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Amended proposed plans - DA 3
Attached to the e-mail FW MCU220086 - Council information request.msg.
Plans and drawings
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Log in to see the plans as drawn STANDARD SPECIFICATIONS SHEET
BE ADVISED : SOME CLAUSES IN THIS SPECIFICATION MAY NOT BE RELEVANT TO THIS PROJECT. CHECK AGAINST BUILDER SPECIFICATIONS AND ENGINEERING DRAWINGS & SPECIFICATIONS.
REVISION
- WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE - PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED WITH 50mm CLEAN SAND
No. DATE DESCRIPTION ISS. BY
FABRIC 75mm WIDE IN CENTRE OF EACH LEAF OPENING EXTENDING ALUMINIUM OF 600mm BEYOND AND GRADE TO FALLS.
GENERAL SYMBOLS LEGEND THE OPENING. - UNLESS NOTED PAVING PATTERN IS TO CLIENTS DETAIL.
- UNLESS OTHERWISE SHOWN ON DRAWINGS EXTERNAL FACE WORK: 230x110x76mm WINDOW SILLS: - BRICK PAVERS SHALL BE:
SYMBOL DESCRIPTION SYMBOL DESCRIPTION 2c FACE BRICK SPLAYED SILLS. TRAFFICABLE AREAS: MIN. 65mm SOLID CLAY OR CONCRETE
PEDESTRIAN AREAS: MIN. 43mm SOLID CLAY OR CONCRETE
HC EXTERNAL HOSECOCK FW FLOOR WASTE 6.0 LINTELS
GAS GAS CONNECTION SK KITCHEN SINK 16.0 ENERGY EFFICIENCY
MAX SPAN LINTELS SIZE BEARING EACH END - INSULATION MUST FORM A CONTINUOUS BARRIER WITH CEILINGS, WALLS AND FLOORS BY
HW HOT WATER CONNECTION VB VANITY BASIN (mm) (VERT x HORIZ x THICK) (mm) ABUTTING OR OVERLAPPING ADJOINING INSULATION.
- INSULATION MUST NOT ADVERSELY AFFECT DOMESTIC SERVICES OR FITTINGS.
CW COLD WATER CONNECTION WC WC WASTE 900 75x10 150 - REFLECTIVE INSULATION IS TO BE PROVIDED WITH A MINIMUM 25mm AIRSPACE AND IS FITTED
1200 75x75x8 150 CLOSE TO OPENINGS SUCH AS WINDOWS/DOORS ETC. AND IS PROVIDED WITH ADEQUATE SUPPORT.
HC HOUSE CONNECTION LT LAUNDRY TUB 1500 90x90x8 150
- BULK INSULATION MUST MAINTAIN ITS POSITION, THICKNESS. ENSURE THAT CEILING INSULATION
IO INSPECTION OPENING STK PLUMBING STACK TO 1800 100x75x8 230 OVERLAPS UN-INSULATED WALLS.
2100 125x75x8 230 - CONSTRUCTION JOINTS, SUCH AS BETWEEN WALL AND FLOOR, ARE TO BE TIGHT FITTING OR
ORG OVERFLOW RELIEF GULLY FLOOR ABOVE / BELOW 2400 125x75x10 230 SEALED USING CAULKING OR JOINERY ITEMS SUCH AS SKIRTING OR CORNICES.
2500 100x100x8 230 - EXHAUST FANS ARE TO BE FITTED WITH A SELF CLOSING DAMPER.
YG YARD GULLY SH SHOWER 3000 150x90x10 230 - ROOF LIGHTS MUST BE SEALED WITH WEATHERPROOF SEALS.
DP DOWNPIPE LOCATION BA BATH - HEATED WATER PIPING MUST BE THERMALLY INSULATED AND PROTECTED AGAINST THE WEATHER
AND SUN.
7.0 CARPENTRY WORK - INTERNAL HEATED WATER PIPING TO HAVE AN R VALUE OF 0.2
- ENCLOSED ROOF SPACE TO HAVE AN R VALUE OF R3.5
1.0 GENERAL - ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING CODE. DRAW
- ALL DIMENSIONS SHALL BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF ANY WORK STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE BY 2x30mm GALV.
