BUILDING APPROVAL ISSUE01 MGL 08.10.2016
A.00A.01A.02
A.03A.04A.05A.06
ARCHITECTURAL SPECIFICATIONPROPOSED. SITE PLANDEMOLISH. GROUND FLOOR PLANPROPOSED. GROUND FLOOR PLANPROPOSED. FIRST FLOOR PLANPROPOSED. ELEVATIONSPROPOSED. ELEVATIONSPROPOSED. SECTION & DETAILS
3.0 CONCRETE
RESISTANT POLYTHENE FILM MIN. 0.2mm THICK WHICH HAS BEEN PIGMENTED
3.1
3.2
3.4
STRENGTH GRADE: N20, AGGREGATE 20mm, SLUMP 80mm.
APPROVED CHAIRS TO IMPROVE CRACK CONTROL.
ENGINEERS DETAILS, RELEVANT BUILDING CODES AND STANDARDS
SLAB IS TO BE CURED FOR 7 DAYS MIN. & SLAB REINFORCEMENT PLACED ON
THE FOOTING AND SLAB CONSTRUCTION IS TO COMPLY WITH AS 2870.
CONCRETE REINFORCEMENT AND FORMWORK SHALL BE TO A STRUCTURAL
ALL CONCRETE TO CONFORM TO THE REQUIREMENTS OF AS 3600 CONCRETE
PROVIDE A PROPRIETARY VAPOUR BARRIER WHICH CONSISTS OF HIGH IMPACT
AND BRANDED BY THE MANUFACTURER.
1.1
1.4
1.6
1.3
1.5
1.0 GENERAL
PART OF THE CONSTRUCTION DOCUMENTS REFERRED TO IN THE "BUILDING
2.2
2.3
2.4
1.7
2.1
SLAB TO OBTAIN MIN. SEVEN (7) BLOWS PER 300mm ON A STANDARDS PERTH
DOWN FROM BOTTOM EDGE OF FOOTING.
2.0 EARTHWORKS
SOIL CONDITION AND/OR THE BUILDER. PROVIDE SUITABLE CLEAN FILLING
ENSURE THAT BACKGROUNDS ARE SUITABLE FOR THE INTENDED
SUPPLY ALL EQUIPMENT NECESSARY FOR THE COMPLETION OF RESPECTIVE
SUBSEQUENT FINISHES. COMMENCEMENT OF WORK ON THE BACKGROUNDS
WORKS.
IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF THE BACKGROUNDS ONWHICH FINISHES ARE APPLIED.
PROGRESSIVELY CLEAN UP AFTER THE COMPLETION OF RESPECTIVE WORKS.
AGENT.
STANDARDS AND SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KINDSAND SUITABLE FOR THEIR INTENDED PURPOSES.
BEFORE PROCEEDING WITH ANY WORKS.
CONTRACT".
ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO GOOD TRADE PRACTICES.
THE SPECIFICATION, SCHEDULES AND CONSULTANTS DRAWINGS THAT FORMS
RESPECTIVE AUTHORITY HAVING JURISDICTION OVER THE WORKS.
UNLESS OTHERWISE STATED, REMOVE TOPSOIL TO A MINIMUM DEPTH OF 200mm INCLUDING ALL ROOTS, AND OTHER MATTER, AND REQUIRED BY THE
SAND AND COMPACT IN LAYERS NOT GREATER THAN 300mm TO REDUCE LEVELS AS SHOWN. COMPACT SAND FILLING AND SANDY SUB GRADES UNDER FOOTINGS AND
SAND PENEFROMETER TEST (AS PER AS 1289 F3.3)DO NOT EXCAVATE SERVICES TRENCHES WITHIN AN ANGEL OF 45 DEGREES
ALL RETAINING WALLS TO BE TREATED WITH "BITKOTE" WATERPROOFING
ALL DIMENSIONS SHALL BE CHECKED ON SITE PRIOR TO COMMENCEMENT
ALL MATERIALS SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN
ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE
THE ARCHITECTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH
RELEVANT AUSTRALIAN STANDARD CODES.
PROVIDE ANTI-TERMITE TREATMENT UNDER THE BUILDING AREAS INACCORDANCE WITH AS 2057, AS 3660.1 AND APPENDIX D, FOR RETICULATED
BUILDER SHALL PROVIDE "DURSBAN" (HAND SPRAYED ORGANO-PHOSPHATE) SYSTEMS.
3.6 TERMITE PROTECTION:
OR SIMILAR APPROVED ANTI-TERMITE TREATMENT IN ACCORDANCE WITH
ANY WORK.1.2
DO NOT SCALE FROM DRAWINGS. NOTIFY OF ANY ERRORS OR OMISSIONS
1.8
1.9
3.3
3.5
4.5 TIES SHALL BE 3.5mm DIAMETER GALVANIZED WIRE KINKED FOR AND BUILT IN
FILLED AT COMPLETION WITH 'COMPRIBAND' CONTINUOUS FILLER STRIP.
