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Attachment 3 - Amended Building Approval · RAL20/0005
CONSTRUCTION NOTES AND BCA SUMMARY PART 3.5 ROOF AND WALL CLADDING PART 3.9 SAFE MOVEMENT AND ACCESS
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH B.C.A. N.C.C. VOL 2. 3.5.1 ROOF CLADDING 3.9.1 STAIR CONSTRUCTION
RELEVANT CLAUSES REFERENCED BELOW. METAL SHEET ROOFING IN ACCORDANCE WITH PART - 3.5.1.3 RISER HEIGHT - 190 MAX. 115 MIN.
AS 1562.1 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING - METAL GOING LENGTH - 355 MAX. 240 MIN.
PART 3.1 SITE PREPARATION 3.5.1.1a ACCEPTABLE CORROSION PROTECTION FOR SHEET ROOFING. MAX 18. MIN 2. RISERS PER FLIGHT.
3.5.1.2 ACCEPTABILITY OF CONTACT BETWEEN DIFFERENT ROOFING MATERIALS. RISERS MUST NOT ALLOW 120MM SPERE TO PASS THROUGH.
3.1.1 - EARTHWORKS TREADS SHALL HAVE SLIP RESISTANT FINISH OR NON SKID STRIP NEAR EDGE OF NOSING.
REFER GEOTECHNICAL REPORT FOR SITE CLASSIFICATION AND FOUNDATION MATERIAL TYPE, 3.5.2 GUTTERS AND DOWNPIPES 3.9.2 BALUSTRADES AND HAND RAILS
CUT, FILL AND EXCAVATION ALLOWANCES 3.5.2.0 BALUSTRADE POSITIONED MIN 865MM ABOVE NOSING OF TREADS OR RAMP. 1M MIN. ABOVE
3.1.2 - DRAINAGE AS/NZS 3500.3 STORMWATER DRAINAGE. AS/NZS3500.5 DOMESTIC INSTALLATIONS DECK, LANDING OR THE LIKE. OPENING IN BALUSTRADES TO BE CONSTRUCTED SO A 125MM
3.1.2.2 - SITE SURFACE DRAINAGE. 3.5.2.1 SPHERE IS NOT PERMITTED TO PASS THROUGH & FOR A STAIR THE SPACE TESTED IS ABOVE
PROVIDE DRAINAGE TO BASE OF ALL SITE CUTS / BATTERED BANKS - DIVERT AWAY FROM BUILDING. A- STORMWATER TO BE DISCHARGED TO EITHER EXISTING NETWORK, ON-SITE CATCHMENT( TANK ) OR ON SITE THE NOSING. ALL HANDRAILS & BALUSTRADES TO COMPLY WITH BCA PART 3.9.1 & 3.9.2.
3.1.2.3 - GRADING OF GROUND UNDER SUSPENDED FLOORS. SOIL DRAINAGE SYSTEM IN ACCORDANCE WITH LOCAL PLUMBING AUTHORITY. HORIZONTAL STEEL WIRE. DO NOT USE IF DECK FFL EXCEEDS 4.0M FROM FINISHED GROUND
LOW LYING AREAS TO BE FILLED TO ELIMINATE PONDING AND ENSURE WATER RUN-OFF UNDER BUILDING. B- ROOF DRAINAGE SYSTEM TO BE DESIGNED TO PREVENT ANY OVERFLOW DURING HEAVY RAIN FROM FLOWING LEVEL.
3.1.2.5 - STORMWATER DRAINAGE 125x50MM TOP RAIL WITH SUPPORTS @ 1800C MAX.
BACK INTO BUILDING. HORIZONTAL STEEL WIRE RAILS @ 80MM C MAX.
STORMWATER TO BE DISCHARGED TO EITHER EXISTING NETWORK, ON-SITE CATCHMENT( TANK ) OR ON SITE SOIL DRAINAGE 3.5.2.2 MATERIALS
SYSTEM IN ACCORDANCE WITH LOCAL PLUMBING AUTHORITY. DROPPERS @ 600MM C MAX. 6M MAX TO EACH TENSIONING POINT.
METAL - AS/NZS 2197.1
3.1.3 - TERMITE RISK MANAGEMENT UPVC - AS1273 3.9.2.5 PROTECTION OF OPENABLE WINDOWS.
