3.5.3.5 & DRIVEWAYS & RESIDENTIAL CONCRETE DRIVEWAYS & PATHS - JULY 2005.
BUILDING. TABLE 3.5.3.2 OR FROM AUSTRALIAN STANDARD AS/NZ3500.3.
ALL PLUMBING & DRAINAGE TO COMPLY WITH STANDARD SEWERAGE BY-LAWS & THE AREA BENEATH & ADJACENT TO DRIVEWAYS & PATHS TO BE CLEARED OF ALL TOPSOIL &
REQUIREMENTS OF LOCAL AUTHORITY. CUT & FILL BATTERS ARE NOT TO EXCEED A MAXIMUM SLOPE AS PER NCC 2019 BCA - VOL EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 500 WITH SUPPORT ORGANIC MATTER.
2, PART 3.1.1 EARTHWORKS TABLE 3.1.1.1 FOR THE SITE SPECIFIC SOIL TYPE. REFER TO NCC BRACKETS AT 1200mm MAXIMUM CENTRES.
BUILDER TO CONFIRM EXACT SITING AND ORIENTATION PRIOR TO CONSTRUCTION SETOUT. ALL 2019 BCA - VOL 2, PART 3.2.2.4 FOR SLAB EDGE SUPPORT ON SLOPING SITES. PROVIDE A COMPACTED & LEVELLED LAYER OF 20mm MINIMUM SAND: & AN OPTIONAL 0.2UM
BUILDING SETOUT AND CONFIRMATION OF SETBACKS AND HEIGHT TO BE CARRIED OUT BY A BOX GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 100, IN ACCORDANCE POLYETHYLENE MOISTURE BARRIER MAY BE PROVIDED UNDER THE SLAB IN SALINE AREAS,
LICENSED SURVEYOR. NO FOOTING, OR WALL TO ENCROACH THE TITLE BOUNDARY. TIMBER RETAINING WALLS TO HAVE 1000mm MAXIMUM HEIGHT. PROVIDE 65mm DIA. AGG. WITH AUSTRALIAN STANDARD AS/NZ3500.3. LAPPED & TAPED 200mm AT JOINTS.
DRAINS WITH GRANULAR BACKFILL. RETAINING WALLS & DRAINAGE SYSTEMS TO BE
ALL WET AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC 2019 BCA - VOL 2, PART 3.8.1 WHOLLY CONTAINED ON THE SUBJECT SITE. RETAINING WALLS GREATER THAN 1000mm IN THE WIDTH OF VALLEY GUTTERS SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD ALL PATHS & DRIVEWAYS SHALL HAVE A MINIMUM FALL OF 1 in 100 (1%).
WET AREAS AND EXTERNAL WATERPROOFING. HEIGHT SHALL BE DESIGNED BY THE STRUCTURAL ENGINEER. AS/NZ3500.3 & BUILDING CODE OF AUSTRALIA PART 3.5.2. REFER TO ROOF SHEETING
MANUFACTURERS SPECIFICATIONS FOR LIMITATIONS ON SHEET OVERHANGS INTO VALLEY THE MAXIMUM GRADE OF PAVEMENTS SHALL NOT EXCEED 1 in 5 (20%). WHERE GRADES ARE
WATER CLOSETS WITH DOOR CIRCULATION SPACES LESS THAN 1.2m FROM THE HINGE OF THE BOUNDARY FENCES, INCLUDING HEIGHT OF ANY RETAINING WALLS UNDER, MUST NOT EXCEED GUTTERS. THE MAXIMUM ROOF CATCHMENT AREA FOR VALLEY GUTTERS IS 20sq.m. NEAR THE MAXIMUM, A TRANSITION ZONE AT EITHER END MAY BE REQUIRED. REFER TO
DOOR MUST BE PROVIDED WITH LIFT-OFF HINGES THAT ALLOW THE DOOR TO BE REMOVED 2000mm IN HEIGHT ABOVE EXISTING GROUND LEVEL. REFER TO LOCAL AUTHORITY VALLEY GUTTERS ON ROOF PITCHED LOWER THAN 12.5 DEGREES MUST BE DESIGNED AS BOX BUILDING CODE OF AUSTRALIA - VOLUME 1 PART D2.10 FOR GRADES TO REQUIRED EXIT RAMPS.