EVERY 5TH COURSE AT APPROXIMATELY 900mm CENTRES, WITH ADDITIONALTIES AT THE RATE OF 1 TIE/300mm HEIGHT OF OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF THE OPENINGS. BUILD TIES INTO
KEEP CAVITIES CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY
MORTAR (FACE BRICK) COLOUR TO MATCH EXISTING AS SELECTED
OMIT BRICKS TO PERMIT RAKING OUT OF CAVITY BOTTOMS.
MORTAR: 1:1:6 CEMENT:LIME:SAND
4.6
4.4
500mm TO JOINTS IN DAMP PROOF COURSES OR FLASHING.
SETOUT BRICKWORK ACCURATELY, PLUMB, LEVEL AND PROPERLY BONDED.
PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF
RISING WORK TO BE RAKED BACK, JAMBS, REVEALS, CORNERS, PERPENDS,
BRICK WORK AND SLAB AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK
ETC. TO BE TRUE, PLUMB, AND IN LINE WITH PERPENDS TRUE TO LINE.
FILL. KEEP CLEAR OF MORTAR. DO NOT LOCATE WEEPHOLES CLOSER THAN
SETOUT DOOR FRAMES NEAR PERPENDICULAR WALL WITH A MARGIN OF
FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHING AND CAVITY 4.7
4.8
4.9
12mm OR GREATER THAN 50mm.MOISTEN ALL EXTRUDED BRICKS BEFORE LAYING.
WHERE NECESSARY REINFORCE BELOW AND OVER OPENINGS WITH GALVANISED WOVEN WIRE FABRIC 75mm WIDE IN CENTRE OF EACH LEAF LOCATED IN 2 COURSES BELOW SILL AND IN THE 2 COURSES ABOVE AN OPENING EXTENDING A MINIMUM OF 600mm BEYOND THE OPENING.
INTERNAL BRICKWORK TO BE PLASTERED.PROVIDED 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND 4.11
4.10
4.12
5.0 CARPENTRY WORK5.1
5.3REFER TO AS 1684 FOR ROOF FRAMING SIZES UNLESS SPECIFIED ON DRAWINGS.
CODE. DRAW STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE
SUPPLY AND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS.
ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING
BY 2x30mm GALV. CLOUTS/STRAP.
FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED WITH SILL AND HEAD
1500 90x90x8 150
2400 125x75x10 230
4.14 LINTELS(mm) (VERT x HORIZ x THICK) EACH END (mm)
FRAME. NOMINAL 300mm WIDE. 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 AWAY IN CAVITY FROM INNER LEAVE.
3000 150x90x10 230
-OVER LINTELS TO EXPOSED OPENINGS: FULL WIDTH OF OUTER LEAF CONTINUOUS ACROSS CAVITY 50mm INTO
VERTICAL FLASHING CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR
FLASHING AT EACH END.
INNER LEAF 2c ABOVE.-OVER ROOF:
-DOOR / WINDOW STILES:
50mm OVER BASE FLASHING. TURN UP IN CAVITY SLOPING INWARDS AND BUILT
MAX SPAN LINTELS SIZE BEARING
900 75x10 1501200 75x75x8 150
1800 100x75x8 2302100 125x75x8 230
2500 100x100x8 230
BUILD IN ALCOR/PGI FLASHING AS FOLLOWS:
-CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED.)
FULL WIDTH OF EXTERNAL LEAF, STEPPED TO ROOF SLOPE TURNED DOWN MIN.
INTO INNER LEAF 1c ABOVE.
CLOTHES HOIST: REFER TO ADDENDUM.
ELECTRIC AND GAS METER BOXES AS SHOWN IN DRAWINGSWINDOW FRAMES SHALL BE RESIDENTIAL OR COMMERCIAL SECTION WITH
WINDOWS. REFER TO ADDENDUM. ANGLED WINDOW UNITS SHALL BE FACTORY MADE POWDERCOAT FINISH AS SELECTED BY OWNER. ALLOW FOR FLYSCREENS TO ALL
6.0 METALWORK
AND FIXED AND DELIVERED ON SITE AS COMPLETE UNIT.
-WHEREVER SHOWN ON DRAWINGS.
-STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY:
5.2
6.1
7.0 ROOFING
APRON FLASHING; FLASHING OVER METAL ROOF; FLASHING OVER SECRET
7.5
AND SHALL MATCH EXISTING.
DOWN PIPES SHALL MATCH EXISTING.
GUTTERS; AROUND ROOF PENETRATIONS ETC.
ALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO COMPLETE WORK.
SEAL BETWEEN OVERLAPPING FLASHING; FLASHING TURNED DOWN OVER BASE OR
ROOF.
SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH
GUTTER, FASCIA, DOWN PIPES, FLASHING SHALL BE IN LONGEST POSSIBLE LENGTHS
ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHING, FLUMES THROUGH
FIX GUTTERS & FLASHING TO PERMIT THERMAL MOVEMENT IN THEIR FULL LENGTH
MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES
6.3
4.13
6.2
7.1
7.2
7.37.4
7.67.7
8.0 JOINERY
WEATHERED THRESHOLD U.N.O.SUPPLY AND BUILD IN TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWNON ARCHITECTURAL DRAWINGS.
ALL JOINERY SHALL BE OF HIGHEST QUALITY MATERIALS TO BEST TRADE PRACTICES
EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40AND HIGH QUALITY FINISH.
8.1
8.2
8.3
9.0 CEILINGS
PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS & EDGES.PROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS STATED IN ARCHITECTURAL DOCUMENTS.
CEILINGS SHALL BE RECESSED EDGE, MINIMUM 8.0mm PLASTERGLASS OR GYPROCK.
APPROVED SYSTEMS TO PROVIDE FLUSH SMOOTH CONTINUOUS SURFACE FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS USING
9.1
9.39.4
9.2
10.0 PLASTERING
JOINS ONTO CONCRETE WORK.
10.5
PLASTERED WALLS SHALL BE NOMINAL 12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND RENDER, AND FINISHED WITH NOMINALLY 3mm HARDWALL PLASTER.SUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS.PROVIDE STOP BEADS WHERE PLASTER WORK ABUTS TIMBER FRAMES, OR FACEWORK
PROVIDE V-JOINTS IN RENDER & FINISHING PLASTER WHERE BRICK WORK ABUTS OR
NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL
INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN, & FRIDGE RECESSES, ETC.
FLOAT AND SET IN HARDWALL PLASTER U.N.O.
EXTERNAL RENDER WHEN APPLICABLE SHALL BE 2 COAT SAND FINISH. (FOR PAINTING)
NOT BE FLUSHED UP WITH FRAMES.
SHALL BE (OTHER THAN FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS)10.1
10.2
10.3
10.7
10.4
10.6
11.0 GLAZING
INSTALLED TO MANUFACTURES SPECIFICATIONS.
CLEAR GLASS GENERALLY: OBSCURE GLASS TO BATHROOMS, REFER TO DRAWINGS.
WHERE GLASS BLOCKS HAVE BEEN NOMINATED, THEY SHALL BE IN FRAMES AND ALL TO THE RELEVANT AUSTRALIAN STANDARDS.
11.1
11.2
12.0 FLOORING FINISHES
PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS
CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH SELECTED
REFER TO DRAWINGS & FINISHES SCHEDULE.UNDERLAY SMOOTH EDGE, DIMINISHING STRIPS ETC, TO COMPLETE THE WORKS:
12.1
12.2
REFER TO DRAWINGS & FINISHERS SCHEDULE.
PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS,
POLISHED TO HIGH STANDARD WITH PREMIUM QUALITY SEALER (2 COATS).DIMINISHING BOARDS ETC. TO COMPLETE THE WORKS: FLOOR BOARDS TO BE SANDED &
12.3
13.0 SIGNAGE
FACING THE STREET FRONTAGE IN COMPLIANCE WITH AUTHORITY REQUIREMENTS.
WHERE NECESSARY SUPPLY & FIX SELECTED UNIT AND HOUSE NUMBERS TO EACH UNIT
"SUPERDRAFT" RESERVES THE RIGHT TO ERECT A BUILDERS SIGN ON THE PROPERTY AND TO LETTERBOXES AS SCHEDULED.
13.1
14.0 PAVING
CUT, FILL AND COMPACT SAND TO REQUIRED LEVELS. SCREED TO UNIFORM THINNESS
GENERALLY: WHEN PAVING IS INCLUDED IN THE BUILDING CONTRACT, THE FOLLOWING
SUPPLY AND LAY ALL PAVING TO EXTERNAL AREAS AS SHOWN ON WORKING DRAWINGS.SHALL APPLY AS A MINIMUM STANDARD
14.1
14.2
13.2
CONCRETE FOOTING ALONG PERIMETER OF DRIVEWAY AND BED EDGE BRICK IN MORTAR.PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED WITH 50mm CLEAN SAND AND GRADE TO FALLS.PAVING PATTERN: REFER TO ADDENDUM.
TRAFFICABLE AREAS: MIN. 65mm SOLID CLAY OR CONCRETE
AND LEVELS
PAVING BRICK, GENERALLY. TO DRIVEWAY AREAS, PROVIDE NOMINAL 300x150mm
BRICK PAVERS SHALL BE:
PEDESTRIAN AREAS: MIN. 43mm SOLID CLAY OR CONCRETE
PROVIDE BRICK EDGE-RETRAINING FOOTING EMBEDDED IN MORTAR BENEATH THE14.4
14.5
14.6
14.3
14.7
4.14.0 BRICKWORK
INTERNAL WALLS: 305x162x90mm MAXIBRICK OR VERTICORE
MORTAR FOR MASONRY CONSTRUCTIONBRICK GAUGE 7 STANDARD COURSES = 600mm.
