standard specification - myuno...50mm over base flashing. turn up in cavity sloping inwards and...

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.




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



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


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.




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


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


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


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




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


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 LEVEL

2600

257

2600


NEW. 90 x 90mm SHS POSTNEW. VERTICALDECORATIVE ARCH TRIMS

22.5°

20°


0 0.5m

1:50 @ A1

3m

1:100 @ A3 1:141 @ A4

1m 4m2m 5m

MGL 08.10.2016




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DESIGNED

DRAWN

DRAWING TITLE

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EMMK16.0005

MGL

EK

EK

OCT 2016 ASSHOWN A3

A.04 R

PROPOSED. ELEVATION 2SCALE - 1 : 100


PROPOSED1

ELEVATIONSSHEET OF 2

MY UNO PTY LTD

MY UNO PTY LTD

GROUND FLOOR LEVEL


CEILING LEVEL

2600

257

2600


NEW. 90 x 90mm SHS POST

NEW. VERTICALDECORATIVE ARCH TRIMS

22.5°

20°

SELECTED. COLORBONDROOF TO MATCH EXISTING

GROUND FLOOR LEVEL


2600

257

2600

CEILING LEVEL


NEW. 90 x 90mm SHS POST SELECTED. ALUMINIUM FRAMEDSLIDING GLASS WINDOWS TOMANUFACTURER'S SPECS.

22.5°


0 0.5m

1:50 @ A1

3m

1:100 @ A3 1:141 @ A4

1m 4m2m 5m

MGL 08.10.2016




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DESIGNED

DRAWN

DRAWING TITLE

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EMMK16.0005

MGL

EK

EK

OCT 2016 ASSHOWN A3

A.05 R



2OFSHEETELEVATIONS

2PROPOSED

MY UNO PTY LTD

MY UNO PTY LTD

GROUND 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


REMOVE. EXISTINGROOF & PORTION

B -

A -


SELECTED. COLORBOND GUTTERTO ENGINEER'S SPECS.


22.5°

REINFORCED CONCRETE FOOTING& SLAB TO ENGINEERS SPECS.


PROVIDE. WATERPROOFMEMBRANE & TERMITE BARRIERTO UNDERSIDE OF NEW SLAB.


0 0.5m

1:50 @ A1

3m

1:100 @ A3 1:141 @ A4

1m 4m2m 5m

MGL 08.10.2016




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DESIGNED

DRAWN

DRAWING TITLE

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-

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



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



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

standard specification - myuno...50mm over base flashing. turn up in cavity sloping inwards and...

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