INSTALL TERMITE BARRIER IN ACCORDANCE WITH AS 3660.1 MATERIALS SHALL BE COMPATIBLE WITH ALL UPSTREAM ROOFING MATERIALS AS PER TABLE 3.5.1.3 (C) 3.9.3 SWIMMING POOL ACCESS
ROOFS SHALL NOT CONTAIN LEAD IF FORMING PART OF A POTABLE WATER CATCHMENT AREA.
TERMITE PROTECTION GENERAL NOTES FALL EAVES GUTTERS MIN 1:500. FALL BOX GUTTERS MIN 1:100
1200 MM HIGH BARRIER GENERALLY REFER AS 1926.1, BUILDING ACT 1975,
LICENSED CONTRACTOR TO PROVIDE TERMITE BARRIER TO PERIMETER OF SLAB AND ALL PENETRATIONS IN ACCORDANCE WITH A VALLEY GUTTER LESS THAN 12.5 DEGREE PITCH MUST BE DESIGNED AS BOX GUTTER. AND QDC PART MP3.4
A.S 3660.1, PART 3.1.3 OF THE BCA AND RELEVANT AMENDMENTS.
●ATTACHMENTS TO BUILDING SUCH AS DOWN PIPES MUST HAVE A NOMINAL GAP TO ALLOW CLEAR AND UNINTERRUPTED VISUAL ROOFING GENERAL NOTES PART 3.10 ADDITIONAL STRUCTURAL REQUIREMENTS
INSPECTION ACROSS THE INSPECTION ZONE. BUILDER SHALL CONFIRM CEILING AND SOFFIT HEIGHTS DO NOT CONFLICT WITH EXTERNAL WINDOW AND DOOR
●STRUCTURES SUCH AS STEPS, VERANDAHS, PORCHES, ACCESS RAMPS, CARPORTS, TRELLISES, DECKS, HOT WATER SYSTEMS, HEIGHTS. PART 3.11 STRUCTURAL DESIGN MANUALS
AIR CONDITIONERS, OR THE LIKE WHICH ARE NOT PROVIDED WITH ONE OF THE BARRIER SYSTEMS DESCRIBED IN THIS PART, MUST ROOF MATERIAL SHALL BE OF A TYPE WHICH HAS BEEN DESIGNED AND MANUFACTURED TO SUIT CORROSIVE
BE SEPARATED FROM THE BUILDING BY A GAP OF NOT LESS THAN 25mm, TO ALLOW CLEAR AND UNINTERRUPTED VISUAL ENVIRONMENT LEVEL/COASTAL PROXIMITY. REFER CORROSION PROTECTION GENRAL NOTES ABOVE. PART 3.12 ENERGY EFFICIENCY
INSPECTION ACROSS THE INSPECTION ZONE. WHERE HIGH CORROSION LEVELS OCCUR - ALUMINIUM / ZINC SHEET ROOFING IS RECOMMENDED.
CONFIRM WITH TRUSS MANUFACTURER IF TRUSS UP STAND IS REQUIRED BEFORE COMMENCEMENT OF WORK. 3.12.1 BUILDING FABRIC
●WHERE ATTACHMENTS OR STRUCTURES AS OUTLINED ABOVE ABUT A BUILDING AND THERE IS NO CLEAR GAP, A BARRIER MUST BE PARAPET FLASHINGS TO TRIMDECK TO EXTEND A MIN. OF 450MM ALONG ROOF. 3.12.2 EXTERNAL GLAZING
PROVIDED TO THE ATTACHMENT, REGARDLESS OF THE SIZE OF THE ATTACHMENT. SHEET. BOX GUTTERS TO COMPLY WITH B.C.A. SECTION 3.5.2 & ENG. SPEC.
●BARRIERS MUST NOT BE BRIDGED BY STRUCTURES, FITTINGS OR OTHER ATTACHED TO THE MAIN BUILDING, NOR SHALL THEY BE
3.12.3 BUILDING SEALING
TOP CHORD OF TRUSSES AND TOP OF RAFTERS TO BE IN LINE/SAME LEVEL.
