THE BUILDER/OWNER SHALL: 1.NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO TERMITE PROTECTION 2.RECORDOPTIONS.
RAIN WATER TANK (RWT) PROVISIONS
18. STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE -RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; -GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; -2R + 1G 700MM MAXIMUM AND 550MM MINIMUM, AND -WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS. 19. ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED/SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING. 20. PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: -1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; -865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; -VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND -ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
8.THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. 9.INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. 10. ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OFF HINGES. 11. CEILING MOUNTED EXHAUST 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.
SITE CLASSIFICATION
ENERGY RATING REQUIREMENTS REFERTONORTHERNENVIROMENTALDESIGNENERGYRATERSFILE187QDATED 9FEBRUARY2021 FIRSTRATE REPORTFORALLENERGYRATINGREQUIREMENTSTHROUGHOUT. PROPOSEDDWELLING-ACHIEVES6.0STARS ENERGYRATING: ENERGYRATINGSUSINGFIRSTRATE(VERSION5.3.0A)ARESUMMARISEDINTHETABLEBELOW: DWELLING STARRATING TOTAL(MJ/M2) HEATING(MJ/M2) COOLING(MJ/M2) UNIT1 6.0 123.6 108.0 15.6 ELEMENTBUILDINGMATERIALS DESCRIPTION ADDEDRVALUE FLOORTYPE GROUNDFLOOR:CONCRETESLABANDTIMBERFLOORFIRSTFLOOR:TIMBERFLOOR FLOORINSULATION RTIMBERFLOOR(GROUNDANDFIRSTFLOOR):2.0BULKINSULATIONORALTERNATIVE R2.0 WALLINSULATION ALLEXTERNALWALLS:90MMR2.5BULKINSULATIONORALTERNATIVE R2.5 90MMINTERNALWALLSSHAREDWITHGARAGE:R2.5BULKINSULATION R2.5 90MMINTERNALWALLSSURROUNDINGBATHANDPOWDERROOM:R2.5BULKINSULATION R2.5 ALLREMAININGINTERNALWALLS: NIL ROOFINSULATION R5.0BULKINSULATIONTOCEILINGSUNDERSIDEOFROOF R5.0 SKYLIGHTS DOUBLEGLAZED GENERALASSUMPTIONS:ITEMDETAILS FLOORCOVERINGS REFERTOPLANS WINDOWCOVERINGSHOLLANDBLINDSTOALLWINDOWS.(REGULATIONMODE)1FLYSCREENSTOALLOPERABLEWINDOWSANDSLIDINGDOORSDRAUGHTPROOFINGWEATHERSTRIPSTOALLDOORSANDWINDOWS.SEALALLEXHAUSTFANS.DOWNLIGHTSDOWNLIGHTSARESURFACEMOUNTED.SHADINGOVERSHADOWINGFROMADJOININGBUILDINGS/SHADINGDEVICESANDSCREENSHAVEBEENINCORPORATEDINTOTHEENERGYRATINGS NOTES A)BETHE1.SEALINGOFGAPSANDCRACKS:INADEQUATESEALINGOFGAPSANDCRACKSCANNEGATIVELYAFFECTENERGYPERFORMANCEOFADWELLING.BCA2019VOL.2PART3.12.3REQUIRESTHATSEALSARETOPROVIDEDTO:CHIMNEYSANDFLUESB)ROOFLIGHTSI.E.SKYLIGHTSORWINDOWSINSTALLEDINAROOFC)AROUNDEXTERNALDOORSANDWINDOWSANDD)EXHAUSTFANS2.ALLEXHAUSTFANSARESELFCLOSING.3.ALLGAPSAROUNDEXTERNALDOORS,WINDOWS&DOWNLIGHTSARESEALED.
THESE DRAWINGS ARE NOT TO BE USED FOR PLANNING AND/OR BUILDING PERMIT APPLICATIONS OR FOR ANY OTHER PURPOSE UNLESS SPECIFICALLY APPROVED IN WRITING BY THE DESIGNER. THESE PLANS HAVE ALSO BEEN PREPARED FOR THE EXCLUSIVE USE BY 'THE CLIENT' BY 'THE DESIGNER' FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSONS WHO USES OR RELIES ON THESE PLANS WITHOUT THE DESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE
2. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
16. GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH:BCAPART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER.
SITE CLASSIFICATION AS: THIS SITE IS CLASSIFIED AS CLASS P (PROBLEMATIC) WITH REFERENCE TO AUSTRALIAN STANDARD 2870-2011 “RESIDENTIAL SLABS AND FOOTINGS”. SOIL REPORT FILE REF. NO: TGSB040620. DATE -23RD JUNE 2020 BY: BAYSIDE & SUBURBS GEOTECHNICAL SERVICES PTY LTD DESIGN GUST WIND SPEED / WIND CLASSIFICATION
IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. 3.A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION.4.THEHOMEOWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED.
23. U.N.O TYPICALLY ALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC. 24. ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS. WALL LINING
NOTE: REFER TO CIVIL ENGINEERS DESIGN DRAWINGS /DETAILS AND SPECIFICATIONS FOR ALL RAIN WATER TANK CAPACITIES & STORM WATER CONNECTIONS. ALL RAINWATER TANK INSTALLATIONS MUST BE IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES. WHEN CONNECTED TO INTERNAL FIXTURES/APPLIANCES THEY MUST ALSO BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION & THE MANUFACTURER'S RECOMMENDATIONS, WHERE THEY ARE NOT IN CONFLICT WITH AS/NZS 3500.1. ALLOW TO PROVIDE ADEQUATE BEDDING SUPPORT FOR PLUMBED RAINWATER TANK AS PER MANUFACTURER'S RECOMMENDATION & SPEC'S.
21. HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS. 22. BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS.
2.TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE).
1.TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS).
BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION). REFER TO AS1684 AND STRUCTURAL
17. WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
12. ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE NCC2019. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR 13.ENTRIES.ALLTIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES. 14. ALL MASONRY TO COMPLY WITH CURRENT AS 3700 AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & 15.SPECIFICATIONS.ALLPROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES IN ACCORDANCE WITH AS 3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH BCA REGULATION 3.8.1-3.8.1.27 AND AS 3740-2004: 'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION.
1. ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA 2019 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN.
4.THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID 5.SITEVARIATION.PLAN MEASUREMENTS ARE IN METERS U.N.O. 6.FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7.THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION
3.THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTS’RAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN HE COURSE OF THE CONTRACT.
THE BUILDER/OWNER SHALL: REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY WORKS.
GENERAL NOTES (NCC 2019)
3.DALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT.
TERMITE PROTECTION WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH BCA 2008 PART 3.1.3 TERMITE RISK MANAGEMENT.
STORMWATER DRAINAGE NOTE: REFER TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER DRAINAGE LAYOUTS & DESIGN. ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL.IFTHEINSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL INFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED EITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY WORKS.
ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. AUTHORITIES / CONSULTANTS MUNICIPALITY -KNOX CITY COUNCIL RELEVANT BUILDING SURVEYOR Watershed Building Consultants GEOTECHNICAL ENGINEER Bayside & Suburbs Geotechnical Services Pty Ltd THERMAL PERFORMANCE ASSESSOR Northern Environmental Design CIVIL AND STRUCTURAL ENGINEERS TGL Egineering Group Pty Ltd, LAND SowdenSURVEYORSurveysPty Ltd LANDSCAPE DESIGNER Monarch Garden Design PLANNING PERMIT COUNCIL:PLANNINGPERMITREF.NO:P/2018/6756KNOXCITYCOUNCIL GLAZINGGLAZINGTYPE GROUP WHOLEOFWINDOWVALUE LOCATION DEFAULT U SHGC ALM-003-01 A4.800.51GROUP A GLAZING ALUMINIUM FRAME DOUBLE GLAZED AIR FILL ALM-004-01CLEAR-CLEAR B4.80 0.59 GROUP B GLAZING ALUMINIUM FRAME DOUBLE GLAZED AIR FILL CLEAR-CLEAR GROUP OPENING A •AWNING, BIFOLD, CASEMENT, TILT & TURN, ENTRY DOOR, FRENCH DOOR, HINGED DOOR B•DOUBLE HUNG, FIXED, LOUVRE, SLIDING, STACKER DOOR CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REV DATE DESCRIPTION M:0450918382 E:bim@hidraft.com.au HiDRAFT100 26/08/2022 6:43:37 PM3AD19010PM 164 Scoresby Road Boronia GENERAL NOTES A001 DRAWING REGISTER A002EXISTINGA001GENERALNo.TITLENOTES&DEMOLITIONSITE PLAN A003PROPOSED SITE PLAN A004GROUND FLOOR PLAN A005FIRST FLOOR PLAN A006ROOF A007GROUNDPLANFLOOR REFLECTED CEILING PLAN A008FIRST FLOOR REFLECTED CEILING PLAN A009PROPOSED ELEVATIONS A010PROPOSED SECTIONS A011PROPOSED SECTIONS A012DOOR A017CONTRUCTIONA016STAIRA015INTERNALA013WINDOWSCHEDULESCHEDULEELEVATIONDETAILSDETAILS 164 SCORESBY ROAD BORONIA PROPOSED SINGLE UNIT DEVELOPMENT 107.07.2021Building Permit Issue
THE RAINWATER TANK OVERFLOW POINT OF DISCHARGE SHALL BE CONNECTED INTO THE PROPOSED STORM WATER SYSTEM AND MEET THE REQUIREMENTS AS/NZS 3500.3 & AND ALL OTHER RELEVANT AUTHORITIES ALLOWREQUIREMENTS.TOPROVIDE A MIN. OF 100MM VERTICAL DISTANCE BETWEEN THE RAINWATER HEAD AND THE TANK INLET. THE RAINWATER HEAD IS TO BE LEAF SCREENED & VERMIN & INSECT PROOFED (INCLUDING MOSQUITO SCREENING). THE STORM WATER SYSTEM IS REQUIRED TO BE DESIGNED WITH THE PROVISION TO DRAIN STAGNATE WATER DURING DRY WEATHER PERIODS (E.G. CAPPED RELIEF ACCESS POINT AT THE LOWEST LEVEL OF STORM WATER DRAINAGE SYSTEM).
