Weatherston Road - Building Permit.pdf

AMENDMENT DETAILSREV DATE DRAWING NUMBER REVISION DATE DRAWN DRAWING SCALE SHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 0 5m123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au 1 25 Weatherston Road, Seaford COVER PAGE 2 UNIT DEVELOPMENT HiDraft VER 1.5 PMF+ WD000 LF HD WD DRAWING SCHEDULE No.TITLE REV WD000COVER WD014DOORSWD013DOORSWD012BALCONYWD011SECTIONWD010SECTIONWD009ELEVATION2WD008ELEVATION3WD007ELECTRICALWD006ROOFWD005FIRSTWD004GROUNDWD003PROPOSEDWD002EXISTINGWD001GENERALPAGE1NOTES1SITEPLAN1SITEPLAN2FLOORPLAN3FLOORPLAN2PLAN2PLAN122DETAIL2&WINDOWSCHEDULE_UNIT13&WINDOWSCHEDULE_UNIT23 PROPOSED DUAL OCCUPANCY DEVELOPMENT 25 Weatherston Road, Seaford 1Building Permit issuePM31.10.2018

A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM.

11.0 CEILINGS 11.1 CEILINGS SHALL BE RECESSED EDGE, MINIMUM 8.0mm PLASTERGLASS OR 11.2GYPROCK.FLUSH JOINTS, SCREW HEADS, AND OTHER BLEMISHES IN THE SHEETS

14.2 "SUPERDRAFT" RESERVES THE RIGHT TO ERECT A BUILDERS SIGN ON THE PROPERTY FACING THE STREET FRONTAGE IN COMPLIANCE WITH AUTHORITY REQUIREMENTS. 15.0 PAVING 15.1 WHEN PAVING IS INCLUDED IN THE APPLY AS A MINIMUM AND TO AREAS AS SHOWN ON WORKING SAND TO TO EMBEDDED IN MORTAR THE TO MUST FORM A WITH BY OR MUST NOT ADVERSELY AFFECT OR IS TO BE PROVIDED WITH A MINIMUM 25mm AND IS FITTED CLOSE TO OPENINGS SUCH AS WINDOWS/DOORS ETC. AND IS PROVIDED WITH ADEQUATE SUPPORT. BULK INSULATION MUST MAINTAIN ITS POSITION, THICKNESS. ENSURE THAT CEILING INSULATION OVERLAPS UN INSULATED WALLS 16.5CONSTRUCTION JOINTS, SUCH AS BETWEEN WALL AND FLOOR, ARE TO BE TIGHT FITTING OR SEALED USING CAULKING OR JOINERY TEMS SUCH AS SKIRTING OR CORNICES 16.6 EXHAUST FANS ARE TO BE FITTED WITH A SELF CLOSING DAMPER 16.7 ROOF LIGHTS MUST BE SEALED WITH WEATHERPROOF SEALS 16.8 HEATED WATER PIPING MUST BE THERMALLY INSULATED AND PROTECTED AGAINST THE WEATHER AND SUN 16.9 INTERNAL HEATED WATER PIPING TO HAVE AN R VALUE OF 0.2 16.10ENCLOSED SUB FLOOR AND ROOF SPACE TO HAVE AN R VALUE OF 0.45 9.0 WINDOWS/GLAZING 9.1 UNLESS OTHERWISE STATED ON THE DRAWINGS WINDOW FRAMES SHALL BE ALUMINIUM RESIDENTIAL OR COMMERCIAL IN SECTION WITH POWDERCOAT FINISH AS SELECTED BY OWNER. 9.2 ALLOW FOR FLYSCREENS TO BE FITTED TO ALL WINDOWS. 9.3 ANGLED WINDOW UNITS SHALL BE FACTORY MADE AND FIXED AND DELIVERED ON SITE AS A COMPLETE UNIT. 9.4 WHERE RELEVANT WINDOWS ARE TO COMPLY WITH THE SPECIFICATIONS BY THE PERFORMANCE ASSESSOR. GENERALLY: OBSCURE BATHROOMS, REFER HAVE BEEN NOMINATED, BE MATERIALS

16.4

DRIVEWAY AREAS, PROVIDE NOMINAL 300x150mm CONCRETE FOOTING ALONG PERIMETER OF DRIVEWAY AND BED EDGE BRICK IN MORTAR. 15.2 PROVIDE 100mm COMPACTED LIMESTONE BASE TO DRIVEWAY TOPPED 50mmWITH CLEAN SAND AND GRADE TO FALLS. 15.3 UNLESS NOTED PAVING PATTERN IS TO CLIENTS DETAIL 15.4 BRICK PAVERS SHALL BE: TRAFFICABLE AREAS: MIN. 65mm SOLID CLAY OR CONCRETE PEDESTRIAN AREAS: MIN. 43mm SOLID CLAY OR CONCRETE 16.0 ENERGY EFFICIENCY 16.1 INSULATION

AIRSPACE

14.0 SIGNAGE 14.1 WHERE NECESSARY SUPPLY & FIX SELECTED UNIT AND HOUSE NUMBERS TO EACH UNIT AND TO LETTERBOXES AS SCHEDULED.

5.11 BUILD IN ALCOR/PGI FLASHINGS AS FOLLOWS: WHEREVER SHOWN ON DRAWINGS CAVITY WALLS BUILT OF SLAB ON GROUND (WHERE NOT PARGED) OVER LINTELS TO EXPOSED OPENINGS EXTEND THE FULL WIDTH OF OUTER LEAF CONTINUOUS ACROSS CAVITY 50mm INTO INNER LEAF 2c ABOVE 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 INNER LEAF 1c ABOVE. DOOR/WINDOW STILES EXTEND THE FULL HEIGHT 150mm WIDE FIXED TO FRAMES INTERLEAVED WITH SILL AND HEAD FLASHING AT EACH END. STRUCTURE OR SERVICES WITHIN 30mm OF OUTER BRICK LEAF IN CAVITY: VERTICAL FLASHING CONTINUOUS 1c BELOW FL TO ABOVE STRUCTURE OR FRAME. NOMINAL 300m 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 LEAF. 5.12 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 THE OPENING. 5.13 UNLESS OTHERWISE SHOWN ON DRAWINGS EXTERNAL FACE WORK: 230x110x76mm WINDOW SILLS: 2c FACE BRICK SPLAYED SILLS WINDOW HEADS: SOLID FACEBRICK COURSE 7.0 CARPENTRY WORK 7.1 ROOF AND CEILING FRAMING SHOULD COMPLY WITH AS 1684 LIGHT TIMBER FRAMING CODE. DRAW STRAP FIRMLY OVER WALL PLATES AND SECURELY FIX TO TOP OF PLATE BY 2x30mm GALV. CLOUTS/STRAP. 7.2 REFER TO AS 1684 FOR ROOF FRAMING SIZES UNLESS SPECIFIED ON 7.3DRAWINGS.SUPPLYAND FIX ALL BULKHEADS & FALSE CEILINGS AS SHOWN ON THE DRAWINGS. 8.0 ROOFING 8.1 SELECTED ROOFING MATERIAL SHALL BE INSTALLED AND FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION AND RELEVANT BUILDING CODES 8.2 GUTTER, FASCIA, DOWNPIPES, FLASHING SHALL BE IN LONGEST POSSIBLE 8.3LENGTHSALLOW FOR ALL JOINTS AND JOINING MATERIALS, COLLARS, STRAPS & FASTENINGS NECESSARY TO COMPLETE WORK. 8.4 ALLOW FOR ALL ROOF PENETRATIONS, ROOF COWLS, FLASHING, FLUMES THROUGH ROOF 8.5 FIX GUTTERS & FLASHING TO PERMIT THERMAL MOVEMENT IN THEIR FULL 8.6LENGTHSEAL BETWEEN OVERLAPPING FLASHING; FLASHING TURNED DOWN OVER BASE OR APRON FLASHING; FLASHING OVER METAL ROOF; FLASHING OVER SECRET GUTTERS; AROUND ROOF PENETRATIONS ETC.

DRAWINGS. · CUT, FILL & COMPACT

BENEATH

A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. BE PRIOR TO COMMENCEMENT OF ANY WORK MATERIALS SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND UNLESS OTHERWISE STATED ON THE PLANS SHALL BE AND THE BEST OF THE THEIR RESPECTIVE KIND AND SUITABLE FOR THEIR INTENDED PURPOSES. ALL WORKMANSHIP SHALL COMPLY WITH RELEVANT CURRENT AUSTRALIAN STANDARDS AND TO GOOD TRADE PRACTICES ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE 1.4 RESPECTIVE AUTHORITY HAVING JURISDICTION OVER THE WORKS. 1.5 THE ARCHITECTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH THE SPECIFICATION, SCHEDULES AND CONSULTANTS DRAWINGS THAT FORM PART OF THE CONSTRUCTION DOCUMENTS REFERRED TO IN THE "BUILDING CONTRACT". DO NOT SCALE FROM DRAWINGS. NOTIFY OF ANY ERRORS OR 1.6OMISSIONSBEFORE PROCEEDING WITH ANY WORKS 1.7 ENSURE THAT SUBSTRATES ARE SUITABLE FOR THE INTENDED SUBSEQUENT FINISHES. COMMENCEMENT OF WORK ON THE SUBSTRATES IMPLIES ACCEPTANCE BY THE SUBCONTRACTOR OF THE SUBSTRATES ON WHICH FINISHES ARE APPLIED. CONTRACTOR IS TO SUPPLY ALL EQUIPMENT NECESSARY FOR THE 1.8 COMPLETION OF THE RESPECTIVE WORKS. CONTRACTOR IS RESPONSIBLE FOR THE PROGRESSIVE CLEAN UP DURING 1.9 AND AFTER THE COMPLETION OF RESPECTIVE WORKS 2.0 EARTHWORKS 2.1 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 SUITABLE CLEAN FILL AND COMPACT IN LAYERS NOT GREATER THAN 300mm TO REDUCE LEVELS AS SHOWN. DO NOT EXCAVATE SERVICES TRENCHES WITHIN AN ANGLE OF 45 2.2DEGREESDOWN FROM THE BOTTOM EDGE OF THE FOOTING. ALL RETAINING WALLS TO BE TREATED WITH "BITKOTE" WATERPROOFING 2.3 AGENT 3.0 CONCRETE 3.1 ALL CONCRETE REINFORCEMENT AND FORMWORK SHALL BE TO STRUCTURAL ENGINEERS DETAILS, RELEVANT BUILDING CODES AND 3.2STANDARDSTHEFOOTING AND SLAB CONSTRUCTION IS TO COMPLY WITH AS 2870 3.2 3.3 PROVIDE A PROPRIETARY VAPOUR BARRIER WHICH CONSISTS OF HIGH IMPACT RESISTANT POLYTHENE FILM MIN 0.2mm THICK WHICH HAS BEEN PIGMENTED AND BRANDED BY THE MANUFACTURER. 4.0 TERMITE PROTECTION: 4.1 PROVIDE ANTI TERMITE TREATMENT UNDER THE BUILDING AREAS IN ACCORDANCE WITH AS 2057, AS 3660.1 AND APPENDIX D, FOR RETICULATED 4.2SYSTEMS.BUILDER SHALL PROVIDE "BIFLEX" OR SIMILAR APPROVED ANTI TERMITE TREATMENT IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARD CODES 5.0 BRICKWORK 5.1 BRICK WORK SHALL COMPLY WITH : AS 3700 MASONRY CODE AS A123 MASONRY CODE MORTAR FOR MASONRY CONSTRUCTION 5.2 BRICK GAUGE 7 STANDARD COURSES = 600mm. 5.3 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 OPENINGS AND VERTICAL CONTROL JOINTS AND WITHIN 150mm OF OPENINGS. BUILD TIES INTO EACH LEAF AT LEAST 50mm. 5.4 VERTICAL CONTROL JOINTS SHALL BE 12mm WIDE FILLED AT COMPLETION WITH A CONTINUOUS FILLER STRIP. 5.5 CAVITIES TO BE KEPT CLEAR OF MORTAR. PROVIDE CAVITY BOARDS. TEMPORARILY OMIT BRICKS TO PERMIT RAKING OUT OF CAVITY BOTTOMS. 5.6 FORM WEEP HOLES EVERY FOURTH PERPEND ABOVE FLASHING AND CAVITY FILL KEEP CLEAR OF MORTAR. DO NOT LOCATE WEEPHOLES CLOSER THAN 500mm TO JOINTS IN DAMP PROOF COURSES OR FLASHING. 5.7 PROVIDE DAMP PROOF COURSES (DPC) IN THE BOTTOM 3 COURSES OF BRICK WORK AND SLAB AND/OR FOOTINGS. DPC ADDITIVE SHALL BE CLEAR IN ALL FACEWORK.

