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Amended proposed plans - DA 3
Attached to the e-mail FW MCU220086 - Council information request.msg.
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Log in to see the plans as drawn REVISION
No. DATE DESCRIPTION ISS. BY
FRONT PERSPECTIVE
D. A.
E OR
F TION
U
ISS FOR CON STRUC
NOT
matt bradley designs
PARADISE - HOUSE RELOCATION DRAWING REGISTER ©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- THE BUILDING CODE OF AUSTRALIA (BCA);
CLASS 1A PRIMARY DWELLING NO. DRAWING NAME ISSUE LATEST REVISION DESCRIPTION DATE ISSUED - THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
- CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
REAL PROPERTY DESCRIPTION: WD-01 COVER PAGE PROJECT ADDRESS
- PROPERTY ADDRESS: 411 BLACK PINCH ROAD,COOTHARABA QLD 4565 WD-02 CONSTRUCTION LEGEND 411 BLACK PINCH ROAD,COOTHARABA
- LOT PLAN: 1SP297286
- SITE AREA: 111066.68 sq.m.
WD-03 LOCALITY PLAN QLD 4565
WD-04 SITE PLAN DRAWING TITLE
WD-05 EXISTING / DEMO POST SETOUT COVER PAGE
WD-06 EXISTING / DEMO FIRST FLOOR
WD-07 EXISTING / DEMO ROOF PLAN
EXISTING HOME AREAS NEW HOME AREAS WD-08 NEW POST / SLAB SETOUT PLAN CLIENT
MATT PAVELICH AND JUSTINE OXLEY
FRONT DECK: 84.2m² FRONT DECK: 84.2m² WD-09 NEW FIRST FLOOR DRAWN
WD-10 NEW ROOF PLAN KD/EB
FIRST LEVEL: 170.0m² FIRST LEVEL: 170.0m² SCALE
REAR DECK: 7.3m² REAR DECK: 9.1m² WD-11 ELEVATIONS As indicated @ A3
DATE
WD-12 ELEVATIONS 2022-08-17
TOTAL: 261.5m² TOTAL: 263.3m² WD-13 ELECTRICAL PLAN PROJECT NO.
MEASURED TO OUTSIDE FACE OF WALL MEASURED TO OUTSIDE FACE OF WALL 2022032
DRAWING NO.
REFER TO CONSTRUCTION LEGEND SHEET FOR BUSHFIRE NOTES WD-01 rev:
QBCC LICENCE: 15025395
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Page 2
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
Page 3
PR
OP
ER
TY
BO
UN
DA
RY
NORTH
SITE NOTES: REVISION
PR
No. DATE DESCRIPTION ISS. BY
· UNLESS A SURVEY PLAN WAS PROVIDED
OP
ASSUME COUNCIL MAPPING WAS USED.
ER
DISCLAIMER: COUNCIL MAPPING MAY BE
T
OFF AND WE WON'T TAKE
YB
RESPONSIBILITY FOR INCORRECT
OU
MAPPING. CLIENT TO PROVIDE SURVEY
ND
PLAN FOR BUILDER TO CHECK.
AR
· CONFIRM ALL DIMENSIONS ON SITE TO
Y
EXISTING RESIDENCE PRIOR TO
COMMENCEMENT OF ANY WORK.
· ALL BUILDING WORK TO BE CARRIED
OUT IN ACCORDANCE WITH A.S.1684 AND
THE B.C.A. AND ALL OTHER RELEVANT
CODES AND STANDARDS.
· EXISTING PLUMBING AND ELECTRICAL
WORKS TO BE REMOVED AND MADE
GOOD AS NECESSARY.
PR
· THIS PLAN IS TO BE READ IN
OP
CONJUNCTION WITH LANDSCAPING
DETAIL PLANS FOR SPECIFIC PLANTING
ER
LOCATIONS.
TY
· THE EXACT LOCATION OF
BO
UNDERGROUND AND ABOVEGROUND
UN
SERVICES SHALL BE PROVEN ON SITE. NO
DA
GUARANTEE IS GIVEN THAT ALL EXISTING
RY
SERVICES ARE SHOWN.
· THIS DRAWING SET TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION
PROPERTY BOUNDARY
PROVIDED.
· BEWARE OF EXISTING SERVICES.
CONFIRM LOCATIONS PRIOR TO
EXCAVATION. TAKE EXTREME CARE.
· REFER ALL MAJOR WORKS TO RAMPS,
WALKWAYS, DRIVEWAYS ETC (INCLUDING
BLACK PIN
CARPARK WORKS, LEVELS & DATUMS)
REFER TO CIVIL ENGINEERS
DOCUMENTATION.