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BREACHED BY THE INSTALLATION OF SERVICE ENTRY POINT, DOWN PIPES ADDITIONAL SLABS AND PATHS, LANDSCAPING, GARDENS PITCHING HEIGHTS SHOWN IN SECTION ARE APPROXIMATE AND SHALL BE CONFIRMED ON SITE TO ENSURE MINIMUM 3.12.4 AIR MOVEMENT
OR SIMILAR UNLESS ADDITIONAL BARRIERS ARE USED TO ELIMINATE CONCEALED ACCESS BY TERMITES TO THE STRUCTURE. ROOF PITCH IS ACHIEVED. 3.12.5 SERVICES
ROOF CONTRACTOR SHALL CONFIRM SHEET LENGTH / RUN VS PITCH IS ADEQUATE.
01
ENERGY EFFICIENCY GENERAL NOTES
PART 3.2 FOOTINGS AND SLABS REFER ENGINEERS SPECIFICATION ENSURE APRON FLASHINGS PROVIDE ADEQUATE COVER FROM SHEET UPTURNS.
THESE PLANS ARE SUBJECT TO B.E.R.S. (BUILDING ENERGY RATING SCHEME)
3.2.2 - PREPARATION STORM WATER LINES SHOWN INDICATIVE ONLY AND SHALL BE CONFIRMED BY PLUMBER / DRAINER ON SITE.
ALL DOWNPIPES TO BE MIN 100MM DIA PVC PIPE. ASSESSMENT OR DEEMED TO COMPLY ASSESSMENT.
REFER ENGINEERS SLAB AND FOOTING DESIGN HYDRAULIC CONSULTANTS DRAWINGS TO TAKE PRECEDENCE. - PROVIDE R2.5 TO CEILING OR ROOF AS SPECIFIED IN B.E.R.S
3.2.3 - CONCRETE AND REINFORCING PROVIDE MIN R2.5 INSULATION BETWEEN ROOF AND CEILING OR AS SPECIFIED IN B.E.R.S ASSESSMENT. - PROVIDE MIN R1.5 TO EXTERNAL WALLS OR AS SPECIFIED IN B.E.R.S
CONCRETE MUST BE MANUFACTURED TO COMPLY WITH AS 3600. STEEL REINFORCING TO COMPLY WITH AS 2870 REFER TO ELEVATIONS SECTIONS AND DETAILS FOR ADDITIONAL ROOF AND FASCIA DETAILS - 80% OF FLOOR AREA TO HAVE APPROVED ENERGY EFFICIENT LIGHTING.
2
3.2.4.1 - SITE CLASSIFICATION - WATER HEATER TO BE AN APPROVED ENERGY EFFICIENT
REFER TRUSS MANUFACTURERS SPECIFICATION FOR
AS DETERMINED IN GEOTECHNICAL REPORT. ● TIMBER TRUSSES / RAFTERS AND GENERAL ROOF FRAMING. GAS, SOLAR, OR HEAT PUMP INSTALLED BY LICENSED TRADESPERSON.
3.2.5 - FOOTING AND SLAB CONSTRUCTION
8-
REFER ENGINEERS SLAB AND FOOTING DESIGN
REFER ROOF CONTRACTORS SPECIFICATION FOR
● SHEET ROOF FIXING, FASCIA, GUTTER RAINWATER GOODS AND ACCESSORIES.
GENERAL NOTES
● CORROSION PROTECTION / MINIMUM METAL COATING TO AS 1397. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA NATIONAL
SLAB GENERAL NOTES ● ANTI-CAPILLARY BREAKS IN ROOF CAPPING AND FASCIA FLASHINGS. CONSTRUCTION CODE VOL 2
SLAB AND FOOTINGS TO BE IN STRICT ACCORDANCE WITH ENGINEERS SPECIFICATION. ● DOWN PIPE AND GUTTER SIZING. THE QUEENSLAND BUILDING ACT 1975 AND THE REQUIREMENTS OF THE LOCAL AUTHORITY.
-0
- DIMENSIONS AND FLOOR RL'S TO BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION. ● SHEET LENGTH / RUN VS PITCH FOR RELEVANT SHEET PROFILES NOMINATED. SEWERAGE AND FLOOR WASTES TO DISPOSAL SYSTEM AS APPROVED BY THE LOCAL
- SLAB FFL 250MM> GROUND FSL. AUTHORITY, AND IN ACCORDANCE WITH THE SEWERAGE AND WATER SUPPLY ACT.