UNIFORM THINNESS AND LEVELS PROVIDE BRICK EDGE RETAINING FOOTING

1.2 ALL

GENERALLY:

BUILDING CONTRACT THE FOLLOWING SHALL

CONTINUOUS BARRIER

CEILINGS, WALLS AND FLOORS

12.0 PLASTERING 12.1 INTERNAL WALL FINISHES INCLUDING CUPBOARD, BIN & FRIDGE RECESSES ETC SHALL BE (OTHER THAN FACE FINISHES OR WHERE COVERED BY FEATURE MATERIALS) FLOAT AND SET IN HARDWALL PLASTER U.N.O.

PAVING BRICK ·

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 0 5m123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au 1 25 Weatherston Road, Seaford GENERAL NOTES 2 UNIT DEVELOPMENT HiDraft VER 1.5 PMF+ WD001 LF HD WD 1.0 GENERAL 1.1 ALL DIMENSIONS SHALL

1.3

ABUTTING

LAY ALL PAVING

5.8 SETOUT BRICKWORK ACCURATELY, PLUMP, LEVEL AND PROPERLY BONDED. RISING WORK TO BE 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 OR GREATER THAN 50mm 5.9 PROVIDE 12mm PLASTERING MARGIN BETWEEN WINDOW FRAME AND INTERNAL BRICKWORK TO BE PLASTERED.

THERMAL

9.5 CLEAR GLASS

NEW

STANDARD · SUPPLY

CHECKED ON SITE

DOMESTIC SERVICES

PROVIDED

REQUIRED LEVELS. SCREED

THEY SHALL BE IN FRAMES AND INSTALLED TO MANUFACTURERS SPECIFICATIONS 10.0 JOINERY 10.1 ALL JOINERY SHALL

TO BEST TRADE PRACTICES AND HIGH QUALITY FINISH. 10.2 EXTERNAL DOOR FRAMES SHALL BE: 110x40 DOUBLE REBATED FRAME WITH 130x40 WEATHERED THRESHOLD U.N.O. 10.3 SUPPLY AND BUILD IN TIMBER DOOR FRAMES TO EXTERNAL LOCATIONS AS SHOWN ON ARCHITECTURAL DRAWINGS. STANDARD SPECIFICATION BE ADVISED SOME CLAUSES IN THIS SPECIFICATION MAY NOT BE RELEVANT TO THIS PROJECT MAX SPAN LINTELS SIZE BEARING (mm) (VERT x HORIZ x THICK) EACH END (mm) 900 75x10 150 1200 75x75x8 150 1500 90x90x8 150 1800 100x75x8 230 2100 125x75x8 230 2400 125x75x10 230 2500 100x100x8 230 3000 150x90x10 230 6.0 LINTELS 1Building Permit issuePM31.10.2018

OVERLAPPING ADJOINING INSULATION 16.2 INSULATION

12.2 PLASTERED WALLS SHALL BE NOMINAL 12mm THICK CONSISTING OF 1:1:9, CEMENT:LIME:SAND RENDER, AND FINISHED WITH NOMINALLY 3mm HARDWALL 12.3PLASTERSUPPLY AND FIX EXTERNAL CORNER BEADS TO ALL EXTERNAL CORNERS. 12.4 PROVIDE STOP BEADS WHERE PLASTER WORK ABUTS TIMBER FRAMES, OR 12.5FACEWORKEXTERNAL RENDER WHEN APPLICABLE SHALL BE 2 COAT SAND FINISH. (FOR 12.6 PAINTING). 12.6 NIBS IN INTERNAL CORNERS ADJACENT TO DOOR FRAMES GREATER THAN 40mm SHALL NOT BE FLUSHED UP WITH FRAMES. 12.7 PROVIDE V JOINTS IN RENDER & FINISHING PLASTER WHERE BRICK WORK ABUTS OR JOINS ONTO CONCRETE WORK.

GLASS TO

EXTERNAL

OF HIGHEST QUALITY

11.3USINGAPPROVED SYSTEMS TO PROVIDE FLUSH SMOOTH CONTINUOUS SURFACE PROVIDE AND FIX ALL FLUSH STOP BEADS & CASING BEADS TO ALL CORNERS & 11.4EDGESPROVIDE ALL SELECTED MOLDINGS AND CORNICES TO ALL CEILINGS AS SHOWN ON THE DRAWINGS.

13.0 FLOORING FINISHES 13.1 CARPET FLOOR COVERINGS TO NOMINATED AREAS COMPLETE WITH SELECTED UNDERLAY SMOOTH EDGE, DIMINISHING STRIPS ETC, TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE 13.2 PROVIDE TILED FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, ANGLE TRIMS ETC. TO COMPLETE THE WORKS: REFER TO DRAWINGS AND FINISHES SCHEDULE 13.3 PROVIDE TIMBER FLOOR FINISHES TO NOMINATED AREAS COMPLETE WITH ALL MATERIALS, DIMINISHING BOARDS ETC TO COMPLETE THE WORKS: FLOOR BOARDS TO BE SANDED AND POLISHED TO HIGH STANDARD WITH PREMIUM QUALITY SEALER (2 COATS). REFER TO DRAWINGS AND FINISHES SCHEDULE.

5.10 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 THE OPENING.

16.3FITTINGSREFLECTIVE INSULATION

TO 9.6DRAWINGS.WHEREGLASS BLOCKS

ROADWEATHERSTON FOOTPATHCONCRETE PALINGSTIMBER1.3m LAWN H/W 27 SINGLE W/BOARDSTOREYHOUSETILEROOF TILE VERANDAHROOFCARPORT H/WDOORCH VER PROPOSED 1.8m HIGH PALING FENCE POSLAWNVEGETATION PALINGSTIMBER1.9m PALINGSTIMBER1.9m PROPOSED 1.8m HIGH PALING FENCES LAWN LAWN LAWN POSLAWN 1.9m TIMBER PALINGS POSLAWN PALINGSTIMBER1.9m POSLAWN 179° 58' 39.62 359° 58' 39.62 15.2458'89° 15.2458'269° FENCEDNOT FLAT ROOFPOLEE'CONC X-ING TELTBM 2.01RL FENCEDNOTFOOTPATHCONCRETE DIRT DR VEWAY STOREYSINGLE HOUSEW/BOARD ROOFALUM 23 FLAT ROOF FR FR STOREYSINGLE UNITBRICKRENDERED ROOFALUM 2/28 2m ALUMINIUM FENCE SHED BUNGLOW INACCESSIBLE EXISTING SINGLE STOREY RESIDENCE TO BE DEMOLISHED EXISTING DRIVE TO BE DEMOLISHED EXISTING SHED TO BE DEMOLISHED -HABITABLE WINDOW -NON HABITABLE WINDOW -1500L RAIN WATER TANK -OBSCURED FROSTED GLASS -ELECTRICAL METER BOX -MAIL BOX -GAS -ALLOCATEDMETER BIN PLACEMENT -PRIVATE OPEN SPACE -EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT -EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT -PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING) NO MORE THAN 25% TRANSPARENT LEGEND HAB. W BINSGASMAILMBOBRWTWPOS T# T# TO BE DEMOLISHED A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 0 5m123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 1 25 Weatherston Road, Seaford EXISTING SITE PLAN 2 UNIT DEVELOPMENT HiDraft VER 1.5 PMF+ WD002 LF HD WD 1 : 200 EXISTING SITE PLAN1 1Building Permit issuePM31.10.2018

-HABITABLE WINDOW -NON HABITABLE WINDOW -1500L RAIN WATER TANK -OBSCURED FROSTED GLASS -ELECTRICAL METER BOX -MAIL BOX -GAS -ALLOCATEDMETER BIN PLACEMENT -PRIVATE OPEN SPACE -EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT -EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT -PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING) NO MORE THAN 25% TRANSPARENT SUMP PIT LEGEND HAB. W POSMBRWTWOBMAILGASBINS T# T# ·BUILDERNOTES: TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN 1.83m EASEMENT AND ALL ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY ·PRIORWORKS.TOCOMMENCING STORM WATER DRAINAGE WORK THE CONTRACTOR SHALL VERIFY THE STORM WATER LEGAL POINT OF DISCHARGE & ASCERTAIN THAT STORM WATER DRAINAGE CAN BE INSTALLED AS PER CIVIL ENGINEERS DRAWINGS & DETAILS. REFER TO APPROVED CIVIL ENGINEERS DRAWINGS DETAILS & SPEC. FOR ALL EXTERNAL STORM WATER DRAINAGE DESIGN. ·REFER TO LANDSCAPE DESIGNER'S APPROVED DRAWING FOR RE-VEGETATION DESIGN IN ACCORDANCE WITH CONDITIONS TO PLANNING PERMIT & LOCAL AUTHORITIES PLANTING SCHEME/POLICY SITE AREA(sq) : BUILDING AREA(sqm) GROUND FLOOR AREA(sqm) UPPER FLOOR AREA(sqm) VEHICLES COMMON HARD AREA(sqm) : PERVIOUS SURFACE AREA (sqm) : PERMEABILITY : SITE COVERAGE : GROUND FLOOR AREA(sqm) UNIT 1UNIT 2 UPPERPORCH(sqm)GARAGE/CARPORT(sqm)FLOORAREA(sqm) TOTAL BUILDING AREA SECLUDED POS(sqm) OTHER OPEN SPACE(sqm) TOTAL POS(sqm) DEVELOPMENT SUMMARY 604 m² 326 1845822233.28%53.31%m²m²m²m² BALCONY(sqm) 43 m² 62 105m²m²137m²24m²2m²92m²264m²9m² 137 m² 24 m² 2 624392m²m²9m²m²m²264m²105m²GARDEN AREA(%) :31.62% OUTLINE OF FIRST FLOOR ABOVE OUTLINE OF FIRST FLOOR ABOVE Unit 1 Unit 2 FFL 2.25 FFL 2.25 25301925 1185511855 2UNIT7620 1UNIT7620 SETBACK8600 25390 SETBACK5630 2530 SETBACK8600 25390 SETBACK5630 2000 PROPOSED 3.0m WIDE CONCRETE DRIVEWAY PROPOSED 3.0m WIDE CONCRETE DRIVEWAY FFL FFL2.102.10 BINSBINSGAS METER WM WATER METER WM WATER METER GAS METER PROPOSED NEW 3.0m WIDE CROSSOVERCONCRETE TO THE SATISFACTION OF LOCAL REQUIREMENTSAUTHORITIES EXISTING CROSSOVER CLOTH LINE CLOTH LINE LETTER BOX LETTER BOX PROPOSED PALING FENCE 1.2m H PROPOSED PALING FENCE 1.8m H WROUGHT IRON FENCE 1.2m H WROUGHT IRON FENCE 1.2mH GATEGATEROADWEATHERSTON FOOTPATHCONCRETE PALINGSTIMBER1.3m LAWN H/W 27 SINGLE W/BOARDSTOREYHOUSETILEROOF TILE VERANDAHROOFCARPORT H/WDOORCH VER PROPOSED 1.8m HIGH PALING FENCE POSLAWNVEGETATION PALINGSTIMBER1.9m PALINGSTIMBER1.9m PROPOSED 1.8m HIGH PALING FENCES LAWN POSLAWN POSLAWN PALINGSTIMBER1.9m POSLAWN 179° 58' 39.62 359° 58' 39.62 15.2458'89° 15.2458'269°POLEE'CONC X-ING TELTBM 2.01RL FENCEDNOTFOOTPATHCONCRETE DIRT DRIVEWAY STOREYSINGLE HOUSEW/BOARD ROOFALUM 23 FLAT ROOF FR FR STOREYSINGLE UNITBRICKRENDERED ROOFALUM 2/28 2m ALUMINIUM FENCE SHED BUNGLOW INACCESSIBLE M.B 1500 5630 1500 5630 DP DP DP DPDPDP DP DP M.B PIT 1 PIT 2 1:212 DPDP 1.6M BROKEN TIMBER PALING FENCE 1.6M BROKEN TIMBER PALING FENCE AREA TO BE KEPT CLEAR OF OBSTRUCTIONS OF VISIBILITYAREA TO BE KEPT CLEAR OF OBSTRUCTIONS OF VISIBILITY A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 2 25 Weatherston Road, Seaford PROPOSED SITE PLAN 2 UNIT DEVELOPMENT HiDraft VER 1.5 PMF+ WD003 LF HD WD 1 : 200 PROPOSED SITE PLAN1 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES OBSCURE GLAZING TO 1.7m AFFL OB TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL -2/90x45WALLS:MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.