· ALL EFFLUENT & WASTE WATER TO BE
CONNECTED TO COUNCIL SEWERAGE
LINE AS PER COUNCIL & ESTATE
REQUIREMENTS U.N.O.
· ALL ROOF RAINWATER TO BE DIRECTED
TO PROPERTY BOUNDARY FOR
DISTRIBUTION TO THE ROOF WATER
HARVESTING SCHEME AS PER
REQUIREMENTS.
. A.
PROPER
D
· CONTRACT DOCUMENTS AND
R
ENGINEERS DRAWINGS AND
CH ROAD
SPECIFICATIONS ARE TO TAKE
E O
F TION
T
PRECEDENCE OVER THESE PLANS.
Y BOUND
DEMOLITION NOTES:
· CAP OFF EXISTING PLUMBING AND PROPOSED
CARPORT
U
ISS FOR CON STRUC
ARY
ELECTRICAL WORKS AS NECESSARY BY
NOT
(BY OTHERS)
CERTIFIED TRADESPERSON. PROPOSED
· MODIFIED BRICKWORK TO BE
TOOTHED INTO EXISTING WHERE
PRIMARY DWELLING
(HOUSE RELOCATION)
matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
APPLICABLE AND CAVITY TO REMAIN www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
CONTINUOUS AT ALL TIMES. - THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
· EXISTING MATERIALS TO BE REUSED APPROX. WASTEWATER
- CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
TO OWNERS DETAIL.
FASCIA
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
LOCATION
23930
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
· MATERIALS REMOVED FROM SITE PROJECT ADDRESS
MUST BE DISPOSED OF AS PER COUNCIL 411 BLACK PINCH ROAD,COOTHARABA
REGULATIONS.
· INVESTIGATON SHOULD BE PROPERTY
QLD 4565
DRAWING TITLE
UNDERTAKEN BEFORE ALL WORKS THAT BOUNDARY PROPERT
REQUIRES EXCAVATION.
39060
PR
OP
Y BOUNDAR
Y LOCALITY PLAN
ER
FASCIA T YB
STAGING NOTES: OU
N DA CLIENT
MATT PAVELICH AND JUSTINE OXLEY
RY
· STAGE 1 - HOUSE RELOCATION AND CARPORT
DRAWN
· STAGE 2 - BATHROOM RENOVATION
ARY KD/EB
D
PROPOSED DRIVEWAY TO COMPLY WITH AO8 & AO9 of the OUN SCALE
1 : 2000 @ A3
Low Density Housing Code
ERTY B
P
PRO DATE
2022-08-17
PROPOSED CROSSOVER PROJECT NO.
2022032
0 1 2 4 6 8 10 20
1 LOCALITY PLAN DRAWING NO.
WD-03 rev:
1 : 2000 QBCC LICENCE: 15025395
SCALE = 1:200
Page 4
WD-12
2 NORTH
REVISION
No. DATE DESCRIPTION ISS. BY
RAIN WATER TANKS
TOTALING 60,000 LITRES 1 WD-12
MIN. 5,000 LITRE WATER SUPPLY TANK
PROPOSED FOR FIRE FIGHTING. WATER SUPPLY
WD-11 2 PRIMARY OUTLET 50mm FITTED WITH STANDARD
DWELLING FIRE BRIGADE CONNECTION
(HOUSE RELOCATION)
PROPOSED
CARPORT
(BY OTHERS)
PROPOSED
PATH
PROPOSED
DRIVEWAY
. A.
CARPORT FASCIA
OR D
FASCIA
F TION
23345
FASCIA
23570
23930
1
WD-11
UE
ISS FOR CON STRUC
NOT
matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
- CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
PROJECT ADDRESS
411 BLACK PINCH ROAD,COOTHARABA
QLD 4565
DRAWING TITLE
SITE PLAN
PROPERTY BOUNDARY CLIENT
MATT PAVELICH AND JUSTINE OXLEY
DRAWN
KD/EB
SCALE
1 : 200 @ A3
DATE
2022-08-17
PROJECT NO.
2022032
1 SITE PLAN
0 1 2 4 6 8 10 20 DRAWING NO.