- ALL MATERIALS SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND CLOUTS/STRAP.
UNLESS OTHERWISE STATED ON THE PLANS SHALL BE NEW AND THE BEST OF THE THEIR
RESPECTIVE KIND AND SUITABLE FOR THEIR INTENDED PURPOSES. - REFER TO AS 1684 FOR ROOF FRAMING SIZES UNLESS SPECIFIED ON DRAWINGS. SUBTERRANEAN TERMITES:
- ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO
GOOD TRADE PRACTICES - SUPPLY AND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS. SUBTERRANEAN TERMITE PROTECTION TO BE IN
- ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE RESPECTIVE AUTHORITY
HAVING JURISDICTION OVER THE WORKS. 8.0 ROOFING ACCORDANCE WITH AS 3660. KORDON PHYSICAL
- THE ARCHITECTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH THE SPECIFICATION, - SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH TERMITE BARRIER TO PERIMETER AND ALL SLAB
SCHEDULES AND CONSULTANTS DRAWINGS THAT FORM PART OF THE CONSTRUCTION DOCUMENTS MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES. PROTRUSIONS / PENETRATIONS. 80MM MIN
REFERRED TO IN THE "BUILDING CONTRACT". - GUTTER, FASCIA, DOWNPIPES, FLASHING SHALL BE IN LONGEST POSSIBLE LENGTHS.
- DO NOT SCALE FROM DRAWINGS. NOTIFY OF ANY ERRORS OR OMISSIONS BEFORE PROCEEDING - ALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO EXPOSED SLAB FACE TO PERIMETER TO ACT AS
WITH ANY WORKS COMPLETE WORK. VISUAL DETECTION SYSTEM AGAINST TERMITE
- ENSURE THAT SUBSTRATES ARE SUITABLE FOR THE INTENDED SUBSEQUENT FINISHES. - ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHING, FLUMES THROUGH ROOF. INFESTATION AS PER AS3660 AND ALL RELATED
COMMENCEMENT OF WORK ON THE SUBSTRATES IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF - FIX GUTTERS & FLASHING TO PERMIT THERMAL MOVEMENT IN THEIR FULL LENGTH.
THE SUBSTRATES ON WHICH FINISHES ARE APPLIED. - SEAL BETWEEN OVERLAPPING FLASHING; FLASHING TURNED DOWN OVER BASE OR APRON CODES. ANY OTHER SYSTEM USED MUST BE A
- CONTRACTOR IS TO SUPPLY ALL EQUIPMENT NECESSARY FOR THE COMPLETION OF THE RESPECTIVE FLASHING; FLASHING OVER METAL ROOF; FLASHING OVER SECRET GUTTERS; AROUND ROOF CERTIFIED SYSTEM TO BCA REQUIREMENTS.
WORKS. PENETRATIONS ETC.
- CONTRACTOR IS RESPONSIBLE FOR THE PROGRESSIVE CLEAN UP DURING AND AFTER THE
COMPLETION OF RESPECTIVE WORKS. 9.0 WINDOWS/GLAZING
- UNLESS OTHERWISE STATED ON THE DRAWINGS WINDOW FRAMES SHALL BE ALUMINIUM
2.0 EARTHWORKS RESIDENTIAL OR COMMERCIAL IN SECTION WITH POWDERCOAT FINISH AS SELECTED BY OWNER.
- ALLOW FOR FLYSCREENS TO BE FITTED TO ALL WINDOWS.