TYPE 2. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-03WALL TYPE 3. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & WT-06WALLSPECIFICATIONS.TYPE6.250mm THICK LOAD BEARING PARTY WALL.(90mm TIMBER+22.5mm AIR GAP+90mm TIMBER STUD). ASPER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS.USG BORAL PARTIWALL SYSTEM PWT60.1 FRL 60/60/60 PARTIWALLTO SHOW COMPLIANCE WITH FIRE SAFETY AND SOUND INSULATION REQUIREMENTS NOTE ALL INTERNAL JOINERY, APPLIANCES AND FIXTURES ON DRAWINGS ARE INDICATIVE ONLY. REFER TO CLIENT AND INTERIOR JOINERY DESIGNERS DRAWINGS AND SPECIFICATION 1 : 100 GROUND FLOOR2 SMOKE ALARMS TO HARDWIRED AND INTERCONNECTED IN ACCORDANCE WITH AS 3786 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019 3Building PermitAmendments2PM15.04.2019

REFERNOTE: TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING A PER ENGINEERS DETAILS & SPEC.

SAEF CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W011GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P A001 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2 OF THE NCC 2016.NOTE:SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOMS DOOR ENTRIES. TBTIMBERSHRSHOWERFLOORING.REFER COLOUR AND FINISHES SCHEDULE TIL-01TILE FLOORING TYPE 1. REFER COLOUR AND FINISHES SCHEDULE TIL-02TILE FLOORING TYPE 2. REFER COLOUR AND FINISHES SCHEDULE WMWASHING MACHINE WT-01WALL TYPE 1. 230mm SINGLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK PIER AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. REFER ELEVATIONS FOR EXTENT OF BRICK FACE AND RENDER FINISH. BRICK COLOUR & RENDER COLOUR REFER COLOUR AND FINISHES SCHEDULE WT-02WALL

TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION. WD0101 WD0112 WD0111 OUTLINE OF FIRSTFLOOR ABOVE UNIT 2 UNIT 1 3458002000175080800700800130175020301055 240 KITCHEN9013112501311904354 KITCHEN2404354 240375490510901311250131190510903754240 995 8965 900 380 900 1648 900 1302 900 1100 900 1300 900 1100 900 2299 995 110 6275 1860 90 BEDROOM3314 90 12605 50 240 STUDY2740 90 L'NDRY2230 1990 90 BATH1860 90 1200 90 2024 90 6356 LIVING6249 50 995 8895 900 380 900 1648 900 1302 900 1100 900 1300 900 1100 900 2369 240 755 110 6275 1860 90 BEDROOM3314 90 12415 240 240 STUDY2740 90 L'NDRY2230 1990 90 BATH1860 90 1200 90 2024 90 6356 LIVING6059 240 66515008492800 ENTRY2501150 ENTRY2800826150069911502403470110 STUDY1103470240366125012002402221 110 G A R A G E 3 6 2 0 9 0 3 6 6 1 2 5 0 1 3 1 1 9 0 L N D R Y / S T A I R 2 2 6 0 9 0 G A R A G E 3 6 2 0 1 1 0 D01 1GF W01 1GF D02 1GF D03 1GF D04 1GF W02 1GF W03 1GF D06 1GF D05 1GF D09 1GF W04 1GF W05 1GF W06 1GF W07 1GF W08 1GF D10 1GF W09 1GF GARAGE STUDY ENTRY BEDROOM 4WIRBATH KITCHEN DINING L'DRY WT-03 WT-03 WT-06 WT-06 WT-02 WT-02 WM FR WT-03 W01 2GF W02 2GF W03 2GF W04 2GF W05 2GF W06 2GF W07 2GF W08 2GF W09 2GF D01 2GF D02 2GF D03 2GF D06 2GF D05 2GF D09 2GF D10 2GF WT-03WT-03 WT-06 WT-06 WT-02 WT-02 WT-03 FR GARAGE STUDY ENTRY BEDROOM 4WIRBATH KITCHEN DINING LIVING L'DRY TB CP-01 TB CP-01 FFL 2.25 FFL 2.25TBTB TB 1 3 1 1 1 3 1 1 OUTLINE OF FIRST FLOOR ABOVEWT-03WT-03 BOUNDARY 179°58' 39.62m BOUNDARY 179°58' 39.62m EFEFEF 2538925389 1 2 2 4 0 1 5 2 1 1 PAVPAV PAVPAV RWH&DP RWH&DP RWH&DP RWH&DP LINENROBEROBELINEN D08 1GF D08 2GF 6065 3 5 0 0 3 5 0 0 6065 TIL-02SHRSHRWM 9 0 0 9 0 0 LIVING TB TB SASA D07 2GF D07 1GF M.BRWH&DPDPM.B TB Bulkhead Bulkhead DP BINSBINSTIL-02 SASA TIL-01TIL-01 TIL-01 TIL-02 TIL-02 RAINWATER TANK-MINIMUM CAPACITY OF 2000L AND TO BE CONNECTED TO ALL SANITARY FLUSHING SYSTEMS. RAINWATER TANK-MINIMUM CAPACITY OF 2000L AND TO BE CONNECTED TO ALL SANITARY FLUSHING SYSTEMS. 50MM STEP DOWN 50MM STEP DOWN 50MM STEP DOWN 50MM STEP DOWN WT-01WT-01 A3 REPRODUCTIONCOPYRIGHT

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 3 25 Weatherston Road, Seaford GROUND FLOOR PLAN 2 UNIT DEVELOPMENT HiDraft VER 1.5 PMF+ WD004 LF HD WD FINISHES LEGEND TAG DESCRIPTION BINSALLOCATED BIN AREA CP-01SELECTED CARPET FINISH.REFER COLOUR AND FINISHES SCHEDULE DPDOWN PIPE.COLOURBOND. REFER COLOUR SCHEDULE. EFCEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGH M.BELECTRICALFRFRIDGE METER BOX PAVPERVIOUS PAVING RWH&DPRAIN WATER HEAD & DOWN PIPE.COLOURBOND. COLOUR TO MATCH WALL RENDER FINISH. SASMOKE ALARM.INTERCONNECTED.

DP SP RWH SO S DRAWING LEGEND

ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 2 25 Weatherston Road, Seaford FIRST FLOOR PLAN 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD005 LF HD WD FINISHES LEGEND TAG DESCRIPTION BGBOX GUTTER MIN 400mm WIDE BOX GUTTER IN COLOURBOND STEEL CP-01SELECTED CARPET FINISH.REFER COLOUR AND FINISHES SCHEDULE EFCEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGH RWH&DPRAIN WATER HEAD & DOWN PIPE.COLOURBOND. COLOUR TO MATCH WALL RENDER FINISH. RWH,DP&SPRAIN WATER HEAD,DOWN PIPE AND SPREADER. 80DIA COULOURBOND DOWNPIPE AND SPREADER.

TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL -2/90x45WALLS:MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.

ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.

& SPECIFICATIONS.USG BORAL PARTIWALL SYSTEM PWT60.1 FRL 60/60/60 WT-07WALL TYPE 7. NOM.220mm THICK STUD WALL.(METAL CLADDING+50MM TIMBER BATTEN+90MM STUD WALL+30MM TIMBER BATTEN+METAL CLADDING).ALIGN METAL CLADDING TO RENDER WALL. VERTICAL JOINTS AT 250MM MAX CTRE. COLOUR IN SELECTED COLORBOND FINISH. PARTIWALLTO SHOW COMPLIANCE WITH FIRE SAFETYAND SOUND INSULATION REQUIREMENTS NOTE ALL INTERNAL JOINERY, APPLIANCESAND FIXTURES ON DRAWINGSARE INDICATIVE ONLY. REFER TO CLIENT AND INTERIOR JOINERY DESIGNERSDRAWINGS AND SPECIFICATION 1 100 FIRST FLOOR2 SMOKE ALARMS TO HARDWIRED AND INTERCONNECTED IN ACCORDANCE WITH AS 3786 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

TIL-01TILESHRSHOWERFLOORING TYPE 1. REFER COLOUR AND FINISHES SCHEDULE TIL-02TILE FLOORING TYPE 2. REFER COLOUR AND FINISHES SCHEDULE WT-03WALL TYPE 3. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & WT-05WALLSPECIFICATIONS.TYPE5.165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD.INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. SELECTED RENDER FINISH. COLOUR - WHITE WT-06WALL TYPE 6. 250mm THICK LOAD BEARING PARTY WALL.(90mm TIMBER+22.5mm AIR GAP+90mm TIMBER STUD). ASPER STRUCTURAL ENGINEERS DETAILS

DRAWING LEGEND

ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S

REFERNOTE: TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.

SAEF CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W011GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P A001 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. COLOUR TO MATCH WALL RENDER FINISH SASMOKE ALARM.INTERCONNECTED. HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2 OF THE NCC 2016.NOTE:SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOMS DOOR ENTRIES.

JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION. SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES OBSCURE GLAZING TO 1.7m AFFL OB WD0101 WD0112 WD0111 MASTERWIRBEDROOM ENS WC BATH BEDROOM 2 BEDROOM 3 CORRIDORUNIT 1 D01 1FF W04 1FF W05 1FF W06 1FF W07 D091FF 1FF D08 1FF D06 1FF D05 D031FF 1FF D04 1FF MASTERWIRBEDROOM ENS WC BATH BEDROOM 2 BEDROOM 3 CORRIDOR W04 2FF W05 2FF W06 2FF W07 2FF D01 2FF D09 2FF D08 2FF D06 2FF D05 2FF D03 2FF D04 2FF UNIT 2 2 ° 2 ° BOUNDARY 179°58' 39.62m BOUNDARY 179°58' 39.62m 1°1°CP-01 CP-01 CP-01 TIL-02 TIL-02 TIL-02 CP-01 CP-01 CP-01 TIL-01 TIL-01 TIL-01 CP-01CP-01W01 2FF W01 1FF EFEFEF EFEFEF WT-03 WT-03 WT-03 WT-03 WT-03 WT-03 WT-03WT-03CP-01CP-01 FFL 5.35 RWH&DP RWH&DP RWH,DP&SP RWH,DP&SP RWH&DP RWH&DP RWH,DP&SP RWH,DP&SP ROBE ROBE ROBE ROBE ROBE ROBE D02 2FF D07 2FF D10 2FF D02 1FF D07 1FF D10 1FF BGBGVOID VOID WT-06WT-06 FFL 5.35 Balustrade1.0m Balustrade1.0mBALCONYBALCONY Glass Balustrade 1.0m WT-05WT-05 WT-05 WT-05 3971 90 3740ENS 165 BATH2325 90 BEDROOM 2 3600 90 3765 10651 1500W 1500W 4185 165 M BEDROOM3806 90 STAIR1900 940 90 WC/2700BATH 90 510 90 BEDROOM 2 3600 90 3600 90 10651 1500W 1500W 4110 9 0 5 1 0 9 0 B E D R O O M 3 4 2 0 1 2 5 0 B E D R O O M 3 4 2 0 1 9 0 5 1 0 1 6 15 6 5 B E D R O O M 2 3 6 5 0 9 0 1 0 6 1 2 5 0 1 0 6 1 9 0 B E D R O O M 2 3 6 5 0 9 0 6 9 5 W 1 5 0 0 1 6 3 8 9D 0 0 5 4 5 9D 0 0 1 5 8 W 3 0 0 0 7 7 1 1 6 5 E N S 1 6 4 6 9 0 S T A I R 2 2 5 8 9 0 C O R R I D O R 1 3 1 1 2 5 0 1 3 1 1 9 0 S T A I R 2 2 6 0 9 0 E N S 1 6 5 4 1 6 5 1314 165 3806 90 3740ENS 90 BATH1800 90 ROB/ BEDROOM 2 4200 90 BEDROOM 3 3600 90 1 0 3 9 D 3 3 0 0 4 0 2 8W 0 0 2 8 9 8W 0 0 5 1 9 D 3 3 0 0 9 3 0 9 0 B A T H 3 6 5 0 9 0 1 0 6 1 2 5 0 1 0 6 1 9 0 B A T H 3 6 5 0 1 6 5 1 9 3 6 U N I T 1 O V E R A L L 5 6 8 4 U N I T 2 O V E R A L L 5 6 9 5 1 9 2 5 81BALCONY1248165 VOID2811 CORRIDOR11005 90 BEDROOM 3 3600 165 165 3806 140 1850 90 850WC 90 810 90 BATH1800 90 510 90 BEDROOM 2 3600 90 BEDROOM 3 3600 165 SA SA 1 9 3 5 1 9 2 5 BG UNIT 1 UNIT18095OVERALL2OVERALL18170 2 5 2 9 U N I T 2 O V E R A L L 5 0 9 1 U N I T 1 O V E R A L L 5 0 9 1 2 5 2 9 DECKING BELOW DECKING BELOW BG WT-07WT-07 SHRSHRSHRSHR SA SA Floor wasteor strip drain A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT

4. WALL TIES AND OTHER SIMILAR PRODUCTS THAT ARE BUILT INTO MASONRY WALLS REQUIRE AMINIMUM Z600 EVEN IN A MODERATE ENVIRONMENT. REFER NCC 2016 (VOL 2) TABLE 3.3.3.1 FOR FURTHER DETAILS. ALSO REFER TO THE RESIDENTIAL TIMBER-FRAMED CONSTRUCTION STANDARD, AS1684-2010 SERIES, CLAUSE 1.15. ALL METAL USED INSTRUCTURAL TIMBER CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THE PARTICULAR CONDITIONS OF USE AND WHERE CORROSION PROTECTIONOF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791 AS/NZS 4534, AS 1397 AND AS1214 THE LEVEL OF CORROSION PROTECTION SHALL TAKE INTO CONSIDERATIONS WEATHER EXPOSURE, TIMBER TREATMENT, MOISTURE AND THE PRESENCE OF SALT. THE MINIMUM CORROSION PROTECTION THAT SHALL BE APPLIED TO METAL STRAPS, FRAMING ANCHORS AND SIMILAR STRUCTURAL CONNECTIONS SHALL BE Z 275. WHERE OTHER TYPES OF CORROSION PROTECTIONARE PROVIDED, THEY SHALL SATISFY THE REQUIREMENTS OF THE RELEVANT AUTHORITY. A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM.

BOUNDARY 179°58' 39.62m BOUNDARY 179°58' 39.62m 2 1° 2 1° 2 ° 2 RWH&DP RWH,DP&SP RWH,DP&SP RWH&DP RWH&DP RWH,DP&SP RWH,DP&SP RWH&DP RT-01 RT-01 RT-01 RT-01 RT-01 BGRT-01 BGBG BG BG BGBG 48002504800 7635 9870 7635 9870 1654420 165 820 250 8204575165 CANOPY ROOF 1° ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES OBSCURE GLAZING TO 1.7m AFFL OB DRAWING LEGEND SAEF CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W011GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P A0011 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.

NOTE: CORROSION ENVIRONMENT FOR COASTAL AREAS SHELTERED BAYSIDE –MARINE (100M TO 1 KM DISTANCE FROM COAST) CORROSION PROTECTIONREQUIREMENT FOR DIFFERENT ENVIRONMENT INTERNAL AREAS –MINIMUM Z275 OR EQUIVALENT EXTERNAL AREAS -MARINE GRADE 316 STAINLESS STEEL OR EQUIVALENT ALSO REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONFOR STEEL MEMBERS AND PROTECTION 1.REQUIREMENTS.ROOFSPACES IN SEVERE MARINE ENVIRONMENTS: DETAIL TRUSSES INSEVERE MARINE ENVIRONMENTS WITH OVERSIZED WEBS ENSURING NO PART OF THE NAILPLATE OVERHANGS OUTSIDE THE JOINT. REQUIRES ROOF SPACES WITHIN 300M FROM OCEANCOAST (BREAKING SURF) TO HAVE ADDITIONAL CORROSION TREATMENT ON STANDARD Z275 STEEL. SEE NOTE BELOW FOR DETAILS ON ADDITIONAL PROTECTIONOPTIONS.

2. REFER TABLE 3.4.4.2 OF NCC 2016 (VOL 2) PROVIDES ALTERNATIVE PROTECTIVE COATINGS FOR STEELWORK IN SEVERE MARINE APPLICATIONS

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 2 25 Weatherston Road, Seaford ROOF PLAN 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD006 LF HD WD 1 : 100 ROOF PLAN1 FINISHES LEGEND TAG DESCRIPTION BGBOX GUTTER MIN 400mm WIDE BOX GUTTER IN COLOURBOND STEEL RT-01ROOFING TYPE 1. SELECTED 0.48mm BMT 'COLORBOND STEEL KLIP-LOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER & STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RWH&DPRAIN WATER HEAD & DOWN PIPE.COLOURBOND. COLOUR TO MATCH WALL RENDER FINISH. RWH,DP&SPRAIN WATER HEAD,DOWN PIPE AND SPREADER. 80DIA COULOURBOND DOWNPIPE AND SPREADER. COLOUR TO MATCH WALL RENDER FINISH 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

3. FOR NAIL PLATES AND BRACKETS USED IN EXTERNAL LOCATIONS IN MARINE OR MODERATE ENVIRONMENT, THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO MARINE GRADE 316 STAINLESS STEEL; HOT DIP GALVANIZING NOT LESS THAN 300 GSM BUT MUST COMPLY WITH TABLES 1 AND 2 OF AS/NZS 100-MICRON4680.THICK EPOXY POWDER COATING OR EQUIVALENT 2 COATS ALKYD PRIMER OR ALKYD GLOSS OR EQUIVALENT TO MANUFACTURER’S SPECIFICATIONS.

QBADGHKLMNPRSC1 ELECTRICAL LEGEND SYMBOL DESCRIPTION/SPECIFICATION REMARKS/EXAMPLES EXT HTR TV PH/D W SPEFAFLABSAMDHASMESDMFM Single General Power Outlet (GPO). Double General Power Outlet (GPO). External double General Power Outlet (GPO). Single General Power Outlet (GPO) for Heated Towel Rail. Television Telephoneoutlet./Data CAT 5. Dedicated Data CAT 5 outlet for wireless internet. Denotes GPO to be mounted 180mm Above Bench. Denotes height of GPO to be mounted above finished floor level. LED Ceiling Recessed Adjustable Downlight Type A -VENICE 2 -8 Watts LED Ceiling Recessed Downlight Type B -VENICE 3R -8Watts GPO to be 300mm above floor level unless noted otherwise. GPO to be 300mm above floor level unless noted otherwise. Height to be verified on site prior to any works. GPO height & location to be verified on site prior to any works. GPO to be 300mm above floor level unless noted otherwise. Outlet to be 300mm above floor level unless noted otherwise. To be connected back to fuse box cupb. Contractor to confirm all Data requirements with builder prior to any works. Refer to drawing for specified height. Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected LED Wall Mount up/down Type D -MILANO 300HE -15Watts LED Ceiling Mounted Downlight -Circular Type G -ALBA R -11Watts LED Ceiling Mounted Downlight -Square Type H -ALBA R -11Watts LED Ceiling Mounted Downlight Type K -BETA 506003 -3Watts LED Semi Recessed Wall Feature Type L -OMNICRON 516003 -3Watts LED Wall Mounted Downlight Type M -JACKIE LED WALL DOWN 8412800 -5Watts LED Wall Mounted Downlight Exterior Type N -TRIXIE NIGHT/STEP LIGHT -2 Watts LED Wall Mounted Up/Downlight Type P -DELTA 507133 -4.5watts LED Wall Mounted Downlight Type Q -PERSEO 525003 -9Watts LED Semi Recessed In Floor Mounted Type R -KAMINO 130 535021 -2 Watts LED Ceiling Recessed Downlight Type s -THE PAD -8Watts Suspended Aluminum Extrusion -Opal Diffuse Type C1 -ICON -31Watts per Meter Ceiling mounted exhaust fans in accordance with BCA 2010 Part-3.12.3.4 & Part-3.8.5.1 Fans must be fitted with a sealing devise such as a self-closing damper, filter or the like. Fans to provide a min. 25 litres per second exhaust rate and to be ducted to external walls. Denotes exhaust fan. (Switching to be verified on site with builder prior to any works). Hard wired smoke detectors in accordance with current AS 3786. & as per Reg. 3.7.2.3 (b) of the BCA 2010. Note: smoke detectors adjacent bedrooms to be no more than 1.5m from bedroom door entries. Denotes smoke alarm. Selected 1,2,3 & 4 way light switches as required 1100mm Above Floor Level unless noted otherwise. Denotes motion detected. Lights to be motion sensor activated. Denotes home automation. Lights to be connected to home automation system. Denotes general light switching. Denotes light fixtures to be connected to dimmerDenotesswitch. energy saving Typically 6w powered light Denotes Speakers. Speakers to be connected to audio & tv outlets Soffit DenotesMountedFloorMounted Box with tile finish lid T Colour as selected LED Ceiling Mounted Tube Light Type T -TOOB -40Watts C LED Square Ceiling Recessed Downlight Type C -LECCO - 22Watts Colour as selected Suspended Pendant Light -Opal Diffuse Type C2 C2 Colour as selected NOTES 1. All proposed electrical works to comply with respective supply authority requirements, current Australian Standards & BCA Volume 2 (Class 1 & 10 Buildings). 2. Allow for co-ordination of all necessary trimmers and fixing points to all items shown on drawings. 3. All lighting & power outlets to be protected by RCD 4. Contractor to verify & allow for all electrical requirements of all hard wired & non-hard wired items as per manufacturer's specifications prior to installation of cabling. Including appliances, fittings, etc. whether shown on this drawing or not. 5. Any General Power Outlets indicated to this drawing may be repositioned at a radius of 1200mm at no additional cost. 6. Contractor to verify with builder proposed hot water service/services, and allow for all electrical requirements as per manufacturers details & specifications. 7. Contractor to verify nominated Heating /Cooling System with builder and allow for all power installation & requirements as per manufacturer's specifications. Location & full extent of works to be confirmed with builder prior to any works. 8. Electrical contractor to allow for all proposed Light switching as indicated on this drawing to be repositioned within a radius of 1200mm at no additional cost. 9. Dimensions nominated for light fixtures are shown as preferred indicative locations only pending no interruptions due to any proposed floor structures contractor to allow to re-locate as close as possible where ever necessary. 10. All gaps around proposed down lights to be sealed as per Energy Raters First Rate 5 report. WT-03 WT-02 TB BOUNDARY 179°58' 39.62m 15.24m89°58'BOUNDARY BOUNDARY 179°58' 39.62m 15.24m89°58'BOUNDARY EFEFEF RWH&DP RWH&DP RWH&DP RWH&DP TV BB BBBB B BBBBB B BBBBBBBBB BB BBB B BBBBB B BBBBBBBBB TV SA SA SA SA 1°1° EF EF EF BBBBEFEFBB BB B BBB BB BB BB TV TVBBBBBB BB B BBB BB BB B B BOUNDARY 179°58' 39.62m 15.24m89°58'BOUNDARY BOUNDARY 179°58' 39.62m 15.24m89°58'BOUNDARY EF A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 1 25 Weatherston Road, Seaford ELECTRICAL PLAN 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD007 LF HD WD 1 : 200 REFLECTED CEILING PLAN _GROUND FLOOR1 1 : 200 REFLECTED CEILING PLAN _FIRST FLOOR2 1Building Permit issuePM31.10.2018

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 3 25 Weatherston Road, Seaford ELEVATION 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD008 LF HD WD 1 100 EAST ELEVATION1 1 : 100 WEST ELEVATION2 FINISHES LEGEND TAG DESCRIPTION BFBRICK M.BELECTRICALGLGLAZINGFINISHMETER BOX MC-01METAL CLADDING TYPE 1. COLORBOND STEEL WALL CLADDING SYSTEM INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. GREY COLORBOND WITH 250mm VERTICAL JOINTS. OBOBSCURED FROSTED GLASS RF-01RENDER FINISH TYPE 1. RENDER FINISH GREY RF-02RENDER FINISH TYPE 2. RENDER FINISH WHITE RWH&DPRAIN WATER HEAD & DOWN PIPE.COLOURBOND. COLOUR TO MATCH WALL RENDER FINISH. RWH,DP&SPRAIN WATER HEAD,DOWN PIPE AND SPREADER. 80DIA COULOURBOND DOWNPIPE AND SPREADER. COLOUR TO MATCH WALL RENDER FINISH RWTRAIN WATER TANK NOTE :TERMITE MANAGEMENT SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF AS 3660.1-2014 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019 3Building PermitAmendments2PM15.04.2019

REFERNOTE: TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.

LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.

A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM.

2. REFER TABLE 3.4.4.2 OF NCC 2016 (VOL 2) PROVIDES ALTERNATIVE PROTECTIVE COATINGS FOR STEELWORK IN SEVERE MARINE APPLICATIONS 3. FOR NAIL PLATES AND BRACKETS USED IN EXTERNAL LOCATIONS IN MARINE OR MODERATE ENVIRONMENT, THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO MARINE GRADE 316 STAINLESS STEEL; • HOT DIP GALVANIZING NOT LESS THAN 300 GSM BUT MUST COMPLY WITH TABLES 1 AND 2 OF AS/NZS 4680. • 100-MICRONTHICK EPOXY POWDER COATING OR EQUIVALENT • COATS ALKYD PRIMER OR ALKYD GLOSS OR EQUIVALENT TO MANUFACTURER’S SPECIFICATIONS.

FFL Ground Floor Unit2.250 FFL First Floor Unit5.350 FFL FF Ceiling Unit8.050 RIDGE 8.78 RIDGE 5.63 UNIT 2 FFL GF Ceiling Unit4.950 27004002700 CL 4.95 FF 5.35 RF 8.05 GF 2.25 PARAPET 8.58 WALLONBOUNDARY GLGL GLGLGLGLGLGL W04 2FF W05 2FF W04 2GF W05 2GF W06 2GF W03 2GF W02 2GF W07 2GF RF-02 RF-02 RF-01 RWH&DP RWH,DP&SP RWH,DP&SP RWH&DP 3170 NEW 1.8m HIGH PALING FENCENEW 1.8m HIGH PALING FENCE RWT NGL NGL PROPOSED UNIT 2 N.G.L.TOROOFOFTOPFROMHEIGHTOVERALL6380TWOUNIT D09 2GF BF RF-02 GL MC-01 1700 250 OBGL W02 2FF W03 2FF OBGL 1700 900 FFL Ground Floor Unit2.250 FFL First Floor Unit5.350 FFL FF Ceiling Unit8.050 UNIT 1 FFL GF Ceiling Unit4.950 RIDGE 5.63 PARAPET 8.58 BF RF-01 RF-02 RF-02 RF-01 GLGL GLGLGLGLGLGL W05 1FF W04 1FF W02 1GF W03 1GF W04 1GF W05 1GF W06 1GF W07 1GF WALLONBOUNDARY NEW 1.8m HIGH PALING FENCENEW 1.8m HIGH PALING FENCE 27004002700 RF 8.05 FF 5.35 CL 4.95 GF 2.25 PROPOSED UNIT 1 RWT D09 1GF RWH,DP&SP RWH,DP&SP RWH&DP RWH&DP M.B 3 1 7 0 NGL GL 1 7 0 0 OBGLOBGL W03 1FF W02 1FF 9 0 0 1 7 0 0 SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES OBSCURE GLAZING TO 1.7m AFFL OB TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL -2/90x45WALLS:MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH .8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).

NOTE: CORROSION ENVIRONMENT FOR COASTAL AREAS SHELTERED BAYSIDE –MARINE (100M TO 1 KM DISTANCE FROM COAST) CORROSION PROTECTIONREQUIREMENT FOR DIFFERENT ENVIRONMENT INTERNAL AREAS –MINIMUM Z275 OR EQUIVALENT EXTERNAL AREAS -MARINE GRADE 316 STAINLESS STEEL OR EQUIVALENT ALSO REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONFOR STEEL MEMBERS AND PROTECTION 1.REQUIREMENTS.ROOFSPACES IN SEVERE MARINE ENVIRONMENTS: DETAIL TRUSSES INSEVERE MARINE ENVIRONMENTS WITH OVERSIZED WEBS ENSURING NO PART OF THE NAILPLATE OVERHANGS OUTSIDE THE JOINT. REQUIRES ROOF SPACES WITHIN 300M FROM OCEANCOAST (BREAKING SURF) TO HAVE ADDITIONAL CORROSION TREATMENT ON STANDARD Z275 STEEL. SEE NOTE 3 BELOW FOR DETAILS ON ADDITIONAL PROTECTIONOPTIONS.

4. WALL TIES AND OTHER SIMILAR PRODUCTS THAT ARE BUILT INTO MASONRY WALLS REQUIRE AMINIMUM Z600 EVEN IN A MODERATE ENVIRONMENT. REFER NCC 2016 (VOL 2) TABLE 3.3.3.1 FOR FURTHER DETAILS. ALSO REFER TO THE RESIDENTIAL TIMBER-FRAMED CONSTRUCTION STANDARD, AS1684-2010 SERIES, CLAUSE 1.15. AL METAL USED INSTRUCTURAL TIMBER CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THE PARTICULAR CONDITIONS OF USE AND WHERE CORROSION PROTECTIONOF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791 AS/NZS 4534, AS 1397 AND AS1214 THE LEVEL OF CORROSION PROTECTION SHALL TAKE INTO CONSIDERATIONS WEATHER EXPOSURE, TIMBER TREATMENT, MOISTURE AND THE PRESENCE OF SALT. THE MINIMUM CORROSION PROTECTION THAT SHALL BE APPLIED TO METAL STRAPS, FRAMING ANCHORS AND SIMILAR STRUCTURAL CONNECTIONS SHALL BE Z 275. WHERE OTHER TYPES OF CORROSION PROTECTIONARE PROVIDED, THEY SHALL SATISFY THE REQUIREMENTS OF THE RELEVANT AUTHORITY.

NOTE: CORROSION ENVIRONMENT FOR COASTAL AREAS SHELTERED BAYSIDE –MARINE (100M TO 1 KM DISTANCE FROM COAST) CORROSION REQUIREMENT FOR DIFFERENT ENVIRONMENT INTERNAL AREAS –MINIMUM Z275 OR EQUIVALENT EXTERNAL AREAS -MARINE GRADE 316 STAINLESS STEEL OR EQUIVALENT ALSO REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONFOR STEEL MEMBERS AND PROTECTION 1.REQUIREMENTS.ROOFSPACES IN SEVERE MARINE ENVIRONMENTS: DETAI TRUSSES INSEVERE MARINE ENVIRONMENTS WITH OVERSIZED WEBS ENSURING NO PART OF THE NAILPLATE OVERHANGS OUTSIDE THE JOINT. REQUIRES ROOF SPACES WITHIN 300M FROM OCEANCOAST (BREAKING SURF) TO HAVE ADDITIONAL CORROSION TREATMENT ON STANDARD Z275 STEEL. SEE NOTE 3 BELOW FOR DETAILS ON ADDITIONAL PROTECTIONOPTIONS.

3. FOR NAIL PLATES AND BRACKETS USED IN EXTERNAL LOCATIONS IN MARINE OR MODERATE ENVIRONMENT, THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO MARINE GRADE 316 STAINLESS STEEL; HOT DIP GALVANIZING NOT LESS THAN 300 GSM BUT MUST COMPLY WITH TABLES 1 AND OF AS/NZS 100-MICRON4680.THICK EPOXY POWDER COATING OR EQUIVALENT 2 COATS ALKYD PRIMER OR ALKYD GLOSS OR EQUIVALENT TO MANUFACTURER’S SPECIFICATIONS.

2. REFER TABLE 3.4.4.2 OF NCC 2016 (VOL 2) PROVIDES ALTERNATIVE PROTECTIVE COATINGS FOR STEELWORK IN SEVERE MARINE APPLICATIONS

A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM.

FFL Ground Floor Unit2.250 FFL First Floor Unit5.350 FFL FF Ceiling Unit8.050 UNIT UNIT1 2 FFL GF Ceiling Unit4.950 BOUNDARYOFLINEBOUNDARYOFLINE D10 2GF W08 2GF W09 1GF W09 2GF D10 1GF W08 1GF W06 1FF W07 1FF W07 2FF W06 2FF GL RF-02 GL GL RF-02 GL RWH,DP&SP RWH,DP&SP 2 7 0 0 4 0 0 2 7 0 0 RWT RWT NEW 1.8m HIGH PALING FENCE RESCODESETBACK RESCODESETBACK SIDE SETBACK UNIT 2 UNIT 1 1920 NGL RWH&DP RWH&DP RWH&DP RWH&DP RF-02RF-02 FFL 8.58 GLGL GLGLGLGL RF-01 1 7 0 0 1 7 0 0 FFL Ground Floor Unit2.250 FFL First Floor Unit5.350 FFL FF Ceiling Unit8.050 UNIT 1UNIT 2 FFL GF Ceiling Unit4.950 BOUNDARYOFLINE BOUNDARYOFLINE GL RF-02 GL GL RF-02 GL D01 1FF D01 2FF W01 2FF W01 1FF D01 1GF D01 2GF D02 2GF D02 1GF W01 1GF W01 2GF 2 7 0 0 4 0 0 2 7 0 0 RESCODESETBACK RESCODESETBACK NGL SIDE SETBACK UNIT 1 UNIT 2 SIDE SETBACK RF-02 RF-02 MC-01 GLGL RF-02 RF-02RF-02 RWH&DP B A L U S T R A D E 1 0 0 0 B A L U S T R A D E 1 0 0 0 RF-01 MC-01 TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL -2/90x45WALLS:MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. REFERNOTE: TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC. SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES OBSCURE GLAZING TO 1.7m AFFL OB

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 2 25 Weatherston Road, Seaford ELEVATION 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD009 LF HD WD 1 100 NORTH ELEVATION1 1 100 SOUTH ELEVATION2 FINISHES LEGEND TAG DESCRIPTION MC-01METALGLGLAZINGCLADDING TYPE 1. COLORBOND STEEL WALL CLADDING SYSTEM INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. GREY COLORBOND WITH 250mm VERTICAL RF-01RENDERJOINTS. FINISH TYPE 1. RENDER FINISH GREY RF-02RENDER FINISH TYPE 2. RENDER FINISH WHITE RWH&DPRAIN WATER HEAD & DOWN PIPE.COLOURBOND. COLOUR TO MATCH WALL RENDER FINISH. RWH,DP&SPRAIN WATER HEAD,DOWN PIPE AND SPREADER. 80DIA COULOURBOND DOWNPIPE AND SPREADER. COLOUR TO MATCH WALL RENDER FINISH NOTE :TERMITE MANAGEMENT SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF AS 3660.1-2014 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

4. WALL TIES AND OTHER SIMILAR PRODUCTS THAT ARE BUILT INTO MASONRY WALLS REQUIRE AMINIMUM Z600 EVEN IN A MODERATE ENVIRONMENT. REFER NCC 2016 (VOL 2) TABLE 3.3.3.1 FOR FURTHER DETAILS. ALSO REFER TO THE RESIDENTIAL TIMBER-FRAMED CONSTRUCTION STANDARD, AS1684-2010 SERIES, CLAUSE 1.15. ALL METAL USED INSTRUCTURAL TIMBER CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THE PARTICULAR CONDITIONS OF USE AND WHERE CORROSION PROTECTIONOF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791 AS/NZS 4534, AS 1397 AND AS1214 THE LEVEL OF CORROSION PROTECTION SHALL TAKE INTO CONSIDERATIONS WEATHER EXPOSURE, TIMBER TREATMENT, MOISTURE AND THE PRESENCE OF SALT. THE MINIMUM CORROSION PROTECTION THAT SHALL BE APPLIED TO METAL STRAPS, FRAMING ANCHORS AND SIMILAR STRUCTURAL CONNECTIONS SHALL BE Z 275. WHERE OTHER TYPES OF CORROSION PROTECTIONARE PROVIDED, THEY SHALL SATISFY THE REQUIREMENTS OF THE RELEVANT AUTHORITY.