- GRADE EARTHWORKS AROUND SLAB 1:20 AWAY FROM SLAB MIN 900MM 3.5.3 WALL CLADDING CONNECT DOWNPIPES TO STREET VIA 100MM PVC PIPE OR AS REQUIRED BY THE LOCAL
- SHOWER & DOOR TRACK RECESSES TO OWNERS / CONTRACTOR SPECIFICATIONS UNLESS NOTED. 3.5.3.0 METAL WALL CLADDING AUTHORITY.
- CONFIRM WITH OWNER IF TAP IS REQUIRED BEHIND REFRIGERATOR. DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS 1562.1 ENSURE THE GROUND LEVEL FALLS MIN 1:20 - 900mm AWAY FROM THE BUILDING LINE.
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- CONFIRM WITH OWNER IF GAS HOB / OVEN CONNECTION IS REQUIRED. 3.5.3.1 PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL STRUCTURES TO PERIMETER OF
- VANITY BASIN PLUMBING SHALL BE CONCEALED IN WALLS TO ALLOW FOR SUSPENDED WALL HUNG FIXING. A. DESIGN WIND SPEED OF NOT MORE THAN N3 WORK AREA.
- WHERE POLISHED CONCRETE IS TO BE USED, HI-PER FLOOR™ SYSTEM IS RECOMMENDED. B. INSTALL WALL CLADDING IN ACCORDANCE WITH, DO NOT SCALE FROM DRAWING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
i 3.5.3.2 - TIMBER WEATHERBOARD CLADDING. SETBACKS, AND LEVELS OF SERVICES ON SITE, BEFORE COMMENCING WORK .
LEVELS GENERAL NOTES ii 3.5.3.3 - FIBRE CEMENT PLANKS AND WEATHER BOARD CLADDING. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STABILITY OF THE STRUCTURE UNTIL
FINISHED FLOOR LEVELS AND CEILING HEIGHTS MAY VARY AND MAY BE SUBJECT TO CHANGE. ANY ALTERATIONS OF LEVELS TO BE
iii 3.5.3.4 - FIBRE CEMENT SHEET AND PLYWOOD CLADDING. COMPLETION AND SHALL ENSURE THAT NO PART OF THE STRUCTURE IS OVERSTRESSED BY
CONFIRMED ON SITE BEFORE COMMENCEMENT TO AVOID ANY CONFLICT WITH WINDOW AND DOOR HEIGHTS, STAIRWAYS,
C. 3.5.3.5 - FIBRE CEMENT SHEET EAVES. CONSTRUCTION LOADING.
ED
ADEQUATE CEILING HEIGHTS, STRUCTURE, RETAINING WALLS AND OVERALL HEIGHT.
D. 3.5.3.6 - FLASHING TO OPENINGS IN CLADDING.
PART 3.3 MASONRY TO BE IN ACCORDANCE WITH ENGINEER SPECIFICATION AND AS 3700. CLADDING GENERAL NOTES STANDARDS REFERENCE
3.3.1 UNREINFORCED MASONRY ALL EXTERNAL CLADDING SYSTEMS NOMINATED SHALL BE FIXED IN ACCORDANCE DESIGN SHALL COMPLY TO ALL RELEVANT AUSTRALIAN STANDARDS & GENERAL BUILDING
PRACTICE.
3.3.2 REINFORCED MASONRY WITH RELEVANT MANUFACTURERS SPECIFICATIONS.
AS1684.2 - 1999 - RESIDENTIAL TIMBER-FRAMED CONSTRUCTION
EXTERNAL WALLS SHALL HAVE 10MM PLASTER BOARD LINING ON INTERNAL FACE. REFER B.E.R.S
3.3.3 MASONRY ACCESSORIES PART 3.6 GLAZING AS3600 - CONCRETE STRUCTURES
AS4100 - STEEL STRUCTURES
3.3.4 WEATHER PROOFING OF MASONRY
EVERY EXTERNAL WALL AND JUNCTION BETWEEN WALL AND ANY DOOR OR WINDOW TO BE WEATHER PROOFED
IN ACCORDANCE WITH AS 3700 - MASONRY STRUCTURES.
D GLAZING TO BE IN ACCORDANCE WITH AUSTRALIAN STANDARD 1288 - 2006.
AND MANUFACTURERS SPECIFICATION.