NEW CONSTRUCTION
- UNLESS OTHERWISE STATED, REMOVE TOPSOIL TO A MINIMUM DEPTH OF 200mm INCLUDING ALL
ROOTS, AND OTHER MATTER, AND REQUIRED BY THE SOIL CONDITION AND/OR BUILDER. PROVIDE - ANGLED WINDOW UNITS SHALL BE FACTORY MADE AND FIXED AND DELIVERED ON SITE AS A
SUITABLE CLEAN FILL AND COMPACT IN LAYERS NOT GREATER THAN 300mm TO REDUCE LEVELS AS COMPLETE UNIT. - FOR HABITABLE ROOMS:
SHOWN. - WHERE RELEVANT WINDOWS ARE TO COMPLY WITH THE SPECIFICATIONS PROVIDED BY THE - TOTAL R VALUE MUST BE 2.8
- DO NOT EXCAVATE SERVICES TRENCHES WITHIN AN ANGLE OF 45 DEGREES DOWN FROM THE THERMAL PERFORMANCE ASSESSOR.
BOTTOM EDGE OF THE FOOTING. - CLEAR GLASS GENERALLY: OBSCURE GLASS TO BATHROOMS, REFER TO DRAWINGS.
- ALL RETAINING WALLS TO BE TREATED WITH "BITKOTE" WATERPROOFING AGENT. - WHERE GLASS BLOCKS HAVE BEEN NOMINATED, THEY SHALL BE IN FRAMES AND INSTALLED TO
MANUFACTURERS SPECIFICATIONS
3.0 CONCRETE
- ALL CONCRETE REINFORCEMENT AND FORMWORK SHALL BE TO STRUCTURAL ENGINEERS DETAILS, 10.0 JOINERY
RELEVANT BUILDING CODES AND STANDARDS. - ALL JOINERY SHALL BE OF HIGHEST QUALITY MATERIALS TO BEST TRADE PRACTICES AND HIGH
- THE FOOTING AND SLAB CONSTRUCTION IS TO COMPLY WITH AS 2870. QUALITY FINISH.
- PROVIDE A PROPRIETARY VAPOUR BARRIER WHICH CONSISTS OF HIGH IMPACT RESISTANT - EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40 WEATHERED
POLYTHENE FILM MIN 0.2mm THICK WHICH HAS BEEN PIGMENTED AND BRANDED BY THE THRESHOLD U.N.O.
MANUFACTURER. - SUPPLY AND BUILD IN TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWN ON
.
ARCHITECTURAL DRAWINGS.
. A
4.0 TERMITE PROTECTION
D
- PROVIDE ANTI-TERMITE TREATMENT UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS 11.0 CEILINGS
- CEILINGS SHALL BE RECESSED EDGE, MINIMUM 8.0mm PLASTERGLASS OR GYPROCK.
R
3660.1 AND APPENDIX D, FOR RETICULATED SYSTEMS.
O
- BUILDER SHALL PROVIDE "BIFLEX" OR SIMILAR APPROVED ANTI-TERMITE TREATMENT IN - FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS USING APPROVED SYSTEMS
F TION
ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARD CODES. TO PROVIDE FLUSH SMOOTH CONTINUOUS SURFACE.
E
- PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS & EDGES.
U
5.0 BRICKWORK - PROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS SHOWN ON THE
ISS FOR CO TRUC
- BRICK WORK SHALL COMPLY WITH : AS A123 MASONRY CODE & AS 3700 MASONRY CODE. DRAWINGS.
- BRICK GAUGE 7 STANDARD COURSES = 600 m m . MORTAR FOR MASONRY CONSTRUCTION
- TIES SHALL BE 3.5mm DIAMETER GALVANIZED WIRE KINKED FOR AND BUILT IN EVERY 5TH COURSE AT
APPROXIMATELY 900mm CENTRES, WITH ADDITIONAL TIES AT THE RATE OF 1 TIE/300mm HEIGHT OF
12.0 PLASTERING
- INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN & FRIDGE RECESSES ETC SHALL BE (OTHER N S
THAN FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS) FLOAT AND SET IN HARDWALL
NOT
OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF OPENINGS. BUILD TIES INTO EACH
LEAF AT LEAST 50mm. PLASTER U.N.O.
- VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE FILLED AT COMPLETION WITH A CONTINUOUS - PLASTERED WALLS SHALL BE NOMINAL 12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND
FILLER STRIP.