WITH BED JOINT AND PERPENDS FILLED
ALL BRICKS SHOULD HAVE MIN. COMPRESSIVE STRENGTH OF 20MPa AND AS FOLLOWS:
WINDOW HEADS: SOLID FACEBRICK COURSE
EXTERNAL RENDER: 305x162x90mm MAXIBRICK OR VERTICORE
BRICK WORK SHALL COMPLY WITH :
AS A123 MASONRY CODE
EXTERNAL FACE WORK: 230x110x76mm
WINDOW SILLS: 2c FACE BRICK SPLAYED SILLS
AS 3700 MASONRY CODE
4.24.3
STANDARD SPECIFICATIONBE ADVISED : SOME CLAUSES IN THIS SPECIFICATION MAY NOT BE RELEVANT TO THIS PROJECT
305x76x90mm LONGREACH OR JUMBO FOR COURSE ADJUSTMENT
ANGLE TRIMS, ETC.TO COMPLETE THE WORKS: REFER TO DRAWINGS & FINISHES SCHEDULE.
EACH LEAF AT LEAST 50mm. VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
EMMK16.0005
MGL
EK
EK
OCT 2016 ASSHOWN A3
A.00 R
GENERAL SPECIFICATION
DRAWING SCHEDULE
MY UNO PTY LTD
BOUNDARY = 40.000m
BOUN
DARY
= 40
.000m
BOUNDARY = 40.000m
BOUN
DARY
= 10
.000m
BOUN
DARY
= 10
.000m
BOUN
DARY
= 10
.000m
BOUN
DARY
= 10
.000m
DASHED LINE. INDICATESEXISTING POSITION OF HOUSE
2100
1200
022
900
3000 3820 1668 6082 25430
3.0m SETBACK
3.0m
SETB
ACK
6000
8100
1100
2180
0
30009070 2500 25430
PROPOSED.GROUND FLOOR
93.78m²
PROPOSED.DOUBLE CARPORT
36.76m²
EXISTING.FIRST FLOOR
118.56m²
COVEREDVERANDAH
TIMBERDECK
COVERED VERANDAHTIMBER DECK
50.77m²
EXISTING. BATH PORTIONTO BE REMOVED
DN
HOUSE TO BEREPOSITIONED HERE
PROPOSED. DECK6.31m²
LOT # 611600m²
EXIST. RESIDENCEHOUSE #32
EXIST. RESIDENCEHOUSE #55
COVEREDVERANDAH
TIMBER DECK20.25m²
UP
3000
COVEREDVERANDAH
TIMBER DECK12.34m²
BUILDING APPROVAL ISSUE01 MGL 08.10.2016
0 1m 4m
1:100 @ A1
6m
1:200 @ A3 1:267 @ A4
7m 8m5m3m2m 9m 10m
PROPOSED. SITE PLANSCALE - 1 : 200
SITE NOTES CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK.
EXISTING PLUMBING AND ELECTRICAL WORKS TO BEREMOVED AND MADE GOOD AS NECESSARY.
THIS PLAN IS TO BE READ IN CONJUNCTION WITHLANDSCAPING DETAIL PLANS FOR SPECIFICPLANTING LOCATIONS.
THE EXACT LOCATION OF UNDERGROUND ANDABOVEGROUND SERVICES SHALL BE PROVEN ONSITE. NO GUARANTEE IS GIVEN THAT ALL EXISTINGSERVICES ARE SHOWN.
THIS DRAWING SET TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION PROVIDED.
BEWARE OF EXISTING SERVICES. CONFIRMLOCATIONS PRIOR TO EXCAVATION. TAKE EXTREMECARE.
REFER ALL MAJOR WORKS TO RAMPS, WALKWAYS,DRIVEWAYS ETC (INCLUDING CARPARK WORKS,LEVELS & DATUMS) REFER TO CIVIL ENGINEERSDOCUMENTATION.