WD-04 rev:
1 : 200 QBCC LICENCE: 15025395
SCALE = 1:200
Page 5
NORTH
NOTES: REVISION
No. DATE DESCRIPTION ISS. BY
LICENSED PLUMBER TO VERIFY DOWNPIPE
DECK ABOVE
NUMBERS AND POSITIONS PRIOR TO
CONSTRUCTION OR ORDERING
PLATFORM IMMEDIATELY SURROUNDING DWELLING
TO FALL AWAY AT A SLOPE OF 1 IN 20. SURFACE
DRAINAGE TO DISCHARGE EVENLY WITHOUT
NUISANCE TO ADJOINING PROPERTIES
SITE TO BE SCRAPED CLEAN OF VEGETATION TO
BUILDING AREA
ALL LEVELS SHOWN ARE INDICATIVE ONLY AND ARE
TO BE CONFIRMED ON SITE. NO RESPONSIBILITY
TAKEN FOR ANY LEVELS SHOWN. SURVEYORS
PLANS TO TAKE PRECEDENCE OVER ANY LEVELS ENGINEERS TO SPECIFY
SHOWN ON THESE DOCUMENTS HOUSE POSTS FOR DOUBLE
LANDING BEARERS
ABOVE DECK ABOVE
PLUMBER TO DESIGN GROUNDWATER DRAINAGE HOUSE
ABOVE
SYSTEM. ONE (1) YARD GULLY STANDARD ABOVE
NOTE: ENGINEERS DETAILS, DRAWINGS &
SPECIFICATIONS TO TAKE PRECEDENCE OVER
THESE DRAWINGS
BUILDER TO VERIFY ALL DIMENSIONS PRIOR TO HOUSE ABOVE
ORDERING ANY MATERIALS
SEAL ALL WET AREAS IN ACCORDANCE WITH AS
3740 & BCA REQUIREMENTS GRAVAL PAD ON GROUND
REFER TO ENGINEER'S
PLUMBER RESPONSIBLE TO LOCATE AND CONFIRM NEW DRAWINGS AND
SEWER HOUSE CONNECTION LOCATION DECK SPECIFICATIONS
ACCURATELY PRIOR TO COMMENCEMENT. ABOVE
PLUMBER IS TO VERIFY WITH SITE SUPERVISOR
PRIOR TO SETTING OUT FIXTURE DRAINAGE HOUSE ABOVE SSL 140200
DECK ABOVE
POINTS. NO AMENDMENTS OR SPECIAL FIXTURES
HAVE BEEN NOMINATED
REFER TO SPECIFICATION FOR ALL CONCRETE
SLAB FINISHES
WHERE SERVICES / PIPEWORK ARE LOCATED
UNDER DRIVEWAYS AND SLABS CONTRACTORS
ARE TO ENSURE ADEQUATE COMPACTION TO
TRENCH BACKFILL ACHIEVED TO SUPPORT
CONCRETE
D. A.
REBATE GARAGE DOORS & SLIDING GLASS DOORS
20mm, AND SHOWER RECESSES 40mm IN
PROPOSED DRIVEWAY
E OR
F TION
U
LOCATIONS SHOWN ACCORDING TO MANUF' SPEC.
ISS FOR CO TRUC
OR BUILDERS DIRECTIONS
N S
DEVELOPMENT SEWER CONNECTION DETAILS NOT
AND INFORMATION WAS UNAVAILABLE AT THE
TIME OF WORKING DRAWINGS PREPARATION.
matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
PLUMBER IS RESPONSIBLE TO DETERMINE www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
CONNECTION INFORMATION FROM DEVELOPER - THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
AND TO COMPLY WITH ALL RELEVANT DETAILS - CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
AND REQUIREMENTS DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
PROJECT ADDRESS
411 BLACK PINCH ROAD,COOTHARABA
QLD 4565
SUBTERRANEAN TERMITES: DRAWING TITLE
SUBTERRANEAN TERMITE PROTECTION TO BE IN
NEW POST / SLAB SETOUT
ACCORDANCE WITH AS 3660. KORDON PHYSICAL
TERMITE BARRIER TO PERIMETER AND ALL SLAB
PLAN
PROTRUSIONS / PENETRATIONS. 80MM MIN CLIENT
MATT PAVELICH AND JUSTINE OXLEY
EXPOSED SLAB FACE TO PERIMETER TO ACT AS DRAWN
VISUAL DETECTION SYSTEM AGAINST TERMITE KD/EB
INFESTATION AS PER AS3660 AND ALL RELATED SCALE
1 : 100 @ A3
CODES. ANY OTHER SYSTEM USED MUST BE A DATE
CERTIFIED SYSTEM TO BCA REQUIREMENTS. 2022-08-17
PROJECT NO.
2022032
0 0.5 1 2 3 4 5 10 DRAWING NO.