DOOR / WINDOW SCHEDULE IS INDICATIVE ONLY AND
AS3700
AS3500
AS3786
- MASONRY STRUCTURES
- WATER SUPPLY
- SMOKE ALARM
EN
SUBJECT TO CONFIRMATION UPON SITE MEASURE. AS3660 - TERMITE PROTECTION
BRICKWORK GENERAL NOTES ALL ALUMINIUM FRAMES TO BE CLEAR ANODISED U.N.O AS1926 - POOL FENCING
BRICKLAYER TO PROVIDE GAL. WALL TIES AT TWO COURSES ABOVE
IF GLASS TINT IS REQUIRED GREEN TINT RECOMMENDED. AS3740 - WATERPROOFING OF WET AREAS RESIDENTIAL
FLASHING LINE AND 1 ROW IN THE SECOND LAST BED JOINT FROM
TOP OF WALL AND @ 500 CRS IN BETWEEN ON EACH STUD. PART 3.7 FIRE SAFETY LININGS & INSULATION
PROVIDE WEEPHOLES @ 900 CRS. ALONG FLASHING. ALL MASONRY
TO COMPLY WITH AS3700. 3.7.1 FIRE SEPARATION - 10MM PLASTERBOARD TO WALLS & CEILINGS PAINT FINISH
3.7.2 SMOKE ALARMS - 6MM VILLABOARD TO ALL WET AREAS.
AM
PART 3.4 FRAMING REFER ENGINEERS SPECIFICATION PROVIDE SMOKE ALARMS IN ACCORDANCE WITH AS 3786. - PAPER TAPE SQUARE SET FINISH TO ALL WALL AND CEILING JOINS
3.4.0 FRAMING HARD WIRED TO CONSUMER MAINS POWER ( WHERE SUPPLIED) - VILLABOARD LINING TO EAVES
3.4.1 SUB FLOOR VENTILATION 3.7.3 HEATING APPLIANCES - 42X12MM PINE SPLAYED ARCHITRAVE TO DOORS/WINDOWS AND CUPBOARDS
3.7.4 BUSHFIRE AREAS - 68X12MM PINE SPLAYED SKIRTING BOARD TO WALL AND FLOOR JOINTS EXCEPT IN WET
SUB FLOOR SPACE BETWEEN A SUSPENDED FLOOR OF A BUILDING AND THE GROUND MUST BE VENTILATED AS PER THE AREAS
FOLLOWING - BE CLEARED OF ALL BUILDING DEBRIS AND VEGETATION, BE CROSS VENTILATED BY MEANS OF OPENINGS, 3.7.5 ALPINE AREAS. - ALL INTERNAL & EXTERNAL JOINERY HEIGHTS AS NOTED
CONTAIN NO DEAD AIR SPACES, BE GRADED IN ACCORDANCE WITH 3.1.2.3, AND HAVE EVENLY SPACED VENTILATION OPENINGS IN - REFER TO B.E.R.S. DOCUMENTATION FOR OTHER INSULATION REQUIREMENTS
ACCORDANCE WITH FIG 3.4.1, DIAGRAM A. PART 3.8 HEALTH AND AMENITY
400MM CLEARANCE REQUIRED ONLY WHERE TERMITE BARRIERS ARE INSTALLED THAT NEED TO BE INSPECTED.
ON SLOPING SITES THE 400 MM CLEARANCE MAY BE REDUCED TO 150MM WITHIN 2M OF EXTERNAL WALLS.
3.8.1 WET AREAS AND EXTERNAL WATER PROOFING PLUMBING
EXTERNAL WATER PROOFING AS PER P2.2.2 PLUMBER & DRAINER TO LOCAL AUTHORITY REQUIREMENTS BY LICENSED TRADESMAN.