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
EMMK16.0005
MGL
EK
EK
OCT 2016 ASSHOWN A3
A.00 R
PROPOSEDSITE
PROPOSED. GROUND FLOORPROPOSED. DOUBLE CARPORTEXISTING. COVERED VERENDAH
TOTAL GROUND FLOOR RESIDENCE
EXISTING. UPPER FLOOREXISTING. VERANDAH/TIMBER DECKPROPOSED. DECK
TOTAL FIRST FLOOR LEVEL
TOTAL RESIDENCE
SITE AREASITE COVERAGE
SITE INFORMATION 93.78m²36.76m²32.59m²
163.13m²
118.56m² 50.77m² 6.31m²
175.64m²
338.77m²
1600m² 10.19%
PLAN
MY UNO PTY LTD
REMOVE. EXISTINGLAUNDRY
LAUNDRY
NEW WET BARAREA
NEWBEDROOM
COVE
RED
VERA
NDAH
TIMB
ER D
ECK
900
1100
NEWBEDROOM
NEWBATHROOM
NEWBEDROOM
NEW DINING /LIVING AREA
110
3750
7522
0075
2480
7531
2511
0
1200
0
1103600751703905882110
38201668
11570
1103600751225753875110
9070
11570
110
2835
110
2835
110
110
3300
7548
8275
2958
110
8100
1410
0
NEW DOUBLECARPORT
DASHED. LINE INDICATESFLOOR ABOVE
UP
422 2450 260 2450 500
2590
598 900 170 1510 800 1510
910
800
2525
800
2025
700
3050
800
390
6082
6000
39059004265
2500
2100
1410
0
3500 60602010
NEW VERTICALDECORATIVEARCH TRIMS
6 POSTS TO BEREMOVED WITHSECTION OF THE HOUSE
NEW VERTICALDECORATIVEARCH TRIMS
NEW VERTICALDECORATIVEARCH TRIMS
AA.06
BUILDING APPROVAL ISSUE01
0 0.5m
1:50 @ A1
3m
1:100 @ A3 1:141 @ A4
1m 4m2m 5m
MGL 08.10.2016
DEMOLISH. GROUND FLOOR PLANSCALE - 1 : 100
CONSTRUCTION NOTES CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK.
SUPPLY AND INSTALL 'BIFLEX' CHEMICAL TERMITETREATMENT (UNLESS OTHERWISE APPROVED) TOCOMPLY WITH AS3660.1 AND MANUFACTURER'SSPECIFICATIONS
ALL BRICKWORK (INCLUDING BRICK VENEER) SHALLBE IN ACCORDANCE WITH AS3700- MASONRY CODE
ALL TIMBER FRAMING SHALL BE IN ACCORDANCEWITH AS1684. - UNLESS OTHERWISE APPROVEDROOF FRAMING SHALL BE OF TRADITIONAL TIMBERFRAMED CONSTRUCTION
FOR ALL STRUCTURAL MEMBERS, FOOTINGS, & LOADBARING WALLS REFER TO STRUCTURALDOCUMENTATION PREPARED BY ENGINEERS.
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
EMMK16.0005
MGL
EK
EK
OCT 2016 ASSHOWN A3
A.02 R
PROPOSEDFLOOR
PROPOSED. GROUND FLOOR PLANSCALE - 1 : 100
WALL FLOOR FINISHEDNEW. POLISHED FLOOR FINISH PROVIDE POLISHED FINISH TO CONCRETEFLOOR WITH FLUSH EXPANSION JOINTS1000mm x 1000mm GRID.
WET AREA TILEPROVIDE FLUSH FLOOR LEVEL FINISHEDTILES. 50mm SLAB SETDOWN TO ALLOWFOR GRADIENT TO FLOOR DRAIN.
WALL SCHEDULETIMBER STUD WALL.SELECTED. HORIZONTALWEATHERBOARDS FIXED TO TIMBER STUDWALL SARKING & BULK INSULATION ASREQUIRED BY ENERGY ASSESSMENT.INTERIOR FINISH TO BE FLUSHPLASTERBOARD UNLESS SPECIFIEDOTHERWISE.
DEMOLITION NOTES CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK.
CAP OFF EXISTING PLUMBING AND ELECTRICALWORKS AS NECESSARY BY CERTIFIEDTRATMPERSON.
MODIFIED BRICKWORK TO BE TOOTHED INTOEXISTING WHERE APPLICABLE AND CAVITY TOREMAIN CONTINUOUS AT ALL TIMES.
EXISTING MATERIALS TO BE REUSED TO OWNERSDETAIL.
MATERIALS REMOVED FROM SITE MUST BEDISPOSED OF AS PER COUNCIL REGULATIONS.
INVESTIGATON SHOULD BE UNDERTAKEN BEFOREALL WORKS THAT REQUIRES EXCAVATION.
12
34
ELEVATION DIRECTION
GROUNDPLAN
MY UNO PTY LTD
752500110 1103600110
3600
NEW KITCHEN /DINING OPEN AREA
NEW BUTLERPANTRY
NEW MAINBATHROOM
NEW ENS.