WHEN IN THE CLOSED POSITION IN ACCORDANCE WITH NCC 2019 BCA - VOL 2, PART 3.8.3.3 REGULATIONS PRIOR TO COMMENCING ANY WORKS & SEEK ANY REQUIRED APPROVALS. GUTTERS.
CONSTRUCTION OF SANITARY COMPARTMENTS . WATER CLOSETS TO HAVE A MINIMUM CLEAR ALL DRIVEWAYS, PATHS & CROSSOVERS BETWEEN THE PROPERTY BOUNDARY & THE KERBLINE
WIDTH OF 900mm. DOWNPIPES MUST SERVE NOT MORE THAN 12 METRES OF GUTTER LENGTH FOR EACH ARE DESIGNED TO BE CONSTRUCTED AS PER THE ALOCAL AUTHORITY REQUIREMENTS.
TERMITE PROTECTION DOWNPIPE WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE TO VALLEY GUTTERS.
PROVIDE APPROVED SMOKE ALARMS INSTALLED IN ACCORDANCE WITH NCC 2019, BCA - VOL 2,
PART 3.7.5 SMOKE ALARMS AND EVACUATION LIGHTING , BE INTERCONNECTED & TO COMPLY ALL NEW BUILDING WORK AND/OR ALTERATIONS OF EXISTING BUILDING WORK IS TO BE EAVES GUTTERS MUST BE PROVIDED WITH AN OVERFLOW SYSTEM WHERE DOWNPIPES ARE
AUSTRALIAN STANDARD AS 3786. TERMITE PROTECTED VIA PHYSICAL &/ CHEMICAL BARRIERS AS PER NCC 2019 BCA - VOL 2, LOCATED MORE THAN 1200mm FROM A VALLEY GUTTER.
PART 3.1.4.3 TERMITE MANAGEMENT SYSTEMS, TABLE 3.1.4.1 ACCEPTABLE TERMITE
ALL GLAZING TO COMPLY WITH NCC 2019 BCA - VOL 2, PART 3.6 GLAZING & MUST BE MANAGEMENT SYSTEMS AND COMPONENTS , AS 3660.1 TERMITE MANAGEMENT NEW
DESIGNED FOR THE WIND LOADS SPECIFIC TO THE BUILDING. BUILDING WORK & AS 3660.2 TERMITE MANAGEMENT IN AND AROUND EXISTING BUILDINGS
AND STRUCTURES. A 75mm INSPECTION ZONE ON ALL NEW SLABS AS REQUIRED BY AS BRANDING OF STRUCTURAL PLYWOOD
ALL STAIRS & STEPS ARE DESIGNED & ARE TO BE CONSTRUCTED IN ACCORDANCE WITH NCC 3660.1.
EACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL HAVE THE FOLLOWING INFORMATION
2019 BCA - VOL 2, PART 3.9.1 STAIRWAY AND RAMP CONSTRUCTION .
A DURABLE NOTICE IS REQUIRED AND MUST BE INSTALLED IN A PROMINENT LOCATION SUCH LEGIBLY AFFIXED THEREON BY THE MANUFACTURER AT THE POINT OF MANUFACTURE, AT
AS THE METER BOX & IS TO BE PERMANENTLY FIXED. THE INFORMATION TO BE DISPLAYED LEAST ONCE:
ALL BALUSTRADES & HANDRAILS REQUIRED SHALL BE 1000 MINIMUM ABOVE FINISHED FLOOR
LEVEL (ie TOP OF TILES, CARPET ETC) & HAVE NO OPENINGS GREATER THAN 125mm, IN ON THE NOTICE IS AS PER NCC 2019 BCA - VOL 2, PART 3.1.4.4 DURABLE NOTICE.