WD-08 rev:
QBCC LICENCE: 15025395
SCALE = 1:100
Page 6
NORTH
NOTES: NEW BATHROOM AND
REVISION
No. DATE DESCRIPTION ISS. BY
REFER ENGINEERS DRAWINGS & LAUNDRY CUP'D
SPECIFICATIONS FOR ALL DECK 71070 STAGE 2
STRUCTURAL DETAILS,
FRAMING, BRACING, TIE DOWN NEW STAIRS
AND SLAB/FOOTING DETAILS
NEW
BUILDER TO VERIFY ALL RAILING AIR.
BED 03
DRY
DIMENSIONS ON SITE PRIOR TO
1810
ORDERING MATERIALS W/M
SEAL WET AREAS IN 4800 6000
ACCORDANCE WITH AS3740 &
EXISTING DINING STUDY
70
LANDING IN KIT.
BCA REQUIREMENTS NEW POSITION BATHROOM
STAGE 2
PROVIDE FLOOR WASTE TO ALL
REF.
WET AREAS
SMOKE ALARMS TO BE FITTED IN LINEN NEW STAIRS
ACCORDANCE WITH BCA WC
STAIRS, HANDRAILS AND
BALUSTRADING TO BE
1200
CONSTRUCTED IN ACCORDANCE
WITH BCA P3.9.2 AND ALL 2ND LIVING
RELEVANT CODES AND
EQUIREMENTS SITTING LIVING
LIFT OFF HINGES TO BE FITTED
TO WC DOORS AND ENCLOSED
SPACES WHERE REQUIRED IN AIR.
ACCORDANCE BCA P3.8.3.3
PROPOSED
NEW
6000
PATH PROPOSED CARPORT
5120
ANY NEW WINDOWS TO WET BED 02 BED 01 DECK (6m x 6m)
AREAS MAY BE REQUIRED TO BE
TOUGHENED SAFETY GLASS
PROVIDE MECHANICAL DECK
VENTILATION AND DIRECTLY
VENT TO THE OUTSIDE OF THE
BUILDING (E.G. USING DUCTING
TO A SOFFIT VENT)
UPPER FLOOR: HARDIES
'SECURA' FLOORING TO TILED
AREAS
1500
D. A.
PROPOSED DRIVEWAY
E OR
F TION
U
ISS FOR CON STRUC
NOT
matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
- CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
PROJECT ADDRESS
411 BLACK PINCH ROAD,COOTHARABA
QLD 4565
DRAWING TITLE
EXISTING HOME AREAS NEW HOME AREAS NEW FIRST FLOOR
FRONT DECK: 84.2m² FRONT DECK: 84.2m²
FIRST LEVEL: 170.0m² FIRST LEVEL: 170.0m²
REAR DECK: 7.3m² REAR DECK: 9.1m² CLIENT
MATT PAVELICH AND JUSTINE OXLEY
DRAWN
TOTAL: 261.5m² TOTAL: 263.3m² KD/EB
SCALE
MEASURED TO OUTSIDE FACE OF WALL MEASURED TO OUTSIDE FACE OF WALL 1 : 100 @ A3
DATE
2022-08-17
PROJECT NO.
2022032
1 NEW FIRST FLOOR
0 0.5 1 2 3 4 5 10 DRAWING NO.
WD-09 rev:
1 : 100 QBCC LICENCE: 15025395
SCALE = 1:100
Page 7
NOTES: NORTH
REVISION
No. DATE DESCRIPTION ISS. BY
PLUMBER TO VERIFY ALL DETAILS
PRIOR TO COMMENCEMENT OF
WORK /ORDERING
8°
PLUMBER RESPONSIBLE TO
CONFIRM ROOFWATER DISCHARGE
SYSTEM WITH ESTATE AS CONS
AND TO ENSURE CORRECT
CONNECTION IS ACCESSED AND
SYSTEM USED
GUTTERS AND DOWNPIPES: SHEET
ENSURE THAT ALL GUTTERS, BOX METAL ROOF
22.5 °
GUTTERS AND DOWNPIPES ARE
DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE NCC VOL
TWO PART 3.5.3. WITH A MAXMIUM 8°
SHEET METAL
DISTANCE BETWEEN DOWNPIPES ROOF
OF 12M. SHEET METAL ROOF
ROOF AND CEILING
ALL SERVICES TO BE HIDDEN FORM
9° 9° INSULATION TO
VIEW AT STREET LEVEL TOTAL R3.5
MINIMUM 6000 6000
22.5 ° 22.5 ° FASCIA
9°
22.5 °
10 °
6000
PROPOSED CARPORT ROOF
(BY MANUFACTURER)
8°
10 °
D. A.
E OR
F TION
U
ISS FOR CON STRUC
NOT
matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
- CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
PROJECT ADDRESS
411 BLACK PINCH ROAD,COOTHARABA
QLD 4565
DRAWING TITLE
NEW ROOF PLAN
CLIENT
MATT PAVELICH AND JUSTINE OXLEY
DRAWN
KD/EB
SCALE
1 : 100 @ A3
DATE
2022-08-17
PROJECT NO.