ALLOW TO CONNECT RAINWATER TANK TO SUPPLY RAINWATER TO THE FOLLOWING: ALL SANITARY FLUSHING SYSTEMS AND LAUNDRY COLD WATER OUTLET. ALLOW TO PROVIDE ALL APPROPRIATE PUMPING FACILITIES AS PER CAPACITY REQUIREMENTS AND IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES.
Tree 1TPZ71m EXISTING ASBESTOS ROOFING TO BE REMOVED IN ACCORDANCE WITH ASBESTOS REMOVAL NOTE EASEMENT 24 0 SITE LEGEND -HABITABLEWINDOWHAB.W -NONHABITABLEWINDOWW -2000LRAINWATERTANKRWT -OBSCUREDFROSTEDGLASSMBOB -ELECTRICALMETERBOX MAIL -MAILBOX GAS -GASMETER BINS -ALLOCATEDBINPLACEMENT-PRIVATEOPENSPACEPOS REPORTREAD-EXISTING-EXISTINGTREETOBERETAINEDTREEIDENTIFICATIONNUMBERMENTIONEDINTHEARBORIST'SREPORTTREEREMOVEDINCONJUNCTIONWITHARBORISTT# T# TREESTRUCTURALDEMOLITION-EXISTING-PROPOSEDTREESANDSHRUBS(REFLANDSCAPEDRAWING)NOMORETHAN25%TRANSPARENTDEMOLISHED.REFERNOTESROOTZONEPROTECTIONZONE ADDITIONAL NOTES:
18. MATERIALS REMOVED OR DISPLACED FROM THE BUILDING SHALL NOT BE PLACED IN ANY STREET, ROAD OR RIGHT OF WAY AND, BEFORE COMMENCING, WHERE REQUIRED, SHALL BE KEPT SPRAYED WITH WATER SO AS TO PREVENT ANY NUISANCE FROM DUST.
19. A SITE MANAGEMENT PLAN IS TO BE IMPLEMENTED DURING DEMOLITION WORKS TO CONTROL SEDIMENT RUN-OFF IN ACCORDANCE WITH EPA VICTORIA PUBLICATION 275: CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION CONTROL, PROVIDE 'PROPEX' OR EQUIVALENT SILT FENCES TO THE LOW SIDE OF THE ALLOTMENT AND AROUND ALL SOIL STOCKPILES AND STORM WATER ENTRY PITS DURING DEMOLITION WORKS. 'SUPERGO' OR EQUIVALENT EROSION CONTROL FABRIC TO BE PLACED OVER GARDEN BEDS TO PREVENT SURFACE EROSION DURING RE VEGETATION PERIOD. 20. CLEAR SITE OF ALL VEGETATION INCLUDING ALL SITE TREES COMPLETE WITH STUMPS & ROOTS, AS WELL AS ANY DEBRIS IN PREPARATION FOR SUBSEQUENT EXCAVATION WORKS.
6. THE DEMOLISHER SHALL CONSTRUCT A TEMPORARY CROSSING PLACED OVER THE FOOTPATH, AS REQUIRED BY COUNCIL.
7. NO PART OF ANY EXTERNAL WALL ON OR WITHIN 3MTRS OF A STREET ALIGNMENT MAY BE PULLED DOWN, EXCEPT DURING THE HOURS THAT THE RELEVANT BUILDING SURVEYOR DIRECTS.
·PRIOR TO COMMENCING 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.
11. DEMOLISHED MATERIAL SHALL NOT BE ALLOWED TO REMAIN ON ANY FLOOR OR STRUCTURE IF THE WEIGHT OF THE MATERIAL EXCEEDS THE SAFE CARRYING CAPACITY OF THE FLOOR OR STRUCTURE, AND SUCH MATERIAL SHALL NOT BE SO PILED OR STACKED THAT IT WILL ENDANGER WORKMEN OR OTHER PERSONS, AND SHALL BE REMOVED AS SOON AS PRACTICABLE FROM THE SITE.
·BUILDER 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 WORKS.
3. THE BUILDER TO INSPECT BUILDING FOR ASBESTOS BEFORE DEMOLITION. ANY ASBESTOS CLADDING SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH NATIONAL CODE OF PRACTICE NO4SC 2018 -2005 BY QUALIFIED AND LICENSED OPERATOR ALL DEMOLITION WORK TO COMPLY WITH AS2601 -1991 (THE DEMOLITION OF STRUCTURES). DEMOLITION WORK ALSO TO COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING REQUIREMENTS AND LOCAL COUNCIL BY-LAWS.
13. BEFORE DEMOLITION IS COMMENCED, AND ALSO DURING THE PROGRESS OF SUCH WORKS, ALL ELECTRICAL CABLE OR APPARATUS WHICH ARE LIABLE TO BE A SOURCE OF DANGER -OTHER THAN CABLE OR APPARATUSES FOR THE DEMOLITION WORKS -SHALL BE DISCONNECTED.
14. ARRANGEMENTS SHALL BE MADE WITH THE RELEVANT ELECTRICAL SUPPLY AUTHORITY FOR THE DISCONNECTION OF ELECTRICAL MAINS SUPPLY EXCEPT THAT, WHERE PARTIAL DEMOLITION IS PROPOSED, THE LICENSED ELECTRICAL CONTRACTOR SHALL SATISFY THE RELEVANT ELECTRICAL SUPPLY AUTHORITY THAT THE PORTION OF THE BUILDING TO BE DEMOLISHED HAS BEEN ISOLATED.
4. ALL MATERIALS & WORK PRACTICES SHALL COMPLY WITH BUT NOT LIMITED TO, THE BUILDING REGULATIONS 2006, THE B.C.A AND ALL RELEVANT CURRENT STANDARDS (ASAMENDED) REFERRED TO THEREIN. THESE SPECIFICATIONS SPECIFY ONLY THE MINIMUM STANDARD OF WORK FOR THE DEMOLITION WORKS ON RESIDENTIAL PROJECTS, AND ALL WORKMANSHIP AND PRECAUTIONS SHALL BE TO TRADE PRACTICE.
REMAINS
12. NO WALL, CHIMNEY OR OTHER STRUCTURE OR PART OF A STRUCTURE SHALL BE LEFT UNATTENDED OR UNSUPPORTED IN SUCH A CONDITION THAT IT MAY COLLAPSE DUE TO WIND OR VIBRATION OR OTHERWISE BECOME DANGEROUS.
1. LOCATE AND EXPOSE ALL SERVICES PRIOR TO DEMOLITION 2. PRIOR TO & DURING DEMOLITION AND CONSTRUCTION BUILDER IS TO MAKE SURE TREES THAT ARE TO REMAIN BE PROTECTED UNLESS OTHERWISE INDICATED TO BE DEMOLISHED.
9. DUST CREATING MATERIAL, UNLESS THOROUGHLY DAMPENED DOWN, SHALL NOT BE THROWN OR DROPPED FROM THE BUILDING BUT SHALL BE LOWERED BY HOISTING APPARATUS OR REMOVED BY MATERIAL CHUTES. ALL CHUTES SHALL BE COMPLETELY ENCLOSED AND A DANGER SIGN SHALL BE AT THE DISCHARGE END OF THE CHUTE.
CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT CONSENT OF
5. PRECAUTIONS MUST BE TAKEN BEFORE & DURING DEMOLITION IN ACCORDANCE WITH AS 2601-2001: DEMOLITION OF STRUCTURES.
PRIOR
FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:43:41 PM3AD19010PM 164 Scoresby Road Boronia EXISTING & DEMOLITION SITE PLAN A002 Scale 1 200 EXISTING & DEMOLITION SITE PLAN1 107.07.2021Building Permit Issue
16. THE DEMOLISHER SHALL BE RESPONSIBLE TO CUT AND SEAL ANY STORM WATER, SEWER PIPES, WATER SERVICES, GAS SERVICES AND THE LIKE.
15. THE DEMOLISHER SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF ALL TELECOMMUNICATIONS.
·REFER TO LANDSCAPE DESIGNER'S APPROVED DRAWING FOR RE-VEGETATION DESIGN IN ACCORDANCE WITH CONDITIONS TO PLANNING PERMIT & LOCAL AUTHORITIES PLANTING SCHEME/POLICY-EXISTINGPAVING, LAWN REMOVED AND MADE READY FOR NEW WORKS. REFER DEMOLITION NOTES ASBESTOS REMOVAL NOTE: LICENCED WITH THE ENVIRONMENT PROTECTION AUTHORITY TO SAFELY TRANSPORT AND DISPOSE OF NON-FRIABLE ASBESTOS, ALL WORKS TO BE CARRIED OUT IN STRICT ACCORDANCE WITH OH&S REGULATIONS: VICTORIAN OCCUPATIONAL HEALTH & SAFETY (ASBESTOS) REGULATIONS 2007. PROJECTS IS TO BE REGISTERED WITH WORKSAFE VICTORIA BEFORE COMMENCEMENT AND ASBESTOS WASTE IS TRANSPORTED TO AN EPA APPROVED WASTE FACILITY VIA A EPA REGISTERED VEHICLES. AN INDEPENDENTLY ISSUED ASBESTOS CLEARANCE CERTIFICATE IS TO BE PROVIDED TO THE CLIENT AT THE COMPLETION OF THE REMOVAL PROCESS AND PRIOR TO DEMOLITION WORKS.
17. THE POSITION OF THE CAPPED SEWER AND STORM WATER DRAINS, SEALED OFF WATER SUPPLY LINES, GAS SUPPLY LINES AND THE LIKE ARE TO BE CLEARLY MARKED ON THE SITE.
8. PROTECTIVE OUTRIGGERS, FENCES, AWNINGS, HOARDING BARRICADES AND THE LIKE MUST BE INSTALLED WHERE NECESSARY TO GUARD AGAINST DANGER TO LIFE OR PROPERTY OR WHEN REQUIRED BY THE RELEVANT BUILDING SURVEYOR.
21. CONTRACTOR TO ALLOW FOR REMOVAL OF ALL WASTE AND EXCESS SOIL FROM SITE.
DEMOLITION
NOTES
10. ALL PRACTICABLE PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE FROM COLLAPSE OF A BUILDING WHEN ANY PART OF A FRAMED OR PARTLY FRAMED BUILDING IS REMOVED.
107.07.2021Building Permit
NEW ABOVE GRADE PERMEABLE PAVING DRIVEWAY TO COUNCIL STANDARD DETAIL Issue
A011A01111 A0102A0102 A011A01133 4540 170m² REMOVE EXISTING CROSSOVER AND REINSTATE FOOTPATH AND NATURE STRIP TO THE SATISFACTION OF LOCAL AUTHORITY REQUIREMENTS 1.2m PailingProposedFence 1.8mPailingProposedFence Fence 1.8m H and Gate 1.8mPailingProposedFence, to be constructed behind existing masonry fence New 1.8mFenceHandGate mailboxmailbox PROPOSE NEWCROSS 56552890OVER NOTE: ALL STRUCTURES ( INCLUDING FENCES, LETTERBOXES AND METER BOXED MUST BE CONSTRUCTED TO A MAXIMUM HEIGHT OF 900MM OR RELOCATED CLEAR OF A SPLAYED AREA NEAR THE ACCESS WAY TO ENSURE SAFE SIGHT DISTANCES Tree1TPZ7.1m MinPOS88m2Width5m POS 88 m2 Min Width 5m POS 55 m2 Tandem Parking 2.6 x 4.9 PORCH EXISTING HOUSE UNIT 1 FFL 114.90 FFL 114.85 FFL 113.85 FFL 114.00 FFL 114.00 CROSSOVER 3000 NEW 3m WIDE CONCRETE CROSS-OVER TO THE SATISFACTION OF LOCAL AUTHORITY REQUIREMENTS NEW 3m WIDE CONCRETE CROSS-OVER TO THE SATISFACTION OF LOCAL AUTHORITY REQUIREMENTS 1 2 3 4 5 6 7 8 9 A B C D E F G H 500013264505110013002305160536201829020760 4540 520 1305 1790 3705 4355 2075 FFLFFL114.00114.00 MB WATER2000LTANK WATER2000LTANK A0174 A0174 EASEMENT2440DECK 24401852560 RETAINING WALL CONC FOOTING LEGEND -HABITABLE WINDOWHAB. W -NON HABITABLE WINDOWW -2000L RAIN WATER TANKRWT -OBSCURED FROSTED GLASSMBOB -ELECTRICAL METER BOX MAIL -MAIL BOX GAS -GAS METER BINS -ALLOCATED BIN PLACEMENT -PRIVATE OPEN SPACEPOS -EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT -EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT T# T# -PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING) NO MORE THAN 25% TRANSPARENT STORM WATER PIT TO CIVIL ENGINEERS DRAWINGS BASEMENT FLOOR WALL OUTLINE FIRST FLOOR WALL OUTLINE CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:43:47 PM3AD19010PM 164 Scoresby Road Boronia PROPOSED SITE PLAN A003 Scale1 1001A009 SITE PLAN1 1. ALL SITE DIMENSIONS ARE IN MILLIMETRES UNLESS SPECIFIED 2.OTHERWISEBUILDERTO VERIFY ALL SET-OUT DETAILS ON SITE. 3. REFER TO PLAN OF SUBDIVISION OR CERTIFICATE OF ITLE FOR VERIFICATION OF ALL BEARINGS, DISTANCES AND OTHER ITE INFORMATION. CONTRACTOR IS TO VERIFY BOUNDARY LOCATION ON SITE PRIOR TO THE COMMENCEMENT OF WORK 4. FOR DETAILS OF ALL EASEMENTS REFER TO THE PLAN OF SUBDIVISION OR CERTIFICATE OF TITLE AND OTHER INFORMATION BY THE RESPONSIBLE AUTHORITY.5.INSTALLATION OF ALL SERVICES INCLUDING ALL STORM-WATER, WASTE WATER AND SEWER DETAILS SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. 6. THE CONTRACTOR AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORM-WATER DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTINGS AND OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM. 7. INSTALL NEW METER BOX IN STEEL CABINET IN STRICT ACCORDANCE WITH POWER SUPPLIERS REQUIREMENTS, BCA & ALL AUSTRALIAN 8.STANDARDSCONNECT RESIDENCE WITH TELSTRA CABLES IN STRICT ACCORDANCE WITH TELSTRA'S REQUIREMENTS 9. CONNECT WATER SUPPLY TO THE SANITARY ITEMS WITHIN THE PROPOSED BUILDING & HWS WHERE REQUIRED IN ACCORDANC WITH LOCAL AUTHORITIES REQUIREMENTS. SUPPLY HOT & COLD WATER TO NEW SANITARY ITEMS AS REQUIRED 10. CONNECT ALL SANITARY ITEMS WASTE PIPES WITHIN ESIDENCE WITH CLASS12 PVC-U 100mmø DWV LAID ON MIN. 1:60 FALL. CONNECT TO PROPOSED SEPTIC TANK IN ACCORDANCE WITH LOCAL AUTHORITIES REQUIREMENTS CONTRACTOR TO VERIFY CONNECTION POINT & LOCATION OF SEPTIC ON SITE 11. CONNECT ALL DOWN PIPES WITH 90mmø PVC-U STORM WATER DRAIN & CONNECT TO WATER-TANK IN ACCORDANCE WITH LOCAL AUTHORITIES REQUIREMENTS. TANK OVERFLOW TO BE DISCHARGED DIRECTLY INTO GARDEN IN ACCORDANCE WITH LOCATION AUTHORITIES REQUIREMENTS SITE PLAN NOTES
230.08.2021Build over Easement
FINISHES LEGEND TAG DESCRIPTION BINSALLOCATED BIN AREA CONCONCRETE FINISH. CTPCOOK TOP. REFER SPECIFICATION AND SCHEDULES. DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR DESIGNER. FRIDGEFRIDGE. REFER SPECIFICATION AND SCHEDULES. HRHANDRAIL. 50MM DIAMETER TIMBER HANDRAIL WITH SELECTED WALL MOUNTED BRACKET. TIMBER FINISH AND BRACKET COLOUR REFER CLIENT OR DESIGNER. PBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR DESIGNER. SHSHOWER ROSE. SELECTED SHOWER ROSE. REFER CLIENT O DESIGNER. SNK-01SINK. REFER SPECIFICATION AND SCHEDULES. TBTIMBER FLOOR BOARD. REFER SPECIFICATION AND SCHEDULES. TDTIMBER DECKING TILTILE TUBLAUNDRYFLOORINGTROUGH. SELECTED LAUNDRY TROUGH. REFER CLIENT OR DESIGNER. WCWATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WHBWASH HAND BASIN. WMWASHING MACHINE.