PROTECTION

FFLGround Floor Unit 2.250 FFLFirst Floor Unit 5.350 FFLFF Ceiling Unit 8.050 FFLGF Ceiling Unit 4.950 BEDROOM 3BEDROOM 2BATHMASTERBEDROOMBATHL'DRYBEDROOMSTUDYLIVINGDININGKITCHEN4 WT-03 WT-03 WT-03 WT-03 WT-02D04 1GF D03 1FF D05 1FF D06 1FF D08 1FF D06 1GF D08 1GF D10 1GF W06 1FF D01 1FF D07 1FF BULKHEAD 2 7 0 0 4 0 0 2 7 0 0 2 4 0 0 RF-01 RF-01 N.G.L WT-02 WT-05 WT-03 RF-01 1 0 0 0 TB CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS 5 8 0 0 4 0 0 RT-01 ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWNINDICATIVE ONLY TYPICALLY SELECTED 2° COLORBOND METAL PITCHED ROOF RENDERED STUD WALL WT-05 AS SPECIFIED. INSULATIONTO ENERGY RATERS REPORT SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL WCCORRIDOR EARTH FILLING PROPOSED PALING FENCE 1.8m H PERVOIUS PAVING 1 1 0 0 0 SHR ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES OBSCURE GLAZING TO 1.7m AFFL OB 270 270 x 38 HW TREADS HOUSED INTO STRINGER PROVIDE NON-SKID NOSING ON STAIR TREADS A B O V E N O S I N G 900 75 X 75 F7 HANDRAIL PLASTERBOAD LINING ON FRAMING AS REQUIRED TIMBER FLOORING AS SPECIFIED 20 Note:Slipresistance to stair Classed P3 for dry areas and P4 for wet areas. 1052010520105 180 NOTE: CORROSION ENVIRONMENT FOR COASTAL AREAS SHELTERED BAYSIDE –MARINE (100M TO 1 KM DISTANCE FROM COAST) CORROSION PROTECTIONREQUIREMENT FOR DIFFERENT ENVIRONMENT INTERNAL AREAS –MINIMUM Z275 OR EQUIVALENT EXTERNAL AREAS -MARINE GRADE 316 STAINLESS STEEL OR EQUIVALENT ALSO REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONFOR STEEL MEMBERS AND PROTECTION 1.REQUIREMENTS.ROOFSPACES IN SEVERE MARINE ENVIRONMENTS: DETAIL TRUSSES INSEVERE MARINE ENVIRONMENTS WITH OVERSIZED WEBS ENSURING NO PART OF THE NAILPLATE OVERHANGS OUTSIDE THE JOINT. REQUIRES ROOF SPACES WITHIN 300M FROM OCEANCOAST (BREAKING SURF) TO HAVE ADDITIONAL CORROSION TREATMENT ON STANDARD Z275 STEEL. SEE NOTE 3 BELOW FOR DETAILS ON ADDITIONAL PROTECTIONOPTIONS.

A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. COLOUR WHITE ENERGY RATING REPORT -CEILINGS (UNIT 1 & 2): R5.0 BULK INSULATION IN THE CEILING OF THE METAL ROOF. -FLOORS

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 2 25 Weatherston Road, Seaford SECTION 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD010 LF HD WD 1 : 100 SECTION A-A1 1 20 STAIR-DETAIL FINISHES LEGEND TAG DESCRIPTION RF-01RENDER FINISH TYPE 1. RENDER FINISH GREY RT-01ROOFING TYPE 1. SELECTED 0.48mm BMT 'COLORBOND STEEL KLIP-LOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER & STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. TBTIMBERSHRSHOWERFLOORING.REFER COLOUR AND FINISHES SCHEDULE WT-02WALL TYPE 2. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-03WALL TYPE 3. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-05WALL TYPE 5. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD.INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. SELECTED RENDER FINISH.

2. REFER TABLE 3.4.4.2 OF NCC 2016 (VOL 2) PROVIDES ALTERNATIVE PROTECTIVE COATINGS FOR STEELWORK IN SEVERE MARINE APPLICATIONS 3. FOR NAIL PLATES AND BRACKETS USED IN EXTERNAL LOCATIONS IN MARINE OR MODERATE ENVIRONMENT, THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO MARINE GRADE 316 STAINLESS STEEL; • HOT DIP GALVANIZING NOT LESS THAN 300 GSM BUT MUST COMPLY WITH TABLES 1 AND 2 OF AS/NZS 4680. • 100-MICRONTHICK EPOXY POWDER COATING OR EQUIVALENT • 2 COATS ALKYD PRIMER OR ALKYD GLOSS OR EQUIVALENT TO MANUFACTURER’S SPECIFICATIONS.

4. WALL TIES AND OTHER SIMILAR PRODUCTS THAT ARE BUILT INTO MASONRY WALLS REQUIRE AMINIMUM Z600 EVEN IN A MODERATE ENVIRONMENT. REFER NCC 2016 (VOL 2) TABLE 3.3.3.1 FOR FURTHER DETAILS. ALSO REFER TO THE RESIDENTIAL TIMBER-FRAMED CONSTRUCTION STANDARD, AS1684-2010 SERIES, CLAUSE 1.15. ALL METAL USED INSTRUCTURAL TIMBER CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THE PARTICULAR CONDITIONS OF USE AND WHERE CORROSION PROTECTIONOF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791 AS/NZS 4534, AS 1397 AND AS1214 THE LEVEL OF CORROSION PROTECTION SHALL TAKE INTO CONSIDERATIONS WEATHER EXPOSURE, TIMBER TREATMENT, MOISTURE AND THE PRESENCE OF SALT. THE MINIMUM CORROSION PROTECTION THAT SHALL BE APPLIED TO METAL STRAPS, FRAMING ANCHORS AND SIMILAR STRUCTURAL CONNECTIONS SHALL BE Z 275. WHERE OTHER TYPES OF CORROSION PROTECTIONARE PROVIDED, THEY SHALL SATISFY THE REQUIREMENTS OF THE RELEVANT AUTHORITY.

-

(UNIT 1 & 2): R2.5 BULK INSULATION TO THE IRST FLOOR TIMBER FLOOR. -WALLS (UNIT 1 & 2): EXTERNAL BRICK VENEER & LIGHTWEIGHT WALLS:90MM R2.5 HD BULK INSULATION. INTERNAL WALLS SURROUNDING FIRST FLOOR BATHROOM:90MM R2.5 HD BULK INSULATION. WALLS SHARED WITH GARAGE:90MM R2.5 HD BULK INSULATION. PARTY WALLS:2X90MM R2.5 HD BULK INSULATION OR ALTERNATIVE. NOTE ALL INTERNAL JOINERY, APPLIANCES AND FIXTURES ON DRAWINGS ARE INDICATIVE ONLY. REFER TO CLIENT AND INTERIOR JOINERY DESIGNERS DRAWINGS AND PECIFICATION NOTE :TERMITE MANAGEMENT SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF AS 3660.1-2014 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

SCHEDULE OBSCURE -DENOTES COLORBOND' KM DISTANCE FROM COAST) CORROSION PROTECTIONREQUIREMENT FOR DIFFERENT ENVIRONMENT INTERNAL AREAS –MINIMUM Z275 OR EQUIVALENT EXTERNAL AREAS -MARINE GRADE 316 STAINLESS STEEL OR EQUIVALENT ALSO REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONFOR STEEL MEMBERS AND PROTECTION 1.REQUIREMENTS.ROOFSPACES IN SEVERE MARINE ENVIRONMENTS: DETAIL TRUSSES INSEVERE MARINE ENVIRONMENTS WITH OVERSIZED WEBS ENSURING NO PART OF THE NAILPLATE OVERHANGS OUTSIDE THE JOINT. REQUIRES ROOF SPACES WITHIN 300M FROM OCEANCOAST (BREAKING SURF) TO HAVE ADDITIONAL CORROSION TREATMENT ON STANDARD Z275 STEEL. SEE NOTE 3 BELOW FOR DETAILS ON ADDITIONAL PROTECTIONOPTIONS.

2. REFER TABLE 3.4.4.2 OF NCC 2016 (VOL 2) PROVIDES ALTERNATIVE PROTECTIVE COATINGS FOR STEELWORK IN SEVERE MARINE APPLICATIONS 3. FOR NAIL PLATES AND BRACKETS USED IN EXTERNAL LOCATIONS IN MARINE OR MODERATE ENVIRONMENT, THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO MARINE GRADE 316 STAINLESS STEEL; HOT DIP GALVANIZING NOT LESS THAN 300 GSM BUT MUST COMPLY WITH TABLES 1 AND 2 OF AS/NZS 100-MICRON4680.THICK EPOXY POWDER COATING OR EQUIVALENT 2 COATS ALKYD PRIMER OR ALKYD GLOSS OR EQUIVALENT TO MANUFACTURER’S SPECIFICATIONS.

4. WALL TIES AND OTHER SIMILAR PRODUCTS THAT ARE BUILT INTO MASONRY WALLS REQUIRE AMINIMUM Z600 EVEN IN A MODERATE ENVIRONMENT. REFER NCC 2016 (VOL 2) TABLE 3.3.3.1 FOR FURTHER DETAILS. ALSO REFER TO THE RESIDENTIAL TIMBER-FRAMED CONSTRUCTION STANDARD, AS1684-2010 SERIES, CLAUSE 1.15. ALL METAL USED INSTRUCTURAL TIMBER CONNECTIONS SHALL BE PROVIDED WITH CORROSION PROTECTION APPROPRIATE FOR THE PARTICULAR CONDITIONS OF USE AND WHERE CORROSION PROTECTIONOF STEEL IS REQUIRED IT SHALL BE IN ACCORDANCE WITH AS/NZS 4791 AS/NZS 4534, AS 1397 AND AS1214

A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM.

THE LEVEL OF CORROSION PROTECTION SHALL TAKE INTO CONSIDERATIONS WEATHER EXPOSURE, TIMBER TREATMENT, MOISTURE AND THE PRESENCE OF SALT. THE MINIMUM CORROSION PROTECTION THAT SHALL BE APPLIED TO METAL STRAPS, FRAMING ANCHORS AND SIMILAR STRUCTURAL CONNECTIONS SHALL BE Z 275. WHERE OTHER TYPES OF CORROSION PROTECTIONARE PROVIDED, THEY SHALL SATISFY THE REQUIREMENTS OF THE RELEVANT AUTHORITY.

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au As indicated 2 25 Weatherston Road, Seaford SECTION 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD011 LF HD WD 1 : 100 SECTION C-C1 1 : 100 SECTION B-B2 FINISHES LEGEND TAG DESCRIPTION RWH&DPRAINGLGLAZINGWATER HEAD & DOWN PIPE.COLOURBOND. COLOUR TO MATCH WALL RENDER FINISH. RWH,DP&SPRAIN WATER HEAD,DOWN PIPE AND SPREADER. 80DIA COULOURBOND DOWNPIPE AND SPREADER. COLOUR TO MATCH WALL RENDER FINISH WT-01WALL TYPE 1. 230mm SINGLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK PIER AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. REFER ELEVATIONS FOR EXTENT OF BRICK FACE AND RENDER FINISH. BRICK COLOUR & RENDER COLOUR REFER COLOUR AND FINISHES SCHEDULE WT-02WALL TYPE 2. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-03WALL TYPE 3. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-05WALL TYPE 5. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD.INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. SELECTED RENDER FINISH. COLOUR WHITE WT-06WALL TYPE 6. 250mm THICK LOAD BEARING PARTY WALL.(90mm TIMBER+22.5mm AIR GAP+90mm TIMBER STUD). ASPER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS.USG BORAL PARTIWALL SYSTEM PWT60.1 FRL 60/60/60 1 : 25 BOX GUTTER DETAIL4 1 : 20 PARTIWALL DETAIL3 ENERGY RATING REPORT -CEILINGS (UNIT & 2): R5.0 BULK INSULATION IN THE CEILING OF THE METAL ROOF. -FLOORS (UNIT 1 & 2): R2.5 BULK INSULATION TO THE IRST FLOOR TIMBER FLOOR. -WALLS (UNIT 1 & 2): EXTERNAL BRICK VENEER & LIGHTWEIGHT WALLS:90MM R2.5 HD BULK INSULATION. INTERNAL WALLS SURROUNDING FIRST FLOOR BATHROOM:90MM R2.5 HD BULK INSULATION. WALLS SHARED WITH GARAGE:90MM R2.5 HD BULK INSULATION. PARTY WALLS:2X90MM R2.5 HD BULK INSULATION OR ALTERNATIVE. NOTE ALL INTERNAL JOINERY, APPLIANCESAND FIXTURES ON DRAWINGSARE INDICATIVE ONLY. REFER TO CLIENT AND INTERIOR JOINERY DESIGNERSDRAWINGS AND SPECIFICATION NOTE :TERMITE MANAGEMENT SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF AS 3660.1-2014 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

GLAZING TO 1.7m AFFL OB ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES.