1. THE MANUFACTURERS NAME OR REGISTERED MARK,
ACCORDANCE WITH NCC 2019 BCA - VOL 2, PART 3.9.2 BARRIERS AND HANDRAILS . 2. THE WORD 'STRUCTURAL' OR PRODUCT DESCRIPTION
THEREAFTER THE OWNER TAKES ONTHE RESPONSIBILITY TO ORGANISE REGULAR INSPECTIONS
WHICH MUST BE CARRIED OUT BY A QBCC-LICENSED CONTRACTOR WITH THE APPROPRIATE 3. REFERENCE TO THE STANDARD ie AS/NZ2269
REFER TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS FOR SOILS REPORTS, FOOTING 4. THE GRADE OF OUTER PLIES (FACE FIRST,BACK LAST) eg CC CD or DD
& SLAB DOCUMENTATION & OTHER REQUIRED STRUCTURAL DOCUMENTATION. TERMITE MANAGEMENT LICENCE TO ENSURE TERMITES HAVE NOT BRIDGED THE BARRIER. IT IS
RECOMMENDED THAT INSPECTIONS BE AT LEAST EVERY 12 MONTHS, OR MORE OFTEN IN HIGH
RISK AREAS. IT SHALL ALSO BE ADVISED THAT CAUTION BE TAKEN TO ENSURE THAT ALL WHERE NON-STANDARD VENEER GRADES ARE USED, AS PERMITTED IN BUILDING CODE OF
PHYSICAL TERMITE BARRIERS BE CLEAR OF GARDEN BED &/OR SOIL BUILD UP & THAT ANY AUSTRALIA PART 3.4 CLAUSE3.4.1(c), BRANDING SHALL INCLUDE A DESCRIPTOR THAT NON-
SUBFLOOR VENTILATION STANDARD VENEER QUALITY HAS BEEN USED IN THE PLYWOOD ASSEMBLY;
CHEMICAL BARRIERS INSTALLED REMAIN UNDISTURBED.
PROVIDE SUBFLOOR VENTILATION TO THE MINUMUM STANDARD AS PER NCC 2019 BCA - VOL 2,
THIS REQUIREMENT MAY BE MET BY REFERENCE TO A PRODUCT NAME OR DESCRIPTION THAT
PART 3.4.1 SUBFLOOR VENTILATION. IN ADDITION TO THE MINIMUM SUBFLOOR SPACE, THE
SUBFLOOR SPACE MUST;
BRICK/BLOCKWORK ARTICULATION REFERENCES THE NON-STANDARD VENEER QUALITY IN THAT PRODUCTS SPECIFIC
JOINTS MANUFACTURING SPECIFICATION,
- BE CLEARED OF ALL BUILDING DEBRIS AND VEGETATION
- HAVE THE GROUND BENEATH THE SUSPENDED FLOOR GRADED IN ACCORDANCE WITH 3.1.3.3 1. THE BOND TYPE OF THE GLUE LINE ie TYPE A BOND
- CONTAIN NO DEAD AIR SPACES BRICKWORK ARTICULATION JOINTS ARE TO BE INSTALLED AT LOCATIONS OUTLINED IN NCC 2. AN INDICATION OF THE STRESS GRADE OF THE SHEET eg F7
- HAVE OPENINGS AS PER NCC 2019 BCA - VOL 2, FIGURE 3.4.2 2019 BCA - VOL 2, PARK 3.3.5.13 VERTICAL ARTICULATION JOINTS. BOTH BRICK & 3. THE PANEL CONSTRUCTION CODE eg 17-24-7 (I.D. CODE)
- BE GRADED AS PER NCC 2019 BCA - VOL 2, PART 3.1.3.3 SURFACE WATER DRAINAGE . BLOCKWORK ARTICULATION JOINTS ARE TO BE IN AS PER AS 4773.2 MASONRY IN SMALL 4. IF IMMUNISED OR PRESERVATIVE TREATED, BRANDING IN ACCORDANCE WITH
THE CLEARANCE BETWEEN THE GROUND SURFACE & THE UNDERSIDE OF THE FLOOR, MUST BE BUILDINGS CONSTRUCTION OR AS PER ENGINEER. AS/NZS1604.3
400mm, OR AS PER FIGURE 3.4.3a SUBFLOOR CLEARANCE REQUIREMENTS. PLYWOOD MUST BE BRANDED WITH THE APPROVED EWPAA PRODUCT CERTIFICATION STAMP
PROVIDE SUBFLOOR VENTILATION TO A MINIMUM AREA AS PER NCC 2019 BCA - VOL 2, PART AS WELL AS THE JAS-ANZ (JOINT ACCREDITATION SCHEME OF AUSTRALIA & NEW ZEALAND)
3.4.1.1 SUBFLOOR OPENINGS. MARK.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED General Notes
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A118
Mob: 0422 039 247
design Drawn by R.S. A
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 1 : 100
A PRELIMINARY 24/08/2022
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.