WT-01WALL TYPE 1. 230mm DOUBLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK OR RENDER COLOUR AS PER ENDORSED TOWN PLANNING REQUIREMENT. REFER SPECIFICATION AND 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. BRICK OR RENDER FINISH. REFER ELEVATIONS. BRICK OR RENDER COLOUR AS PER ENDORSED TOWN PLANNING REQUIREMENT. REFER SPECIFICATION AND SCHEDULE. WT-03WALL TYPE 3. 90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-04WALL TYPE 4. 165mm ACRYLIC RENDERED POLYSTYRENE WALL CLADDING. 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. INSTALL AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.WALL INSULATION TO ENERGY RATERS REPORT. RENDER COLOUR AS PER ENDORSED TOWN PLANNING REQUIREMENT. REFER SPECIFICATION AND SCHEDULE.
FINISHES LEGEND TAG DESCRIPTION BINSALLOCATED BIN AREA CONCONCRETE FINISH. CTPCOOK TOP. REFER SPECIFICATION AND SCHEDULES. DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR DESIGNER. FRIDGEFRIDGE. REFER SPECIFICATION AND SCHEDULES. HRHANDRAIL. 50MM DIAMETER TIMBER HANDRAIL WITH SELECTED WALL MOUNTED BRACKET. TIMBER FINISH AND BRACKET COLOUR REFER CLIENT OR DESIGNER. PBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WE AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR DESIGNER. SHSHOWER ROSE. SELECTED SHOWER ROSE. REFER CLIENT OR DESIGNER. SNK-01SINK. REFER SPECIFICATION AND SCHEDULES. TBTIMBER FLOOR BOARD. REFER SPECIFICATION AND SCHEDULES. TDTIMBER DECKING TILTILE TUBLAUNDRYFLOORINGTROUGH. SELECTED LAUNDRY TROUGH. REFER LIENT OR DESIGNER. WCWATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WHBWASH HAND BASIN. WMWASHING MACHINE. 107.07.2021Building Permit Issue
A011A01111A0101 A0101 GARAGE BATHBEDROOM&ENSUITEDINING KITCHEN LAUNDRY PANTRY LIVING ROOM GARAGE W011GF W021GF W031GF 1GFW041GFD10D041GF 1GFD01 1GFD03 1GF1GFD05D07 1GFD02 UNIT 1 130 m² FFL 114.90 FFL 114.90 FFLFFL114.90114.90 FFL 114.90 FFLFFL114.00114.00FFL 114.00 FFL 113.85 DECK FFL 114.85 PORCH FFL 113.85 ABOVEOUTLINEOVERHANGROOF ROOF OVERHANG OUTLINE ABOVE ROOF OVERHANG OUTLINE ABOVE OUTLINEFLOORFIRST FIRST FLOOR OUTLINE OUTLINEFLOORFIRST A0102A0102 A011A01133 1GFD06 2GFD11 1GFD12 EF 1GFD13LINEBOUNDARY BOUNDARY LINE 02WTWT02 WT 02 WT 02 01WT WT 03 03WT 03WT WT 03 WT 01 EXISTING GARAGE EXISTING SHED NEW STORAGE SHED 600055106050 570 EXISTING DWELLING 3500290820 3405280 D01 50001570112050946600380W02600420W03 GARAGE600514 551090STAIR110090ENTRY 13501210 230 5610D04 720 24090 365D10 3800 735W05 1000 200 LIVING2406100ROOM 90GARAGE17356570 1149511908201570 4720190720280 720 190 940240 3375 15 1776 90 3235 90 902200 2400 OVERALL240 12140 WT 03 03WT 03WT WT 03 02WT 03WT 01WT WT 01 DP DP DPDPDP DP DP DP WHBWHB WC BINSBINS SNK 01 WM TUBSH FRIDGE SKYLIGHTABOVE 110 6050 230 34257250 720 1570 720 2401580 280 24017652908201860760 1m HIGH SOLID BALUSTRADE CON 1060150 1 2 3 4 5 6 7 8 9 A B C D E F G H 500020760132645051100130023051605362018290 4540 520 1305 1790 3705 4355 50002075 240102959012752401203620110 69070033151000 2640 700 25801435 1915 1760 1GFD081GFD09TB TB TIL TD CON CON PB TB TILTBTB TIL SKYLIGHTABOVE FIRST FLOOR OUTLINE CTP SASAA017A01733 MB 5510520 4540 CONC SLEEPER RETAINING WALL TO ENGINEERSSTRUCTURALDRAWINGS HR A0174A0174 354017352560 2460 RET. WALL FOOTING DRAWING LEGEND EF SA 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 W01 GF WINDOW/DOOR NUMBER FLOORDENOTESLEVELFINISHED STRUCTURE LEVELFSL HEATED TOWEL RAILHTR ACCESS PANELA/P 1 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 SPECIFICATIONS COL 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 ARTICULATIONJOINTNOTTOEXCEEDAMAXIMUMWALLDISTANCEOF6.0mASPERNCC2014ANDENGINEER'SSPECIFICATION. WALL LEGEND NOTE: ALL WALL DESCRIPTIONS BEGIN FROM THE EXTERNAL FACE AND ARE NOT INCLUDING PLASTERBOARD/WALL LINING THICKNESS. CONTRACTOR IS TO PROVIDE 13MM PLASTERBOARD OR 13MM WATER RESISTANT PLASTERBOARD WALL LINING TO ALL WET AREA WALLS, WITH SELECT PAINT FINISH TO STUD WALL NTERNAL FACE AND/OR TILES FINISH TO SELECTED WALLS. FOR SELECTED COLOURS, FINISHES AND TYPES REFER TO WALL FINISHES. NOTE: ARTICULATIONREFERTOENGINEERSDRAWINGSANDSPECIFICATIONFORJOINTLOCATIONSONGROUNDFLOOR CLOTHES LINE FOLDING CLOTHES LINE (WHERE INDICATED) SUPPLIER:DAYTEK (OR APPROVED EQUIVALENT) PRODUCT:DRY FRESH STORM SINGLE FOLD DOWN CLOTHES LINE, OVERALL SIZE 2240MM X 1210MM NOTE: REFER TO MAUFCATURES SPECIFICATIONS FOR FIXING AND INSTALLED DETAILS. C/L CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:43:52 PM3AD19010PM 164 Scoresby Road Boronia GROUND FLOOR PLAN A004 Scale 1 501A009 GROUND FLOOR PLAN -UNIT 11 FINISHES LEGEND TAG DESCRIPTION BINSALLOCATED BIN AREA CONCONCRETE FINISH. CTPCOOK TOP. REFER SPECIFICATION AND SCHEDULES. DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR DESIGNER. FRIDGEFRIDGE. REFER SPECIFICATION AND SCHEDULES. HRHANDRAIL. 50MM DIAMETER TIMBER HANDRAIL WITH SELECTED WALL MOUNTED BRACKET. TIMBER FINISH AND BRACKET COLOUR REFER CLIENT OR DESIGNER. PBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WE AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR DESIGNER. SHSHOWER ROSE. SELECTED SHOWER ROSE. REFER CLIENT OR DESIGNER. SNK-01SINK. REFER SPECIFICATION AND SCHEDULES. TBTIMBER FLOOR BOARD. REFER SPECIFICATION AND SCHEDULES. TDTIMBER DECKING TILTILE TUBLAUNDRYFLOORINGTROUGH. SELECTED LAUNDRY TROUGH. REFER LIENT OR DESIGNER. WCWATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WHBWASH HAND BASIN. WMWASHING MACHINE.