NEW MASTERBEDROOM
EXISTINGBEDROOM
EXISTINGLIVING
FAMILY
REMOVE. EXISTINGWALL AND DOOR
REMOVE. WALL FORNEW CAVITY SLIDINGDOOR
COVE
RED
VERA
NDAH
TIMB
ER D
ECK
REMOVE. DOOR ANDSEAL UP SPACE
REMOVE. EXISTING BATH
110
7525
0075
3200
7538
7511
0
LINEN
SHR
SHR
2100
1190753800
38207750
900
1100
2675
8850
475
11570
1362
0
1362
0
1620
382051752575
REMOVE. EXISTING ROOF
BATH
DASH LINE INDICATESFLOOR BELOW
NEW DECKDN
89952575
AA.06
BUILDING APPROVAL ISSUE01
0 0.5m
1:50 @ A1
3m
1:100 @ A3 1:141 @ A4
1m 4m2m 5m
MGL 08.10.2016
CONSTRUCTION NOTES CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK.
SUPPLY AND INSTALL 'BIFLEX' CHEMICAL TERMITETREATMENT (UNLESS OTHERWISE APPROVED) TOCOMPLY WITH AS3660.1 AND MANUFACTURER'SSPECIFICATIONS
ALL BRICKWORK (INCLUDING BRICK VENEER) SHALLBE IN ACCORDANCE WITH AS3700- MASONRY CODE
ALL TIMBER FRAMING SHALL BE IN ACCORDANCEWITH AS1684. - UNLESS OTHERWISE APPROVEDROOF FRAMING SHALL BE OF TRADITIONAL TIMBERFRAMED CONSTRUCTION
FOR ALL STRUCTURAL MEMBERS, FOOTINGS, & LOADBARING WALLS REFER TO STRUCTURALDOCUMENTATION PREPARED BY ENGINEERS.
12
34
ELEVATION DIRECTION
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
EMMK16.0005
MGL
EK
EK
OCT 2016 ASSHOWN A3
A.03 R
PROPOSED. FIRST FLOOR PLANSCALE - 1 : 100
WALL FLOOR FINISHEDNEW. POLISHED FLOOR FINISH PROVIDE POLISHED FINISH TO CONCRETEFLOOR WITH FLUSH EXPANSION JOINTS1000mm x 1000mm GRID.
WET AREA TILEPROVIDE FLUSH FLOOR LEVEL FINISHEDTILES. 50mm SLAB SETDOWN TO ALLOWFOR GRADIENT TO FLOOR DRAIN.
WALL SCHEDULETIMBER STUD WALL.SELECTED. HORIZONTALWEATHERBOARDS FIXED TO TIMBER STUDWALL SARKING & BULK INSULATION ASREQUIRED BY ENERGY ASSESSMENT.INTERIOR FINISH TO BE FLUSHPLASTERBOARD UNLESS SPECIFIEDOTHERWISE.
DEMOLITION NOTES CONFIRM ALL DIMENSIONS ON SITE TO EXISTING
RESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK.
CAP OFF EXISTING PLUMBING AND ELECTRICALWORKS AS NECESSARY BY CERTIFIEDTRATMPERSON.
MODIFIED BRICKWORK TO BE TOOTHED INTOEXISTING WHERE APPLICABLE AND CAVITY TOREMAIN CONTINUOUS AT ALL TIMES.
EXISTING MATERIALS TO BE REUSED TO OWNERSDETAIL.
MATERIALS REMOVED FROM SITE MUST BEDISPOSED OF AS PER COUNCIL REGULATIONS.
INVESTIGATON SHOULD BE UNDERTAKEN BEFOREALL WORKS THAT REQUIRES EXCAVATION.
PROPOSEDPLAN
FIRSTFLOOR
MY UNO PTY LTD
GROUND FLOOR LEVEL
CEILING LEVELUPPER FLOOR LEVEL
CEILING LEVEL
2600
2600
257
NEW. VERTICALDECORATIVE ARCH TRIMS
SELECTED. SECTIONALAUTOMATIC GARAGE DOOR.
SELECTED. TIMBER CLADDINGTO MATCH EXISTING
NEW. 90 x 90mm SHS POST
SELECTED. ALUMINIUM FRAMEDSLIDING GLASS WINDOWS TOMANUFACTURER'S SPECS.
GROUND FLOOR LEVEL
CEILING LEVELUPPER FLOOR LEVEL
CEILING LEVEL
2600
257
2600
SELECTED. TIMBER CLADDINGTO MATCH EXISTING
NEW. 90 x 90mm SHS POSTNEW. VERTICALDECORATIVE ARCH TRIMS
22.5°
20°
BUILDING APPROVAL ISSUE01
0 0.5m
1:50 @ A1
3m
1:100 @ A3 1:141 @ A4
1m 4m2m 5m
MGL 08.10.2016
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
EMMK16.0005
MGL
EK
EK
OCT 2016 ASSHOWN A3
A.04 R
PROPOSED. ELEVATION 2SCALE - 1 : 100
PROPOSED. ELEVATION 1SCALE - 1 : 100
PROPOSED1
ELEVATIONSSHEET OF 2
MY UNO PTY LTD
MY UNO PTY LTD
GROUND FLOOR LEVEL
CEILING LEVELUPPER FLOOR LEVEL
CEILING LEVEL
2600
257
2600
SELECTED. TIMBER CLADDINGTO MATCH EXISTING
NEW. 90 x 90mm SHS POST
NEW. VERTICALDECORATIVE ARCH TRIMS
22.5°
20°
SELECTED. COLORBONDROOF TO MATCH EXISTING
GROUND FLOOR LEVEL
CEILING LEVELUPPER FLOOR LEVEL
2600
257
2600
CEILING LEVEL
SELECTED. TIMBER CLADDINGTO MATCH EXISTING
NEW. 90 x 90mm SHS POST SELECTED. ALUMINIUM FRAMEDSLIDING GLASS WINDOWS TOMANUFACTURER'S SPECS.