ALL WET AREA WATER PROOFING TO BE IN ACCORDANCE WITH AS 3740.TABLE 3.8.1.1 AND P2.4.1 FLOOR WASTES TO BE PROVIDED TO ALL WET AREAS AND THE FLOORS TO FALL TO THESE
3.4.2 STEEL FRAMING EXTERNAL WATER PROOFING AS PER P2.2.2
AS 4100 - STEEL STRUCTURES WASTES. ALL WET AREA FLOOR AND SHOWER FLOORS TO COMPLY WITH SECTION 3.8.1 WET
3.8.2 ROOM HEIGHTS AREAS AND EXTERNAL WATER PROOFING
3.4.2.2 GENERAL MIN HABITABLE ROOM HEIGHT - 2400MM
A. STEEL FRAMING MUST BE PROTECTED FROM CORROSION IN ACCORDANCE WITH TABLE 3.4.4.2. AND, HOT WATER SYSTEMS:
MIN KITCHEN BATHROOM HEIGHT - 2100MM ALL HOT WATER SYSTEMS TO BE INSTALLED WITH A TEMPERING VALVE & MUST COMPLY
B. MUST BE PERMANENTLY ELECTRICALLY EARTHED ON COMPLETION OF FIXING.
3.8.3 FACILITIES WITH AS1357.2 HOT WATER MUST BE SUPPLIED BY EITHER A,
3.4.3 TIMBER FRAMING PROVIDE LIFT OF HINGES TO FULLY ENCLOSED SANITARY COMPARTMENT DOORS SOLAR HOT WATER SYSTEM, HEAT PUMP OR GAS HOT WATER SYSTEM
TIMBER FRAMING TO BE IN ACCORDANCE WITH AS 1684. TOILET CISTERNS & BOWLS:
3.8.4 LIGHT
3.4.4.2 STRUCTURAL STEEL MEMBERS IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL CISTERNS MUST HAVE DUAL
3.8.5 VENTILATION
CORROSION PROTECTION GENERAL NOTES PROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH AS 1668.2 TO ANY SANITARY COMPARTMENT OR BATHROOM FLUSH FUNCTIONS & A MIN 4 STAR WATER EFFICIENCY LABELING & STANDARDS (WELS)
ALL METAL USED IN STRUCTURAL CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THE WITHOUT NATURAL VENTILATION. RATING.DURING RENOVATION IF ONE CISTERN REPLACED ALL OTHER CISTERNS IN THE
PARTICULAR CONDITIONS OF USE. ALL CORROSION PROTECTION TO BE IN ACCORDANCE WITH B.C.A - N.C.C TABLES 3.8.6 SOUND INSULATION HOUSE MUST ALSO BE REPLACED. (ALL CISTERNS TO BE COMPATIBLE WITH THE SIZE OF THE
- TABLE 3.4.4.2 PROTECTIVE COATINGS FOR STEEL WORK BOWL.)
- TABLE 3.5.1.1A ACCEPTABLE CORROSION PROTECTION FOR SHEET ROOFING. SHOWER ROSES:
WHERE CORROSION PROTECTION OF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791, A.S. 1397 AND A.S. IN AREAS SERVICED BY A WATER2016 - 0730
SERVICE PROVIDER, ALL SHOWER ROSES MUST HAVE A MIN
1214.THE LEVEL OF CORROSION PROTECTION PROVIDED SHALL TAKE INTO CONSIDERATION WEATHER EXPOSURE, TIMBER 3 STAR WELS RATING.DURING RENOVATION IF ONE SHOWER ROSE IS REPLACED, ANY OTHER
TREATMENT, MOISTURE AND PRESENCE OF SALT. REFER TO ENVIRONMENT CLASS LOW / MEDIUM / HIGH FOR MINIMUM METAL SHOWER ROSES IN THE HOUSE MUST ALSO BE REPLACED.
COATING IN ACCORDANCE WITH AS 1397. WHERE OTHER TYPES OF CORROSION PROTECTION ARE PROVIDED, THESE SHALL
SATISFY THE REQUIREMENTS OF THE RELEVANT AUTHORITY.
SITE ADDRESS BUILDER CLIENT PROJECT DESCRIPTION ISSUE REVISION
SX Constructions S Tritton & P Loxton Proposed Additions WD D - 02
Lot 2 No 20 Mitti Street - Noosa Heads - STATUS : Issued For Building DRAWN : CH PROJECT NO
SHEET NO.
VBD 15 10
Approval
29 of 29
CECKED BY: CLH
© 2015 These drawings remain copyright of VOID Building Design and
04 3 1 5 14 4 8 3 / C HR IS @ V O ID B UIL D ING D E S IG N. C O M
GSPublisherEngine 1143.3.3.100
/ Q B C C L IC N O 13 17 6 10 may not be used in part or in whole without written consent by the author. DATE : 10/08/2017 PLOT DATE: 10/08/2017
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