A011A01111A0101 A0101 LIVING ROOM BATHBEDROOM 2 BEDROOM 3 ROBE ROBE ROBE A0102A0102 1700175909W16210060001751530 W09W081FF1FF W101FFW111FF W15W121FF1FF W161FF 1FFD18 1FFD171FFD16 1FFD141FFD15 W141FF BATH 241590181090STAIR110090BED ROOM 34151 FFL 117.90 FFLFFL117.90117.90 FFL 117.90 FFL 117.90 FFL 117.90 BEDROOM 1 GF OUTLINE BELOW BELOWOUTLINEGFBELOWOUTLINEGF GF OUTLINE BELOW EF EF BOUNDARY LINE LINEBOUNDARY BOUNDARY LINE 22.5° FALL 22.5°FALL 22.5°FALL 22.5°FALL 22.5°FALL 22.5° FALL 300 mm BOX GUTTER 300 mm BOX GUTTER GUTTERBOXmm300GUTTERBOXmm300W131FF LIVING ROOM 28043054705 W 1 3 2 1 0 0 1 0 3 5 9 0 W 2 4 1 0 0 0 9 0 W 1 4 1 5 0 0 9 0 7 4 0 W 1 5 2 1 0 0 6 2 5 L V N G R O O M 3 4 6 5 9 0 B A T H 1 5 0 0 9 0 1 0 0 0 9 0 B E D R O O M 2 3 4 1 5 POWDER 2 0 0 0 1 7 5 B E D R O O M 3 3 4 1 5 9 0 1 4 6 0 S T A R 4 6 8 5 1 7 5 1 6 8 0 1 0 1 5 1700175BATH241590181090STAIR11009060090ROBE POWDER272517515303850 ROOM 241590975D16820100 90100D1782078590ROBE 2725 1100210012009016002100820 BEDROOM440090BEDROOM 4520 O V E R A L L 1 0 0 0 0 OVERALL 9360 2 0 0 0 1 7 5 3 4 1 5 9 0 R O B E 6 0 0 7 9 2 0 1 9 3 W 1 0 2 3 0 0 9 2 2 9 0 1 0 8 8 W 0 9 2 3 0 0 9 6 7 B E D R O O M 3 3 4 1 5 9 0 B E D R O O M 1 4 3 5 5 O V E R A L L 8 2 1 0 OVERALL 9360 UNIT 1 SKYLIGHT DP 300 mm BOX GUTTER 3°FALL WT 04 WT 03WT 03 SH WHB WHB WC TW TH WT 03 WT 04 WT 03 WT 04 03WT 03WT 03WT 03WT03WT 04WT 04WT 04WT 03WT DPDP DP W051FF W061FF W071FF DP&S DP DP&SDP&S DP 1 2 3 4 5 6 7 8 9 A B C D E F G H CP CPCPCP CP TIL TIL RT RT RT RT RT RT MR BG BG SL SA RWH BG RWH BG EG EG EGA017A01733 A0174A0174 DRAWING LEGEND EF SA 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 W01 GF WINDOW/DOOR NUMBER FLOORDENOTESLEVELFINISHED STRUCTURE LEVELFSL HEATED TOWEL RAILHTR ACCESS PANELA/P 1 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 SPECIFICATIONS COL 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.
PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK
STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK OR RENDER FINISH. REFER ELEVATIONS. BRICK OR RENDER COLOUR
PROVISION
REFER CLIENT OR TWTOWELTILTILEDESIGNER.FLOORINGRAIL.WALL MOUNTED TOWEL RAIL. REFER CLIENT A WCWATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WHBWASH HAND BASIN. WT-01WALL TYPE 1. 230mm DOUBLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK
THISCOMPONENTSDRAWING
ORDERING
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.
RENDER COLOUR
AND MAY NOT
MEANS
PRIOR CONSENT
OR COPIED IN
WALL LEGEND NOTE: ALL WALL DESCRIPTIONS BEGIN FROM THE EXTERNAL FACE AND ARE NOT INCLUDING PLASTERBOARD/WALL LINING THICKNESS. CONTRACTOR IS TO PROVIDE 13MM PLASTERBOARD OR 13MM WATER RESISTANT PLASTERBOARD WALL LINING TO ALL WET AREA WALLS, WITH SELECT PAINT FINISH TO STUD WALL NTERNAL FACE AND/OR TILES FINISH TO SELECTED WALLS. FOR SELECTED COLOURS, FINISHES AND TYPES REFER TO WALL FINISHES. NOTE: REFER TO ENGINEERS DRAWINGS AND SPECIFICATION FOR ARTICULATION JOINT LOCATIONS ON GROUND FLOOR CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR O BUILDING AND INFORMATION HEREON REMAINS THE PROPERTY OF BE USED ANY WITHOUT OF WITH APPROPRIATE OVERFLOW TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3 .2003 PART 3 STORM WATER DRAINAGE, AS/NZS 3500.5, HB 114 AND HB 39. CPSELECTED CARPET FINISH.- REFER SPECIFICATION AND SCHEDULES. DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIEN OR DP&SDOWNDESIGNER.PIPE WITH SPREADER. SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR EGEAVESDESIGNER.GUTTER. SELECTED EAVES SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. DESIGN TO ENSURE RAINWATER DOES NOT FLOW BACK INTO BUILDING, OVERFLOW MEASURES MUST BE SIZED TO ACCOMODATE IN 100 YEAR RAINFALL EVENT. COLORBOND COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS. CONFIRM WITH CLIENT OR DESIGNER. MRSELECTED METAL DECK ROOFING TO SUIT INDICATED ROOF SLOPE. REFER RT-02. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR DESIGNER. RTSELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER RT-01. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR DESIGNER. RWHRAIN WATER HEAD WITH OVERFLOW POP. 390MM W 300MM H 250MM D. COLOUR: COLORBOND, MATCH GUTTER. SHSHOWER ROSE. SELECTED SHOWER ROSE. REFER CLIENT OR DESIGNER. SLSKYLIGHT. PITCHED ROOF SKY LIGHT.DOUBLE GLAZED,NOM: 1180x550. THTOILET ROLL HOLDER. SELECTED TOILET ROLL HOLDER. AS OR AS PER AS PER AS PER TOWN SPECIFICATION WT-03WALL TYPE 3. 90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-04WALL TYPE 4. 165mm ACRYLIC RENDERED POLYSTYRENE WALL CLADDING. 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. INSTALL AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.WALL INSULATION TO ENERGY RATERS REPORT. RENDER COLOUR AS PER ENDORSED TOWN PLANNING REQUIREMENT. REFER SPECIFICATION AND SCHEDULE. 107.07.2021Building Permit Issue
PLANNING REQUIREMENT. REFER
ENDORSED
ENDORSED TOWN PLANNING REQUIREMENT. REFER SPECIFICATION AND SCHEDULE. WT-02WALL TYPE 2. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD
AND SCHEDULE.
FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:43:57 PM3AD19010PM 164 Scoresby Road Boronia FIRST FLOOR PLAN A005 Scale1 501A009 FIRST FLOOR PLAN -UNIT11 FINISHES TAGDESCRIPTIONLEGEND BGBOX GUTTER. 300mm WIDE COLORBOND BOX GUTTER TO BE DESIGNED AND INSTALLED
A011A01111A0101 A0101 UNIT 1 A0102A0102 A011A0113322.5°FALL 22.5° FALL 22.5°FALL 22.5° FALL 22.5°FALL 22.5° FALL BOUNDARY LINE LINEBOUNDARY BOUNDARY LINE 300 mm BOX GUTTER GUTTERBOXmccm300GUTTERBOXmm300 SUMP =DP + OverflowSUMP+DP+Overflow 22.5°FALL 22.5°FALL 22.5°FALL 22.5° FALL 22.5°FALL RWH 300 mm BOX GUTTER 300 mm BOX GUTTER 3°FALL EG EG EG EG EG EG EG EG EG 45518001026010808001258938504551555547051080125045301025247527705403620 5 4 0 1 0 1 0 1 0 9 0 0 1 2 3 0 1 0 1 5 3 5 9 4 1 3 1 4 0 5 4 0 1 0 1 0 9 1 1 0 3 5 4 0 4 9 6 3 5 9 4 7 0 6 4 3 0 1 4 1 5 6 DP DP DP DP&SDP&S 1 2 3 4 5 6 7 8 9 A B C D E F G H RT RT RT RT RT RT RT RT MR EXISTING ROOF EXISTING ROOF RT 449 4 5 0 450 4 5 0 450 4 5 0 450 4 5 0 4 5 0 4 5 0 450 RWH RWH BG +SUMP+DP OverflowA017A01733 A0174A0174 HOT WATER SERVICE SOLAR HOT WATER SOLAR PANELS CONECTED TO SOLAR HOT WATER TANK WITH GAS BACK-UP. REFER TO PLANS FOR LOCATION OF SOLAR PANELS & HWS CONTACT: (OR APPROVED EQUIVALENT CONTACT) UNITSOLARGAIN1228DOWN ST, COLLINGWOOD VIC 3066 TEL: 1300 73 93 55 EMAIL: sg.info@solargain.com.au NOTE: APPROVED EQUIVALENT TO BE SUITABLE FOR LOCAL CLIMATE. HOTSOLAR WATER CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:01 PM3AD19010PM 164 Scoresby Road Boronia ROOF PLAN A006 Scale1 50 ROOF PLAN -UNIT 11 FINISHES LEGEND TAG DESCRIPTION BGBOX GUTTER. 300mm WIDE COLORBOND BOX GUTTER TO BE DESIGNED AND INSTALLED WITH APPROPRIATE OVERFLOW PROVISION TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3 .2003 PART STORM WATER DRAINAGE, AS/NZS 3500.5, HB 114 AND HB 39. DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR DESIGNER. DP&SDOWN PIPE WITH SPREADER. SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR DESIGNER EGEAVES GUTTER. SELECTED EAVES SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. DESIGN TO ENSURE RAINWATER DOES NOT FLOW BACK INTO BUILDING, OVERFLOW MEASURES MUST BE SIZED TO ACCOMODATE IN 100 YEAR RAINFALL EVENT. COLORBOND COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS. CONFIRM WITH CLIENT OR DESIGNER. MRSELECTED METAL DECK ROOFING TO SUIT INDICATED ROOF SLOPE. REFER RT-02. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR DESIGNER. RTSELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER RT-01. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR DESIGNER. RWHRAIN WATER HEAD WITH OVERFLOW POP. 390MM W 300MM H 250MM D. COLOUR: COLORBOND, MATCH GUTTER. 107.07.2021Building Permit Issue
B G H K L M P QR C1 ELECTRICAL LEGEND SYMBOL DESCRIPTION/SPECIFICATION REMARKS/EXAMPLES PH/DHTREXTTV AB AFL EF SA SP MD HA SM ES DM FM 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. Denotes GPO to be mounted 180mm Above Bench. Denotes height of GPO to be mounted above finished floor level. 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. 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 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 LED5WattsWall 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 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 sealing devise such as a self-closing damper, filter or the like. Fans to provide a min 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. Denotes smoke alarm. Selected 1,2,3 & 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 dimmer switch. Denotes energy saving Typically 6w powered light Denotes Speakers. Speakers to be connected to audio & tv outlets Soffit DenotesMountedFloorMounted Box with tile finish lid C2 Colour as selected Suspended Pendant Light -Opal Diffuse Type C2 MS Denotes Motion/Occupancy Sensor S LED Tube Light Ceiling Mounted Type S -PHILLIPS T8 -20 Watts Colour as selected C Lighting Pendant Mount Delray Type C -120V 18W Fluorescent GGGGGG GS SG GGGGGG G G C2C2C2 GG GG G GGG GGGEFEF MEFS MGSAG SASASASA 2 way way2 2 way 2 way2 way TV PH/D PH/D AB ABABAB FFLFFLFFL117.45116.70116.70 2 3 4 5 6 7 8 9 A B C D E F G MB CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:04 PM3AD19010PM 164 Scoresby Road Boronia GROUND FLOOR REFLECTED CEILING PLAN A007 Scale1 501A009 ELECTRICAL GROUND CEILING PLAN2 107.07.2021Building Permit Issue
B G H K L M P QR C1 ELECTRICAL LEGEND SYMBOL DESCRIPTION/SPECIFICATION REMARKS/EXAMPLES PH/DHTREXTTV AB AFL EF SA SP MD HA SM ES DM FM 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. Denotes GPO to be mounted 180mm Above Bench. Denotes height of GPO to be mounted above finished floor level. 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. 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 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 LED5WattsWall 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 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 sealing devise such as a self-closing damper, filter or the like. Fans to provide a min 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. Denotes smoke alarm. Selected 1,2,3 & 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 dimmer switch. Denotes energy saving Typically 6w powered light Denotes Speakers. Speakers to be connected to audio & tv outlets Soffit DenotesMountedFloorMounted Box with tile finish lid C2 Colour as selected Suspended Pendant Light -Opal Diffuse Type C2 MS Denotes Motion/Occupancy Sensor S LED Tube Light Ceiling Mounted Type S -PHILLIPS T8 -20 Watts Colour as selected C Lighting Pendant Mount Delray Type C -120V 18W Fluorescent GG GGG GGGG GG GGG GGGG GG EFGG EFSASA AB way2 TV 2 3 4 5 6 7 8 B C D E F G CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:07 PM3AD19010PM 164 Scoresby Road Boronia FIRST FLOOR REFLECTED CEILING PLAN A008 Scale1 501A009 ELECTRICAL FIRST CEILING PLAN2 107.07.2021Building Permit Issue
RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF UNIT 1 N.G.L PROPOSED 1.2M PAILING FENCE N.G.L on Boundary LINEBOUNDARYLINEBOUNDARY RL U1 117.450GCL RL U1 120.400FCL EG 2 5 0 0 4 5 0 2 5 5 0 9 0 0 6 4 0 0 W081FFW091FF 3 A L 22.5°FALL DP&SDP RL U1 GARAGE113.850 A B C D E FG H RT RF 01 FB RF 01 RT RT FB DP&S EG 1700 SL RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF UNIT1 EXISTING HOUSE LINEBOUNDARYLINEBOUNDARY N.G.LN.G.L ON BOUNDARY PROPOSED 1.8M PAILING FENCE PROPOSED 1.8M PAILING FENCE FL 122.26 RL U1 117.450GCL RL U1 120.400FCL 9 0 0 2 5 5 0 4 5 0 2 5 0 0 6 4 0 0 RWH EG EG EGEG DP DP W051FF W161FF W031GF W021GF W011GF 1GFD012GFD11 W061FFW071FF DP&SDP&SDP&S DP RL U1 GARAGE113.850 1GFD03 987654321 RT RT FB FBFB FB RF 02 RF 01RF 01 RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF EXISTING 1.6M PAILING BROKEN FENCE ON BOUNDARY EXISTINGHOUSE UNIT EXISTING 2.2M PAILING FENCE ON BOUNDARY WALL AREA 38 M2 AVERAGE HEIGHT (AREA LENGTH): 38 M2 13.27 M = 2.86 NOTE: WINDOWS TO BE SCREENED WILL HAVE FIXED OBSCURE GLAZING (NON-OPENABLE) TO HEIGHT OF 1.7 METRES ABOVE FINISHED FLOOR LEVEL FL 122.26 LINEBOUNDARY LINEBOUNDARY N.G.L ON BOUNDARY N.G.L ON BOUNDARY N.G.L FL 119.66 12140 RL U1 117.450GCL RL U1 120.400FCL SELECTED TILE ROOF @ 22.50 PITCH SELECTED COLORBOND FASCIA, GUTTER AND DOWNPIPES RENDER FINISH -WHITE AS SPECIFIED FACE BRICK AS SPECIFIED 3 2 0 0 OUTLINE OF SHOWNNEIGHBOURINGEXISTINGGARAGEHATCHED 2 5 0 0 4 5 0 2 5 5 0 9 0 0 6 4 0 0 RWHDP RWH W111FF W101FF RL U1 113.850GARAGE 1 2 3 4 5 6 7 8 9 RFRT01 FB FB FB RTRF 01 EG 1700 RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGFN.G.LN.G.L ON BOUNDARY EXISTING 1.6M PAILING FENCE ON BOUNDARY EXISTING 2.0M PAILING FENCE ON BOUNDARY ADJACENT GARAGE WALL ON BOUNDARY NOTE: WINDOWS TO BE SCREENED WILL HAVE FIXED OBSCURE GLAZING (NON-OPENABLE) TO A HEIGHT OF 1.7 METRES ABOVE FINISHED FLOOR LEVEL UNIT1 LINEBOUNDARY LINEBOUNDARY RL U1 117.450GCL RL U1 120.400FCL W151FF W141FF W131FF W121FF 2 5 0 0 4 5 0 2 5 5 0 9 0 0 6 4 0 0 DPDP DP RWH 6291100002084 122.26 118.59 1GFD10 DP&S 22.5°22.5°FALL RL U1 GARAGE113.850 W041GF1GFD04 HGFEDCBA RTRF 01 FB FB RT 1 7 0 0 MATERIAL LEGEND RF-02WITHGRF-01FBRT-TILEDROOF(DarkerGrey)FACEBRICK(Brown)RENDERFINISH-WHITESECTIONALGARAGEDOORDAYLIGHTRENDERFINISH-GREY CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:15 PM3AD19010PM 164 Scoresby Road Boronia PROPOSED ELEVATIONS A009 Scale1 1001TP3 EAST ELEVATION1 Scale 1 1001TP3 NORTH ELEVATION2 Scale 1 1001TP3 SOUTH ELEVATION3 Scale1 1001TP3 WEST ELEVATION4
107.07.2021Building Permit Issue 230.08.2021Build over Easement
FINISHES LEGEND TAG DESCRIPTION DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIEN OR DESIGNER. DP&SDOWN PIPE WITH SPREADER. SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR EGEAVESDESIGNER.GUTTER. SELECTED EAVES SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. DESIGN TO ENSURE RAINWATER DOES NOT FLOW BACK INTO BUILDING, OVERFLOW MEASURES MUST BE SIZED TO ACCOMODATE A 1 IN 100 YEAR RAINFALL EVENT. COLORBOND COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS. CONFIRM WITH CLIENT OR DESIGNER. FBFACE BRICK FINISH.BRICK COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. RF-01RENDER FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR SIMILAR) RF-02RENDER FINISH TYPE 2. SELECTED RENDER FINISH. CREAM COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR CHAMOIS OR SIMILAR) RTSELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER RT-01. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR SLSKYLIGHT.DESIGNER.PITCHED ROOF SKY LIGHT.DOUBLE GLAZED,NOM: 1180x550.
RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF RL U1 117.450GCL RL U1 120.400FCL UNIT 1 2 5 5 0 2 5 0 0 DASHED LINE DENOTES NGLFOOTING AS ENGINEER DRAWINGS, FOOTING, JOISTS AND BEAERS TO STRUCTURAL ENGINEERS DESIGN & DETAILS 1FFD171FFD16 1GFD03 1GFD081GFD10 BED ROOM 2 BEDROOM 3 LIVING ROOM KITCHENLAUNDRY DP EG EG EG 225 FALL 225°FALL 225 FALL 225° FALL 2GFD11 WT 01 RL U1 GARAGE113.850 2 3 4 5 6 7 8 9 WTBG 02 WT 04 FT 07 FT 06 FT 01 RT 01 RT 03 CT 01 CT 01 WTEG04 RT 03 DECK GARAGE RT RT 03CT 01 TT TT PBPB PB PB PB SL EXISTING NGL DP&S 4 0 0 AGI PIPE TO CIVILPERIMETERDRAWINGSENGINEERS TIMBER/CONC SLEEPER RETAINING WALL TO DECKING EDGE. REFER STRUCTURAL ENGINEERS DRAWINGS FOR SIZING, POST & FOOTINGS. PROVIDE GEOFABRIC & AGGY DRAIN. CONNECT DRAIN TO NEAREST EXISTING STORMWATER DRAIN. SELECTED 20mm TIMBER DECING ON TIMBER SUBFLOOR FRAMING, TIMBER JOIST ON TIMBER BEARING ON STUMPS TO STRUCTURAL ENGINEERS DRAWINGS. AGI PIPE TO CIVIL DRAWINGSENGINEERS CONC SLAB AND FOOTING TO STRUCTURAL ENGINEERS DRAWING RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF RL U1 117.450GCL RL U1 120.400FCL UNIT 1 9 0 0 2 5 5 0 4 5 0 2 5 0 0 CONCRETE RAFT SLAB TO STRUCRAL ENGINEERS DESIGN & DETAILS 1GFD06 1GFD02 W161FF BEDROOM GARAGE WT 01 WT 03 WT 03 RT 03 EG 122.26 225°FALL 225°FALL W051FF 6 4 0 0 2GFD11 117.20 W061FFW071FF RL U1 GARAGE113.850 98765432 DPRT 03 WT 01 EG CT 01 RF 01 CT 01 WT 02 EG WT 03WT 03 WT 03 WT 02 RT 03 DP&SRTRTRT PB PB RF 01 DP&S EG 225°FALL RT CT 02 CONC DRIVEWAY TO ENGINEERSSTRUCTURALDRAWINGS CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION M:0450918382 E:bim@hidraft.com.au HiDRAFT50 26/08/2022 6:44:20 PM3AD19010PM 164 Scoresby Road Boronia PROPOSED SECTIONS A010 Scale1 501A004 SECTION C1 Scale1 501A003 SECTION D2 FINISHES LEGEND TAG DESCRIPTION BGBOX GUTTER. 300mm WIDE COLORBOND BOX GUTTER TO BE DESIGNED AND INSTALLED WITH APPROPRIATE OVERFLOW PROVISION TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3 .2003 PART 3 STORM WATER DRAINAGE, AS/NZS 3500.5, HB 114 AND HB 39. CT-01CEILING TYPE 1. TYPICALLY 10MM PLASTERBOARD CEILING LININGS ON "RONDO" (OR SIMILAR APPROVED) 25MM METAL CEILING BATTENS FIXED 450MM CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, TIMBER RAFTERS TRIMMERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS TO ALL INTERNAL CEILING AREAS." CT-02CEILING TYPE 2. 6MM VILLABOARD SOFFIT/EAVES LININGS FIXED TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, RAFTERS OUTRIGGERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. ALLOW TO PLASTER STOP JOINTS IN SHEETS." DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIEN OR DESIGNER. DP&SDOWN PIPE WITH SPREADER. SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR EGEAVESDESIGNER.GUTTER. SELECTED EAVES SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. DESIGN TO ENSURE RAINWATER DOES NOT FLOW BACK INTO BUILDING, OVERFLOW MEASURES MUST BE SIZED TO ACCOMODATE IN 100 YEAR RAINFALL EVENT. COLORBOND COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS. CONFIRM WITH CLIENT OR DESIGNER. FT-01FLOOR TYPE 1. CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWING AND FT-06FLOORSPECIFICATION.TYPE6.SELECTED TIMBER FLOOR BOARDS ON STRUCTURAL FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDELINES. FT-07FLOOR TYPE 7. SELECTED TILE FLOORING ON FIBRECEMENT UNDERLAY ON STRUCTURAL FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDELINES PBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR RF-01RENDERDESIGNER.FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED PPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR SIMILAR) RTSELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER RT-01. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR RT-01ROOFINGDESIGNER.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 & RT-03ROOFINGSPECIFICATIONS.TYPE3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. SLSKYLIGHT. PITCHED ROOF SKY LIGHT.DOUBLE GLAZED,NOM: 1180x550. TTTIMBER TRUSS. REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION. SLOPING NGL EXISTING NGL AT SECTION 107.07.2021Building Permit Issue
RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF RL U1 117.450GCL RL U1 120.400FCL BEDROOM 3 BEDROOM 1 KITCHEN DASHED LINE DENOTES APPROX. NGL CONCRETE RAFT SLAB TO STRUCTURAL ENGINEERS DESIGN DETAILS FOOTING AS ENGINEER DRAWINGS, FOOTING, JOISTS AND BEAERS TO STRUCTURAL ENGINEERS DESIGN DETAILS 3 4 5 0 2 5 5 0 2 5 0 0 W041GF 1GFD10 1GFD02 1FFD181FFD17W101FF 1GFD03 ENTRYNEIGHBOURSEXISTINGGARAGE 1 8 0 250 2 5 0 0 4 5 0 2 5 5 0 9 0 0 6 4 0 0 1 5 0 225 FALL 225° FALL 225 FALL EG 122.26 118.59 EG EG 225 FALL 225 FALL WT 02 RL U1 GARAGE113.850 WT 04 RF 01 WT 02 FT 07 EG FT 01 FT 06 WT 02 A B C D E F G H RT 03 RT RT RT RT 03 RT 03 WT 04 CT 01 CT 01 CT 01 BG FT 07 FT 06 PB PB PB PB PB PB PB CT 02 CT 02 BOUNDRY m n 1 5 0 MAX 2000 4 0 0 AGI DRAIN TO CIVIL ENGINEERS DRAWINGS RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF RL U1 117.450GCL RL U1 120.400FCL BED ROOM 2LIVING ROOM DASHED LINE DENOTES NGL 1GFD02 1FFD18 1GFD08 1GFD09 GARAGE LIVING ROOM CONCRETE SLAB TO STRUCTURAL ENGINEERS DESIGN & DETAILS FOOTING AS ENGINEER DRAWINGS, FOOTING, JOISTS AND BEAERS TO STRUCTURAL ENGINEERS DESIGN DETAILS 1GFD01 1FFD16 2 5 0 0 2 5 5 0 GARAGENEIGHBOURSEXISTING GRATING SWCONNECTDRAINTOEXISTINGDRAINCONCDRIVEWAYSLAB TO STRUCTURAL ENGINEERS DRAWINGS UNDERPINING TO EXISTING STRUCTURE TO STRUCTURAL ENGINEERS DRAWINGS 2 5 0 0 4 5 0 2 5 5 0 9 0 0 6 4 0 0 122.26 225 FALL 225°FALL 225°FALL EG EGEG 118.59 DP DP HGFEDCBA PB PB PB PB FB RT 03 WT 04 RT 03 BGFT 07 FT 06 FT 01 WT 01CT 01 RT 03 FAS FAS CT 02 CT 02 CT 02 4 0 0 2000 MAX M N 1 5 0 AGI DRAIN TO CIVIL ENGINEERS DRAWINGS CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION M:0450918382 E:bim@hidraft.com.au HiDRAFT50 26/08/2022 6:44:25 PM3AD19010PM 164 Scoresby Road Boronia PROPOSED SECTIONS A011 Scale 1 501A003 SECTION A1 Scale 1 501A003 SECTION B3 FINISHES LEGEND TAG DESCRIPTION BGBOX GUTTER. 300mm WIDE COLORBOND BOX GUTTER TO BE DESIGNED AND INSTALLED WITH APPROPRIATE OVERFLOW PROVISION TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3 .2003 PART 3 STORM WATER DRAINAGE, AS/NZS 3500.5, HB 114 AND HB 39. CT-01CEILING TYPE 1. TYPICALLY 10MM PLASTERBOARD CEILING LININGS ON "RONDO" (OR SIMILAR APPROVED) 25MM METAL CEILING BATTENS FIXED 450MM CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, TIMBER RAFTERS TRIMMERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS TO ALL INTERNAL CEILING AREAS." CT-02CEILING TYPE 2. 