22.5°
BUILDING APPROVAL ISSUE01
0 0.5m
1:50 @ A1
3m
1:100 @ A3 1:141 @ A4
1m 4m2m 5m
MGL 08.10.2016
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
EMMK16.0005
MGL
EK
EK
OCT 2016 ASSHOWN A3
A.05 R
PROPOSED. ELEVATION 4SCALE - 1 : 100
PROPOSED. ELEVATION 3SCALE - 1 : 100
2OFSHEETELEVATIONS
2PROPOSED
MY UNO PTY LTD
MY UNO PTY LTD
GROUND FLOOR LEVEL
CEILING LEVELUPPER FLOOR LEVEL
CEILING LEVEL
NEWBEDROOM
NEWBATHROOM
NEWBEDROOM
NEWBEDROOM
NEW MASTERBEDROOM
EXISTINGBEDROOM
NEWENS
NEW MAINBATHROOM
REINFORCED CONCRETE SLAB &FOOTINGS TO ENGINEER'S SPECS.
PROVIDE. CHEMICAL TERMITETREATMENT & WATERPROOFMEMBRANE TO UNDERSIDE OF SLAB
SELECTED. HORIZONTALWEATHERBOARD CLADDING TOMANUFACTURER'S DETAILS
SELECTED. COLORBONDROOF TO MATCH EXISTING
REMOVE. EXISTINGROOF & PORTION
B -
A -
SELECTED. HORIZONTALWEATHERBOARD CLADDING TOMANUFACTURER'S DETAILS
SELECTED. COLORBOND GUTTERTO ENGINEER'S SPECS.
SELECTED. COLORBONDROOF TO MATCH EXISTING
22.5°
REINFORCED CONCRETE FOOTING& SLAB TO ENGINEERS SPECS.
SELECTED. HORIZONTALWEATHERBOARD CLADDING TOMANUFACTURER'S DETAILS
PROVIDE. WATERPROOFMEMBRANE & TERMITE BARRIERTO UNDERSIDE OF NEW SLAB.
BUILDING APPROVAL ISSUE01
0 0.5m
1:50 @ A1
3m
1:100 @ A3 1:141 @ A4
1m 4m2m 5m
MGL 08.10.2016
AMENDMENT DETAILSREV BY DATE
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
BUILDING APPROVAL
HOME EXTENSION
-
EMMK16.0005
MGL
EK
EK
OCT 2016 1:50 A2
A.06 01
PROPOSED.
PROPOSED. SECTION - ASCALE - 1 : 50
SECTION & DETAILS
PROPOSED. DETAIL - ASCALE - 1 : 20
PROPOSED. DETAIL - BSCALE - 1 : 20
MY UNO PTY LTD
J1
P2
B9
DIA
M.
16 X
-BR
AC
E
PE
RM
AN
EN
T
DIAM. 16 X-BRACETEMPORARY
1.8P
B1
B6
B3
DIAM. 16 X-BRACE
TEMPORARY
DIA
M.
16 X
-BR
AC
ETE
MP
OR
AR
Y3.6P
1.5P
P2
P2
B6
B6
B6
B8P22 S
PA
NS
B6B5
B2
B7
B7
P2 P2B4
2.4P
B11
B10DIAM. 16 X-BRACETEMPORARY
3.6P
1.8P 1.8P
TEMPORARY PROP
DIAM. 16 X-BRACEPERMANENT
B1 - 230PFCB2 - 230PFCB3 - 180PFCB4 - 150PFCB5 - 150PFCB6 - 150PFCB7 - 165x65 17C HYNEBEAMB8 - 360UB44.7B9 - 225x50F14B10 - 200PFCB11 - 150PFCJ1 - 70x45 F14 HWD JOISTS @450CTRSL1 - 90x45 MGP12L2 - 295x6517C HYNEBEAML3 - 150x45 LVLTOP PLATE - 2/35x90 MGP12BOTTOM PLATE - 35x90 MGP12TIMBER STUD WALLS- 35x90 MGP12 @ 450CENTRESP2 - 75x4 SHS POSTS IN 600DIAM. FOOTING*U.N.O. ALL OTHER POSTS ARE 75x4 SHSPOSTS IN 450DIAM. FOOTING.