FFL Ground Floor Unit2.250 FFLGround Floor Unit 2.250 FFL First Floor Unit5.350 FFLFirst Floor Unit 5.350 FFL FF Ceiling Unit8.050 FFLFF Ceiling Unit 8.050 FFL GF Ceiling Unit4.950 FFLGF Ceiling Unit 4.950 GL WT-02 RWH,DP&SP GLASSSPLASHBACK GLASSSPLASHBACK KITCHEN KITCHEN W06 2FF W07 2FF W07 1FF W06 1FF D01 1GF D01 2GF W06 2GF W06 1GF RWH,DP&SPGL BULKHEAD BULKHEAD 2 7 0 0 4 0 0 2 7 0 0 GLGL ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWNINDICATIVE ONLY TYPICALLY SELECTED 2° COLORBOND METAL PITCHED ROOFS ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY TYPICALLY SELECTED 2° COLORBOND METAL PITCHED ROOFS CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS RWH&DP D07 2GF D07 1GF FFL Ground Floor Unit2.250 FFLGround Floor Unit 2.250 FFL First Floor Unit5.350 FFLFirst Floor Unit 5.350 FFL FF Ceiling Unit8.050 FFLFF Ceiling Unit 8.050 FFL GF Ceiling Unit4.950 FFLGF Ceiling Unit 4.950 GARAGEL'DRYENTRY MASTER WIRBEDROOMENTRYL'DRYGARAGE MASTER BEDROOMWIR WT-03 WT-01 D04 1FF D09 1FF D09 2FF D04 2FF W09 2GF W09 1GF 2 7 0 0 4 0 0 2 7 0 0 WT-03 WT-06 WT-01 WT-05 WT-05WT-03 2° TYPICALLY SELECTED 2° COLORBOND METAL PITCHED ROOF ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWNINDICATIVE ONLY RENDERED STUD WALL WT-05 AS SPECIFIED. INSULATIONTO ENERGY RATERS REPORT SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL TYPICALLY SELECTED 2° COLORBOND METAL PITCHED ROOF ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWNINDICATIVE ONLY RENDERED STUD WALL WT-05 AS SPECIFIED. INSULATIONTO ENERGY RATERS SELECTEDREPORTTIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL 2° 2° CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS WD0114 2 7 0 0 1 1 0 0

SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S 2° 400 CONTINUOUS TOP AND BOTTOM TRACK FASTENTOGETHER WITH 10 GAUGE SCREWS @ 600mm MAX. CTRS WHERE NO TRIMMERS OR END BLOCKS EXIST BETWEENFLOOR JOIST, SCREW LAMINATE AN ADDITIONAL LAYER OF 16mm GYPROCK FYRCHEK @ FLOOR LEVELS EXTENDING 150mm ABOVE FLOOR & BELOW CEILING FIXING @ 400mm 400mm CTRS SKIRTING BOARD CLIPS AT EACH PARTI WALL STUD10mm THICK PLASTER LINING TO CEILING SHAFTLINER FIRE BARRIER INSULATIONAS PER ENERGY REPORT SQUARE SET FINISH TO WALL AND CEILING JUNCTION PLASTERBOARD WALL LINING AS SPECIFIED SHAFTLINER FIRE BARRIER INSULATIONAS PER ENERGY REPORT PLASTERBOARD AS SPECIFIED INSELECTED PAINT REINFORCEDFINISHCONCRETE SLAB AS PER ENGINEERS DESIGN & DETAILS FIRE SKIRTINGSEALANT FLOOR FINISH AS SPECIFIED FLOORING FINISH AS SPECIFIEDTIMBER FLOORING ONFLOOR JOIST TO STRUCTURAL ENGINEERS DRAWINGS METAL FLASHING 9mmFIBRE CEMENT WALL SHEETING WITHAPPROVED SISALATION PAPER BEHIND FIXED TO 90mm THICK TIMBER STUD WALL. APPROVED SISALATION PAPER SELECTED ROOFING TILES ROOF TRUSS TO STRUCTURAL ENGINEERS DRAWINGS CEILING LINING AS SPECIFIED SHAFT LINER FIRE BARRIER INSTALL TO MANUFACTURERS DETAILS AND SPECIFICATION UNDERSIDE OF UNDERSIDECEILINGOF CEILING TOP OF FFL TOP OF FFL PARTIWALL DETAIL AT GROUND FLOOR JUNCTIONS PARTIWALL DETAIL AT FIRST FLOOR PARTIWALL DETAIL AT ROOF METAL FLASHING NOTE: CORROSION ENVIRONMENT FOR COASTAL AREAS SHELTERED BAYSIDE –MARINE (100M TO 1

OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL GARAGE DOORS-WHITE COLOUR. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: DENOTES

SELECTED COLORBOND METAL DECK ROOFING ON ROOF BATTENS SARKING WALL LINING AS SPECIFIED CEILING LINING AS SPECIFIED SELECTED POLYSTERENE RENDERED CLADDING AS SPECIFIED 9075 UNDERSIDE OF CEILING 10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS SELECTED RENDERED POLYSTYRENE CLADDING AS WALLSPECIFIEDINSULATIONTO ENERGY RATERS REPORT ACOUSTIC INSULATIONCEILINGASSPECIFIED FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERSFLOORDRAWINGSFINISHAS SPECIFIED OVER 20mm THICK STRUCTURAL FLOORINGSKIRTINGAS SPECIFIED WALL LINING AS SPECIFIED FLOOR BEAM AS PER STRUCTURAL ENGINEERS SPECIFICATIONS. TOP OF FFL 18mm COMPRESSED CEMENT SHEET FIXED TO 45x90mm MGP10 H3 TREATED TIMBER BATTENS TO SUIT @ 400mm CTRS SELECTEDMAX.NON-SLIP FLOOR TILES WITH1:100 MIN. GRADIENT TO DRAIN. STAINLESS STEEL "CREATIVE DRAIN SYSTEM" AS PER MANUFACTURER'S DETAILS & SPEC. WITH 50mm MIN. FALL TO STORMWATER DOWNPIPE. SELECTED GLASS BALUSTRADE & STAINLESS STEEL HANDRAIL UP TO 1000mm min ABOVE BALCONY FINISHED FLOOR LEVEL INACCORDANCE WITH RELEVANT AS. STANDARDS, BUILDING REGULATIONS & BCA REQUIREMENTS. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO TYPICALLYSUIT.

SKIRTINGFLOORINGASSPECIFIEDWALLLININGASSPECIFIED FLOOR

SELECTED RENDERED POLYSTYRENE CLADDING AS SPECIFIED COLORBOND PARAPET METAL

AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au 120 2 25 Weatherston Road, Seaford BALCONY DETAIL 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD012 LF HD WD 1 : 20 BALCONY DETAIL1 1Building Permit 2BuildingissuePM31.10.2018 PermitAmendments1PM03.02.2019

COLOUR 110

COLORBOND METAL SHEET CLADDING ON 18MM MARINE PLY SUBSTRATE SUPERIOR A GRADE SAFETY GLASS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS

ENGINEERSDRAWINGSFLOOR FINISH

BRICK

METALDRAWINGSFLASHING

ROOF TRUSS TO STTRUCTURAL ENGINEERS DRAWINGS

SELECTED RENDERED POLYSTYRENE CLADDING AS SPECIFIED WALL INSULATIONTO ENERGY RATERS REPORT TO STRUCTURAL AS SPECIFIED OVER 20mm THICK STRUCTURAL BEAM AS PER STRUCTURAL ENGINEERS SPECIFICATIONS. TOP OF FFL 18mm COMPRESSED CEMENT SHEET FIXED TO 45x90mm MGP10 H3 TREATED TIMBER BATTENS TO SUIT @ 400mm CTRS MAX. SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. STAINLESS STEEL "CREATIVE DRAIN SYSTEM" AS PER MANUFACTURER'S DETAILS & SPEC. WITH50mm MIN. FALL TO STORMWATER DOWN PIPE. SELECTED GLASS BALUSTRADE & STAINLESS STEEL HANDRAIL UP TO 1000mm min ABOVE BALCONY FINISHED FLOOR LEVEL INACCORDANCE WITH RELEVANT AS. STANDARDS, BUILDING REGULATIONS & BCA REQUIREMENTS. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED UNDERSIDE OF CEILING FLOOR JOIST TO STRUCTURAL ENGINEERS DRAWINGS BEAM TO STRUCTURAL ENGINEERS INCOLORBOND FINISH TO MATCH WALL MEMBRANEWATERPROOFTO AS PROPRIETARY INTERLINKING AS1288 COMPLIANCE STRUCTURAL HANDRAIL WITH UNDERCAP FULL LENGTH. FIX UNDERCAP TO BUILDING AT ENDS OF HANDRAIL TO MANUFACTURES SPECIFICATIONAND DETAIL. WALL IN REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM.

FLOOR

APPROVED TILE MORTAR/GLUE ADHESIVE BED UNDERSIDE OF CEILING FLOOR JOIST TO STRUCTURAL ENGINEERS DRAWINGS FLOOR BEAM TO STRUCTURAL ENGINEERSMETALDRAWINGSFLASHING INCOLORBOND FINISH TO MATCH WALL COLOUR POWDER ALUMINIUMCOATEDCHANNEL 110 WATERPROOF MEMBRANE TO AS PROPRIETARY INTERLINKING AS1288 COMPLIANCE STRUCTURAL HANDRAIL WITH UNDERCAP FULL LENGTH. FIX UNDERCAP TO BUILDING AT ENDS OF HANDRAIL TO MANUFACTURES SPECIFICATIONAND DETAIL. VENEER WALL IN RENDER FINISH

COPYRIGHT.