2022032
1 NEW ROOF PLAN
0 0.5 1 2 3 4 5 10 DRAWING NO.
WD-10 rev:
1 : 100 QBCC LICENCE: 15025395
SCALE = 1:100
Page 8
REVISION
EXTERIOR MATERIAL & FINISHES No. DATE DESCRIPTION ISS. BY
SYMBOL DESCRIPTION FINISH COMMENTS
WB01 EXISTING PAINTED WEATHERBOARD CLADDING PT01 ROLL FINISH
FC01 EASYLAP FIBRE CEMENT SHEET PT02 ROLL FINISH
PT01 PAINT TBC PATCH & PAINT WHERE REQUIRED
PT02 PAINT TBC PATCH & PAINT WHERE REQUIRED
NOTE: ALL CLADDING AND FIRE RATED WALL SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH
MANUF' SPEC. POSITION CLADDING SHEETS AS SHOWN IN ELEVATIONS AS ACCURATELY AS POSSIBLE
1645
ROOF
LEVEL RL 144350
5845
3000
FRONT WB01 WB01 WB01 NEW REAR
DECK DECK
FIRST
PROPOSED CARPORT LEVEL RL 141350
1200
GROUND
LEVEL RL 140150
1 SOUTH
1 : 100
ELEVATION
D. A.
1645
E OR
F TION
U
ROOF
ISS FOR CO TRUC
LEVEL RL 144350
N S
NOT
5845
3000
WB01 WB01 matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
FIRST - BUILDING REGULATIONS;
- CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
LEVEL RL 141350
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
PROJECT ADDRESS
1200
GROUND 411 BLACK PINCH ROAD,COOTHARABA
LEVEL RL 140150 QLD 4565
DRAWING TITLE
ELEVATIONS
CLIENT
MATT PAVELICH AND JUSTINE OXLEY
DRAWN
KD/EB
2 WEST ELEVATION SCALE
1 : 100 @ A3
DATE
1 : 100 2022-08-17
PROJECT NO.
2022032
0 0.5 1 2 3 4 5 10 DRAWING NO.
WD-11 rev:
QBCC LICENCE: 15025395
SCALE = 1:100
Page 9
NORTH
REVISION
EXTERIOR MATERIAL & FINISHES No. DATE DESCRIPTION ISS. BY
SYMBOL DESCRIPTION FINISH COMMENTS
WB01 EXISTING PAINTED WEATHERBOARD CLADDING PT01 ROLL FINISH
FC01 EASYLAP FIBRE CEMENT SHEET PT02 ROLL FINISH
PT01 PAINT TBC PATCH & PAINT WHERE REQUIRED
PT02 PAINT TBC PATCH & PAINT WHERE REQUIRED
NOTE: ALL CLADDING AND FIRE RATED WALL SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH
MANUF' SPEC. POSITION CLADDING SHEETS AS SHOWN IN ELEVATIONS AS ACCURATELY AS POSSIBLE
1645
ROOF
LEVEL RL 144350
5845
3000
NEW FRONT
REAR DECK
DECK WB01 WB01
WB01
FIRST
PROPOSED CARPORT LEVEL RL 141350
1200
GROUND
LEVEL RL 140150
2 NORTH
1 : 100
ELEVATION
D. A.
E OR
F TION
U
ISS FOR CO TRUC
1645
ROOF N S
LEVEL RL 144350
NOT
matt bradley designs
5845
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
3000
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
- THE BUILDING CODE OF AUSTRALIA (BCA);
WB01 - THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
WB01 - CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY
WB01 FIRST PROJECT ADDRESS
LEVEL RL 141350 411 BLACK PINCH ROAD,COOTHARABA
QLD 4565
BEARER
1200
1050
PROPOSED CARPORT DRAWING TITLE
GROUND
LEVEL RL 140150 ELEVATIONS
CLIENT
MATT PAVELICH AND JUSTINE OXLEY
DRAWN
KD/EB
1 EAST ELEVATION SCALE
1 : 100 @ A3
DATE
1 : 100 2022-08-17
PROJECT NO.
2022032
0 0.5 1 2 3 4 5 10 DRAWING NO.
WD-12 rev:
QBCC LICENCE: 15025395
SCALE = 1:100