45.8kN REQUIRED65.3kN ACHIEVED
33.7
kN R
EQ
UIR
ED
36.5
kN A
CH
IEV
ED
DIA
M.
16 X
-BR
AC
ETE
MP
OR
AR
Y
P2
N2
P2
LEGEND
L3
*All drawings are indicative
01 EK
CONSTRUCTION NOTES
• CONFIRM ALL DIMENSIONS ON SITE TO EXISTINGRESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK OR
• SUPPLY AND INSTALL 'BIFLEX' CHEMICAL TERMITETREATMENT (UNLESS OTHERWISE APPROVED) TOCOMPLY WITH AS3660.1 AND MANUFACTURER'SSPECIFICATIONS
• ALL BRICKWORK (INCLUDING BRICK VENEER) SHALLBE IN ACCORDANCE WITH AS3700- MASONRY CODE
• ALL TIMBER FRAMING SHALL BE IN ACCORDANCEWITH AS1684. - UNLESS OTHERWISE APPROVEDROOF FRAMING SHALL BE OF TRADITIONAL TIMBER
FRAMED CONSTRUCTION
• FOR ALL STRUCTURAL MEMBERS, FOOTINGS, &LOAD BEARING WALLS REFER TO STUCTURAL
DOCUMENTATION PREPARED BY ENGINEERS.
• ELECTRICIAN TO SUPPLY AND INSTALL APPROVEDHARD WIRED SMOKE ALARMS IN ACCORDANCE
WITH AS3786.
AS SHOWN A3
01
STAGEREV BY DATE
EK
EK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
EK
EMMK16- 0005
STRUCTURAL INFORMATION - GROUND FLOOR
HOME EXTENSION
A.07
OCT 16
08-10-16
1 : 100
STRUCTURAL LAYOUTGROUND FLOOR1
MY UNO PTY LTD
A - 2 STUDSB - 3 STUDSB1 - 230PFCB2 - 230PFCB3 - 180PFCB4 - 150PFCB5 - 150PFCB6 - 150PFCB7 - 165x65 17C HYNEBEAMB8 - 360UB44.7B9 - 225x50F14B10 - 200PFCB11 - 150PFCJ1 - 70x45 F14 HWD JOISTS @450CTRSL1 - 90x45 MGP12L2 - 295x6517C HYNEBEAML3 - 150x45 LVLT1 - TIE-DOWN RODTOP PLATE - 2/35x90 MGP12BOTTOM PLATE - 35x90 MGP12TIMBER STUD WALLS- 35x90 MGP12 @ 450CENTRESP2 - 75x4 SHS POSTS IN 600DIAM. FOOTING*U.N.O. ALL OTHER POSTS ARE 75x4 SHSPOSTS IN 450DIAM. FOOTING.
LEGEND
B
L2T1
T1
*All drawings are indicative
01 EK
CONSTRUCTION NOTES
• CONFIRM ALL DIMENSIONS ON SITE TO EXISTINGRESIDENCE PRIOR TO COMMENCEMENT OF ANYWORK OR
• SUPPLY AND INSTALL 'BIFLEX' CHEMICAL TERMITETREATMENT (UNLESS OTHERWISE APPROVED) TOCOMPLY WITH AS3660.1 AND MANUFACTURER'SSPECIFICATIONS
• ALL BRICKWORK (INCLUDING BRICK VENEER) SHALLBE IN ACCORDANCE WITH AS3700- MASONRY CODE
• ALL TIMBER FRAMING SHALL BE IN ACCORDANCEWITH AS1684. - UNLESS OTHERWISE APPROVEDROOF FRAMING SHALL BE OF TRADITIONAL TIMBER
FRAMED CONSTRUCTION
• FOR ALL STRUCTURAL MEMBERS, FOOTINGS, &LOAD BEARING WALLS REFER TO STUCTURAL
DOCUMENTATION PREPARED BY ENGINEERS.
• ELECTRICIAN TO SUPPLY AND INSTALL APPROVEDHARD WIRED SMOKE ALARMS IN ACCORDANCE
WITH AS3786.
AS SHOWN A3
01
STAGEREV BY DATE
EK
EK
PROJECT NUMBER DRAWING NUMBER REVISION
DATE DRAWN DRAWING SCALE SHEET SIZE
CHECK
DESIGNED
DRAWN
DRAWING TITLE
CLIENT DETAILS
PROJECT DETAILS
PROJECT STAGE
EK
1 : 100
STRUCTURAL LAYOUTFIRST FLOOR1
EMMK16- 0005
STRUCTURAL INFORMATION - FIRST FLOOR
HOME EXTENSION
A.08
OCT 16
08-10-16
MY UNO PTY LTD
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