BRICK VENEER

RENDER FINISH ROOF TRUSS TO STTRUCTURAL ENGINEERS DRAWINGS SELECTED POLYSTYRENERENDEREDCLADDING AS SPECIFIED FLASHINGPARAPETCOLORBONDMETAL COLORBOND METAL SHEET CLADDING ON 18MM MARINE PLY UNDERSIDESUBSTRATEOFCEILING ROOF TRUSS TO STTRUCTURAL ENGINEERS DRAWINGS SELECTED COLORBOND METAL DECK ROOFING ON ROOF BATTENS ROOF OVERHANGS TO THE MAIN ROOF METALCOLORBONDFLASHING1° SLOPE 1000 TOP PLATE TOP COLORBONDPLATEMETAL SHEET CLADDING ON18MM MARINE PLY SUBSTRATE NOTE: BALCONY WATERPROOFING TO BE INSTALLED IN ACCORDANCE WITHAS 4654.1& 4654.2-2012 A3

ACOUSTIC INSULATIONCEILINGASSPECIFIED FLOOR JOIST TRUSS

TOUGHENED

FLASHING

MANUFACTURED IN ACCORDANCE WITHAUSTRALIANSTANDARD AS/NZS2208. COLORBONDSELECTED METAL ROOFINGDECK ON ROOF BATTENS SARKING WALL LINING AS SPECIFIED CEILING LINING AS SPSECIFIED SELECTED SPECIFIEDRENDEREDPOLYSTERENECLADDINGAS UNDERSIDE OF CEILING 10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS

LIFT

1Building Permit 3BuildingissuePM31.10.2018 PermitAmendments2PM15.04.2019

OPENABLE

FFL Ground Floor Unit2.250 1GFD01 W=900 SELECTED GLAZED HINGED DOOR WITH CLEAR GLASS.FRONTH=2400 ENTRY DOOR 300900 2 4 0 0 1200 1GFD03 W=900 SOLID CORE TIMBER HINGED DOORGARAGEH=2700 2 7 0 0 900 1GFD04 W=800 INTERNAL SINGLE POCKET SLIDERL'NDRYH=2700 2 7 0 0 800 1605 1GFD08 W=1800 SLIDING DOOR WITH MDFBEDROOMH=2700 2 7 0 0 1800 1GFD09 W=900 SINGLE GLAZED DOORKITCHENH=2700 2 7 0 0 900 GL 1GFD10 W=3600 FULLY GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDERCOATED FINISH WITH SYSTEMHANDLES.LOCKABLE.FLYSCREENHARDWARE,WEATHERPROPRIETARYSEALS,DOORTOSUIT. LIVINGH=2400 3600 GL 2 4 0 0 GLGLGL 1FFD02 W=3000 SLIDING DOOR WITH MDFWALKH=2700IN ROBE 2 7 0 0 3000 FFL First Floor Unit5.350 2 4 0 0 1FFD01 W=3300 FULLY GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDERCOATED FINISH WITH MASTERH=2400SYSTEMHANDLES.LOCKABLE.FLYSCREENHARDWARE,WEATHERPROPRIETARYSEALS,DOORTOSUIT.BEDROOM GL 3300 GLGLGL NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS. UNIT 1-D01 1GF, D02 1GF, D07 1GF, D09 1GF, D10 1GF, W01 1GF, W02 1GF, W03 1GF, W04 1GF, W05 1GF, W06 GF, W07 1GF, W08 1GF, W09 1GF, D01 1FF, W01 1FF, W02 1FF, W03 1FF, W05 1FF, W06 1FF, W07 1FF: UNIT 2-W01 2GF, W01 2FF AWNING, CASEMENT FIXED SLIDING U Value = 5.40 U Value = 5.40 SHGC = 0.49 SHGC = 0.58 UNIT 2 GF -D01 2GF, D03 2GF, D07 2GF, D09 2GF, W02 2GF,W03 2GF,W04 2GF,W05 2GF,W06 2GF,W07 2GF,W02 2FF W03 2FF, W04 2FF, W05 2FF, W06 2FF, W07 2FF,D08 2GF, D10 2GF, D1 2GF, W08 2GF, W09 2GF,D01 2FF, D02 2FF: AWNING, CASEMENT FIXED SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 DENOTES OBSCURE GLAZING TO 1.7m AFFL OB FFL Ground Floor Unit2.250 GL W011GF W=1500 ALUMINIUM JOINERY SINGLE FIXED GLAZED WINDOWSTUDYH=2400 1500 2 4 0 0 GL W021GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=2100 BEDROOM 3 0 0 2 1 0 0 2 4 0 0 900 GL W031GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=2100 BEDROOM 900 2 1 0 0 3 0 0 2 4 0 0 GL 3 0 0 2 1 0 0 900 2 4 0 0 W041GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. DININGH=2100 GL 900 3 0 0 2 1 0 0 2 4 0 0 GL W051GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. DININGH=2100 FFL Ground Floor Unit2.250 3 0 0 2 1 0 0 2 4 0 0 900 GL W061GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=2100 LIVING 3 0 0 2 1 0 0 2 4 0 0 900 GL W071GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=2100 LIVING 2 4 0 0 800 W081GF W=800 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 LIVING GL 2 1 0 0 3 0 0 2 4 0 0 800 W091GF W=800 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 LIVING GL 2 1 0 0 3 0 0 FFL First Floor Unit5.350 2 4 0 0 800 GL W011FF W=800 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING.CORRIDORH=2400 1 7 0 0 W021FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH OBSCURE GLAZING TO LOWER PANEL.ENSH=1500 9 0 0 1 5 0 0 2 4 0 0OBGL 900 W031FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH OBSCURE GLAZING TO LOWER PANEL.BATHH=1500 9 0 0 1 5 0 0 2 4 0 0 900 OBGL 1 7 0 0 FFL First Floor Unit5.350 1 7 0 0 7 0 0 2 4 0 0 1500 GL W041FF W=1500 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=700GLAZING. 1 7 0 0 7 0 0 2 4 0 0 1500 GL W051FF W=1500 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=700GLAZING. 7 0 0 1 7 0 0 2 4 0 0 3000 W061FF W=3000 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=700GLAZING. GL GL W071FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARGLAZING.H=2100BEDROOM 2 1 0 0 3 0 0 2 4 0 0 900 800 2 4 0 0 1GFD07 W=800 SOLID CORE TIMBER HINGED DOORGARAGEH=2400 A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au 1 : 100 3 25 Weatherston Road, Seaford DOORS & WINDOW SCHEDULE_UNIT 1 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD013 LF HD WD 1. Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: -BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. 2. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. 3. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. 4. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & 5.specifications.Allexternal window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. 3. All windows & doors are shown as externally elevated. UNIT 1 DOOR SCHEDULE UNIT 1 WINDOW SCHEDULE

NOTE ALL BEDROOM WINDOWS THAT ARE 2M ABOVE THE GROUND BELOW IS TO BE RESTRICTED TO 125MM MAX. OPENING. BEDROOM WINDOWS WITHIN 1.7M OF THE FFL TO BE RESTRICTED WHERE THE FLOOR BELOW THE WINDOW IS 2.0M OR ABOVE THE SURFACE BENEATH OFF HINGES OR SLIDING DOOR TO FULLY ENCLOSED SANITARY COMPARTMENTS WHERE THE DISTANCE FROM HINGE SIDE OF DOOR TO FRONT END OF PAN IS LESS THAN 1.2M

FFL Ground Floor Unit2.250 900 2GFD01 W=900 SELECTED GLAZED HINGED DOOR WITH CLEAR FRONTH=2400GLASS.ENTRYDOOR 2 4 0 0 300 1200 2 7 0 0 900 2GFD03 W=900 SOLID CORE TIMBER HINGED DOORGARAGEH=2700 2GFD13 W=800 INTERNAL SINGLE POCKET SLIDERLNDRYH=2700 800 2 7 0 0 2GFD08 W=1800 SLIDING DOOR WITH MDFBEDROOMH=2700 2 7 0 0 1800 900 2GFD09 W=900 SINGLE GLAZED DOORKITCHENH=2700 2 7 0 0 2 4 0 0 3600 2GFD10 W=3600 FULLY GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDERCOATED FINISH WITH SYSTEMHANDLES.LOCKABLE.FLYSCREENHARDWARE,WEATHERPROPRIETARYSEALS,DOORTOSUIT.H=2400LIVING GLGLGLGL FFL First Floor Unit5.350 2FFD01 W=3300 FULLY GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDERCOATED FINISH WITH MASTERH=2400SYSTEMHANDLES.LOCKABLE.FLYSCREENHARDWARE,WEATHERPROPRIETARYSEALS,DOORTOSUIT.BEDROOM 3300 GL 2 4 0 0 GLGLGL 2FFD02 W=3000 SLIDING DOOR WITH MDFWALKH=2700IN ROBE 3000 2 7 0 0 NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS. UNIT 1-D01 1GF, D02 1GF, D07 1GF, D09 1GF, D10 1GF, W01 1GF, W02 1GF, W03 1GF, W04 1GF, W05 1GF, W06 GF, W07 1GF, W08 1GF, W09 1GF, D01 1FF, W01 1FF, W02 1FF, W03 1FF, W05 1FF, W06 1FF, W07 1FF: UNIT 2-W01 2GF, W01 2FF AWNING, CASEMENT FIXED SLIDING Value = 5.40 U Value = 5.40 SHGC = 0.49 SHGC = 0.58 UNIT 2 GF -D01 2GF, D03 2GF, D07 2GF, D09 2GF, W02 2GF,W03 2GF,W04 2GF,W05 2GF,W06 2GF,W07 2GF,W02 2FF W03 2FF, W04 2FF, W05 2FF, W06 2FF, W07 2FF,D08 2GF, D10 2GF, D13 2GF, W08 2GF, W09 2GF,D01 2FF, D02 2FF: AWNING, CASEMENT FIXED SLIDING Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC 0.70 DENOTES OBSCURE GLAZING TO 1.7m AFFL OB FFL Ground Floor Unit2.250 GL W012GF W=1500 ALUMINIUM JOINERY SINGLE FIXED GLAZED WINDOWSTUDYH=2400 1500 GL 2 1 0 0 3 0 0 2 4 0 0 900 GL W022GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=2100GLAZING. 2 1 0 0 3 0 0 2 4 0 0 900 GL W032GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=2100GLAZING. 2 1 0 0 3 0 0 2 4 0 0 900 GL W042GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARDININGH=2100GLAZING. 2 1 0 0 3 0 0 2 4 0 0 900 GL W052GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARGLAZING.H=2100DINING 2 1 0 0 3 0 0 2 4 0 0 900 GL W062GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARLIVINGH=2100GLAZING. 2 1 0 0 3 0 0 2 4 0 0 900 GL W072GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARLIVINGH=2100GLAZING. 2 4 0 0 800 2 1 0 0 3 0 0 W082GF W=800 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED LIVINGH=2100GLAZING. GL 2 1 0 0 3 0 0 2 4 0 0 800 GL W092GF W=800 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED LIVINGH=2100GLAZING. FFL First Floor Unit5.350 W012FF W=800 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED CORRIDORH=2400GLAZING. 800 2 4 0 0 GL 1 5 0 0 9 0 0 2 4 0 0 900 OBGL W022FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH OBSCURE GLAZING TO LOWER PANEL.ENSUITEH=1500 1 7 0 0 W032FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH OBSCURE GLAZING TO LOWER PANEL.BATHH=1500 1 5 0 0 9 0 0 2 4 0 0 900 OBGL 1 7 0 0 7 0 0 1 7 0 0 2 4 0 0 1500 GL W042FF W=1500 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=700GLAZING. 7 0 0 1 7 0 0 2 4 0 0 1500 GL W052FF W=1500 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=700GLAZING. 7 0 0 1 7 0 0 2 4 0 0 3000 GL W062FF W=3000 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=700GLAZING. 2 1 0 0 3 0 0 2 4 0 0 900 GL W072FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEARBEDROOMH=2100GLAZING. 2 4 0 0 800 2GFD07 W=800 SOLID CORE TIMBER HINGED DOORGARAGEH=2400 A3 REPRODUCTIONCOPYRIGHT OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AND INFRINGES COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS & DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFIC PRIOR TO START OF WORK & DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND OR ANY OTHER CONSULTANT/S DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START OF WORK & IT'S DURATION. MEASUREMENT SCALING OF THIS DRAWING SHALL ONLY BE PERMITTED IN IT'S DIGITAL FORM. AMENDMENT DETAILSREV DATE DRAWING NUMBERREVISION DATE DRAWN DRAWING SCALESHEET SIZE PROJECTPROJECTCLIENTDRAWINGDRAWNDESIGNEDCHECKTITLEDETAILSDETAILSSTAGE Project Address PROJECT NUMBER 05m 123 SCALE BAR A3 SHEET 1:100 SCALE formarketingpurposeonly BY M: 0450918382 E: bim@hidraft.com.au 1 : 100 3 25 Weatherston Road, Seaford DOORS & WINDOW SCHEDULE_UNIT 2 2 UNIT DEVELOPMENT HiDraft VER F+1.5 PM WD014 LF HD WD 1. Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: -BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2.2006.Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. 3. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. 4. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. 5. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. 6. All windows & doors are shown as externally elevated. UNIT 2 DOOR SCHEDULE UNIT 2 WINDOW SCHEDULE NOTE ALL BEDROOM WINDOWS THAT ARE 2M ABOVE THE GROUND BELOW IS TO BE RESTRICTED TO 125MM MAX. OPENING OPENABLE BEDROOM WINDOWS WITHIN 1.7M OF THE FFL TO BE RESTRICTED WHERE THE FLOOR BELOW THE WINDOW IS 2.0M OR ABOVE THE SURFACE BENEATH LIFT OFF HINGES OR SLIDING DOOR TO FULLY ENCLOSED SANITARY COMPARTMENTS WHERE THE DISTANCE FROM HINGE SIDE OF DOOR TO FRONT END OF PAN IS LESS THAN 1.2M 1Building Permit 3BuildingissuePM31.10.2018 PermitAmendments2PM15.04.2019