- CAVITIES TO BE KEPT CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY OMIT BRICKS TO
RENDER, AND FINISHED WITH NOMINALLY 3mm HARDWALL PLASTER.
- SUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS. BAL 12.5 BUSHFIRE matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
PERMIT RAKING OUT OF CAVITY BOTTOMS. - PROVIDE STOP BEADS WHERE PLASTER WORK ABUTS TIMBER FRAMES, OR FACEWORK. www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
- FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHING AND CAVITY FILL KEEP CLEAR OF - EXTERNAL RENDER WHEN APPLICABLE SHALL BE 2 COAT SAND FINISH. (FOR PAINTING). SUBFLOOR ENCLOSURE BY EXTERNAL WALL OR BY STEEL, BRONZE OR ALUMINUM MESH. NON- ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL NOT BE SUPPORTS COMBUSTIBLE OR NATURALLY FIRE RESISTANT TIMBER SUPPORTS WHERE THE - THE BUILDING CODE OF AUSTRALIA (BCA);
MORTAR. DO NOT LOCATE WEEPHOLES CLOSER THAN 500mm TO JOINTS IN DAMP PROOF COURSES - THE QUEENSLAND DEVELOPER CODE (QDC);
FLUSHED UP WITH FRAMES. SUBFLOOR IS UNENCLOSED - BUILDING REGULATIONS;
OR FLASHING. - CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
- PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF BRICK WORK AND SLAB - PROVIDE V-JOINTS IN RENDER & FINISHING PLASTER WHERE BRICK WORK ABUTS OR JOINS ONTO FLOORS CONCRETE SLAB ONGROUND OR ENCLOSURE BY EXTERNAL WALL, METAL MESH AS DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK. CONCRETE WORK. ABOVE OR FLOORING LESS THAN 400MM ABOVE GROUND LEVEL TO BE NON- DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
- SETOUT BRICKWORK ACCURATELY, PLUMP, LEVEL AND PROPERLY BONDED. RISING WORK TO BE COMBUSTIBLE, NATURALLY FIRE RESISTANT TIMBER OR PROTECTED ON THE PROJECT ADDRESS
13.0 FLOORING FINISHES
RAKED BACK, JAMBS, REVEALS, CORNERS, PERPENDS, ETC TO BE TRUE, PLUMB AND IN LINE WITH
PERPENDS TRUE LINE. SETOUT DOOR FRAMES NEAR PERPENDICULAR WALL WITH A MERGIN OF 12mm - CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH SELECTED UNDERLAY
UNDERSIDE WITH SARKING OR MINERAL WOOL INSULATION 411 BLACK PINCH ROAD,COOTHARABA
EXTERNAL PARTS LESS THAN 400MM ABOVE GROUND OR DECKS ETC TO BE OF NON-
OR GREATER THAN 50mm SMOOTH EDGE, DIMINISHING STRIPS ETC, TO COMPLETE THE WORKS: REFER TO DRAWINGS AND
WALLS COMBUSTIBLE MATERIAL, 6MM FIBRE CEMENT. CLAD OR BUSHFIRE QLD 4565
- PROVIDE 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND INTERNAL BRICKWORK TO BE FINISHES SCHEDULE.
RESISTANT/NATURALLY FIRE RESISTANT TIMBER DRAWING TITLE
PLASTERED. - PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, ANGLE
- WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE
FABRIC 75mm WIDE IN CENTRE OF EACH LEAF OPENING EXTENDING ALUMINIUM OF 600mm BEYOND
TRIMS ETC. TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE.
- PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS,
EXTERNAL
WINDOWS
4MM GRADE 'A' SAFETY GLASS OR GLASS BLOCKS WITHIN 400MM OF GROUND, DECK
ETC WITH OPENABLE PORTION METAL SCREENED WITH FRAME OF METAL OR METAL CONSTRUCTION LEGEND
THE OPENING. DIMINISHING BOARDS ETC TO COMPLETE THE WORKS: FLOOR BOARDS TO BE SANDED AND REINFORCED PVC-U OR BUSHFIRE RESISTING TIMBER
POLISHED TO HIGH STANDARD WITH PREMIUM QUALITY SEALER (2 COATS). REFER TO DRAWINGS EXTERNA SCREENED WITH STEEL, BRONZE OR ALUMINUM MESH OR
BUILD IN ALCOR/PGI FLASHINGS AS FOLLOWS: AND FINISHES SCHEDULE. L DOORS GLAZED WITH 5MM TOUGHENED GLASS, NONCOMBUSTIBLE OR 35MM SOLID TIMBER
CLIENT
- WHEREVER SHOWN ON DRAWINGS. FOR 400MM ABOVE THRESHOLD, METAL OR NATURALLY FIRE RESISTANT (HIGH MATT PAVELICH AND JUSTINE OXLEY
- CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED). 14.0 SIGNAGE DENSITY) TIMBER FRAMED FOR 400MM ABOVE GROUND, DECKING, ETC, TIGHT-FITTING
- OVER LINTELS TO EXPOSED OPENINGS - EXTEND THE FULL WIDTH OF OUTER LEAF CONTINUOUS - WHERE NECESSARY SUPPLY & FIX SELECTED UNIT AND HOUSE NUMBERS TO EACH UNIT AND TO WITH WEATHER STRIPS AT BASE DRAWN
ACROSS CAVITY 50mm INTO INNER LEAF 2c ABOVE. LETTERBOXES AS SCHEDULED. KD/EB
ROOFS NON-COMBUSTIBLE COVERING. ROOF/WALL JUNCTION SEALED. OPENINGS FITTED SCALE
- OVER ROOF - EXTEND THE FULL WIDTH OF EXTERNAL LEAF, STEPPED TO ROOF SLOPE TURNED
DOWN MIN. 50mm OVER BASE FLASHING. TURN UP IN CAVITY SLOPING INWARDS AND BUILT INTO 15.0 PAVING WITH NON-COMBUSTIBLE EMBER GUARDS. 1 : 100 @ A3
INNER LEAF 1c ABOVE. - GENERALLY: WHEN PAVING IS INCLUDED IN THE BUILDING CONTRACT THE FOLLOWING SHALL VERANDAHS, ENCLOSED SUB-FLOOR SPACE – NO SPECIAL REQUIREMENT FOR MATERIALS EXCEPT DATE
- DOOR/WINDOW STILES - EXTEND THE FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED APPLY AS A MINIMUM STANDARD. DECKS ETC. WITHIN 400MM OF GROUND. NO SPECIAL REQUIREMENTS FOR SUPPORTS 2022-08-17
WITH SILL AND HEAD FLASHING AT EACH END. · SUPPLY AND LAY ALL PAVING TO EXTERNAL AREAS AS SHOWN ON WORKING DRAWINGS. OR FRAMING. DECKING TO BE NON-COMBUSTIBLE OR BUSHFIRE RESISTANT WITHIN PROJECT NO.
- STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHING · CUT, FILL & COMPACT SAND TO REQUIRED LEVELS. SCREED TO UNIFORM THINNESS AND LEVELS 300MM HORIZONTALLY AND 400MM VERTICALLY FROM A GLAZED ELEMENT 2022032
CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR FRAME. NOMINAL 300m WIDE. · PROVIDE BRICK EDGE RETAINING FOOTING EMBEDDED IN MORTAR BENEATH THE PAVING BRICK DRAWING NO.
- FOR HORIZONTAL STRUCTURES/SERVICES: CONTINUOUS FLASHING BUILT IN AS FOR OVER LINTELS.
- AT CAVITY WALLS WITH GLASS BLOCK 300mm WIDE FIXED TO GLASS BLOCK FRAME AND TURNED
· TO DRIVEWAY AREAS, PROVIDE NOMINAL 300x150mm CONCRETE FOOTING ALONG PERIMETER OF
DRIVEWAY AND BED EDGE BRICK IN MORTAR.
WD-02 rev:
AWAY IN CAVITY FROM INNER LEAF. QBCC LICENCE: 15025395
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