6MM VILLABOARD SOFFIT/EAVES LININGS FIXED TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, RAFTERS & OUTRIGGERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. ALLOW TO PLASTER STOP JOINTS IN SHEETS." DPDOWN PIPE.SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR DESIGNER EGEAVES GUTTER. SELECTED EAVES SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. DESIGN TO ENSURE RAINWATER DOES NOT FLOW BACK INTO BUILDING, OVERFLOW MEASURES MUST BE SIZED TO ACCOMODATE A 1 IN 100 YEAR RAINFALL EVENT. COLORBOND COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS. CONFIRM WITH CLIENT OR FASFASCIA.TIMBERDESIGNER. FASCIA IN SELECTED PAINT FINISH. FBFACE BRICK FINISH.BRICK COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. FT-01FLOOR TYPE 1. CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWING AND FT-06FLOORSPECIFICATION.TYPE6.SELECTED TIMBER FLOOR BOARDS ON STRUCTURAL FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION FT-07FLOORGUIDELINES.TYPE 7. SELECTED TILE FLOORING ON FIBRECEMENT UNDERLAY ON STRUCTURAL FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDELINES. PBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE CA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR DESIGNER. RF-01RENDER FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR RTSELECTEDSIMILAR)TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER RT-01. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM WITH CLIENT OR DESIGNER. RT-03ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. 107.07.2021Building Permit Issue
40 4920 40 5000 2400 2400 50 720 50 820 50 2350 2150 50 820 50 200 50 1170 50 2050 50 2150 50 820 50 920 50 2100 50 2100 50 720 50 820 2150 75 1950 75 2100 75 3800 75 3950 50 2100 50 720 50 820 2150 40 2920 40 3000 2100 50 2100 50 720 50 820 2150 2150 50 820 50 920 50 2100 1GFD02 GARAGE SOLID CORE HARDWOOD HINGEDH=2400DOOR W=820 1GFD01 UNIT 1 GARAGE ALUMINIUM ROLLER SHUTTER DOOR H=2400 W=5000 1GFD03 ENTRY GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDER COAT FINISH. H=2150 W=1170 1GFD04 GARAGE SOLID CORE HARDWOOD HINGEDH=2150DOOR W=820 1GFD05 BEDROOM SOLID CORE HARDWOOD HINGEDH=2150DOOR W=920 1GFD06 BATH / ENS SLIDING TIMBER DOOR IN SELECTED PAINT H=2150FINISH W=920 50 2100 50 720 50 820 2150 1GFD07 BATH ENS SOLID CORE HARDWOOD HINGED DOOR IN SELECTED PAINT FINISH. H=2150 W=820 D08GF LAUNDRY SOLID CORE HARDWOOD HINGEDH=2150DOOR W=820 1GFD10 LIVING GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDER COAT FINISH. H=2175 W=3950 1GFD10 PANTRY SOLID CORE HARDWOOD HINGEDH=2150DOOR W=820 1GFD11 UNIT 2 GARAGE ALUMINIUM ROLLER SHUTTER DOOR H=2100 W=3000 1FFD14 BATH SOLID CORE HARDWOOD HINGEDH=2150DOOR W=820 D16FF BEDROOM 2 SOLID CORE HARDWOOD HINGEDH=2150DOOR W=920 820 50 720 50 2100 50 2150 FFLFFLFFL 820 50 720 50 50 21502100 50 820 50 920 50 2050 1GFD05 GARAGE SOLID CORE HARDWOOD HINGEDH=2100DOOR W=920 2100 1GFD13 STORAGE SOLID CORE HARDWOOD HINGEDH=2150DOOR W=820 820 50 720 50 50 21502100 50 2100 50 720 50 820 2150 1FFD15 WC SOLID CORE HARDWOOD HINGEDH=2150DOOR W=820 2150 50 820 50 920 50 2100 D171FF BEDROOM 3 SOLID CORE HARDWOOD HINGEDH=2150DOOR W=920 2150 50 820 50 920 50 2100 D161FF BEDROOM 3 SOLID CORE HARDWOOD HINGEDH=2150DOOR W=920 GLAZINGGLAZINGTYPE GROUP WHOLEOFWINDOWVALUE LOCATION DEFAULT U SHGC ALM-003-01 A4.800.51GROUPAGLAZING ALM-004-01ALUMINIUMFRAMEDOUBLEGLAZEDAIRFILLCLEAR-CLEAR B4.80 0.59 GROUPBGLAZING ALUMINIUMFRAMEDOUBLEGLAZEDAIRFILLCLEAR-CLEAR GROUP OPENING A READB•DOUBLE•AWNING,BIFOLD,CASEMENT,TILT&TURN,ENTRYDOOR,FRENCHDOOR,HINGEDDOORHUNG,FIXED,LOUVRE,SLIDING,STACKERDOORDOORANDWINDOWSCHEDULEINCONJUNCTIONWITHENERGYRATERSREPORT. CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North North M:0450918382 E:bim@hidraft.com.au HiDRAFT25 26/08/2022 6:44:29 PM3AD19010PM 164 Scoresby Road Boronia DOOR SCHEDULE A012 107.07.2021Building Permit Issue
4. CONTRACTOR TO VERIFY WITH OWNER FOR FULL EXTENT OF ANY WINDOWS TO BE PROVIDED WITH FLY SCREENS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
4.3.2.1.
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.
W021GF BEDROOM SELECTED POWDER COATED ALUMINIUM IMPROVED TYPE FRAME WITH AWNING FIXED CLEAR GLAZING PANEL. REFER ENERGY RATERS REPORT FOR GLAZING REQUIREMENT. H=2100 W=600 W011GF BEDROOM SELECTED POWDER COATED ALUMINIUM IMPROVED TYPE FRAME WITH AWNING & FIXED CLEAR GLAZING PANEL. REFER ENERGY RATERS REPORT FOR GLAZING REQUIREMENT. H=2100 W=600 W031GF BEDROOM SELECTED POWDER COATED ALUMINIUM IMPROVED TYPE FRAME WITH AWNING & FIXED CLEAR GLAZING PANEL. REFER ENERGY RATERS REPORT FOR GLAZING REQUIREMENT. H=2100 W=600 W041GF LIVING SELECTED POWDER COATED ALUMINIUM IMPROVED TYPE FRAME WITH AWNING CLEAR GLAZING PANEL. REFER ENERGYRATERS REPORT FOR REQUIREMENT.GLAZING H=1500 W=1000 W051FF STAIR SELECTED POWDER COATED ALUMINIUM IMPROVED TYPE FRAME WITH AWNING CLEAR GLAZING PANEL. REFER ENERGYRATERS REPORT FOR REQUIREMENT.GLAZING H=1000 W=700 W061FF BEDROOM 1 SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED CLEAR GLAZING PANEL H=1000 W=1500 W081FF BEDROOM 1 GLAZED ALUMINIUM SLIDING WINDOW IN H=500W=2300SELECTED W091FF BEDROOM 2 GLAZED ALUMINIUM SLIDING WINDOW IN H=500W=2300SELECTED W101FF BEDROOM 2 SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED OBSCURE GLAZING PANEL H=1500 W=2100 W141FF BATH SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED CLEAR GLAZING PANEL H=500W=1500 W161FF LIVING SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED CLEAR GLAZING PANEL H=500W=2100 2100 600 2100 600 2100 600 1500 600 1000 2300 500 1700 2300 1500 500 1700 1500 1000 W071FF BEDROOM 1 SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED CLEAR GLAZING PANEL H=1000 W=1500 1500 1000 1200 2100 W111FF BEDROOM 3 SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED OBSCURE GLAZING PANEL H=1500 W=2100 2100 1500 700 W121FF BEDROOM 3 SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED OBSCURE GLAZING PANEL H=1500 W=2100 2100 1500 700 W151FF LIVING SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED OBSCURE GLAZING PANEL H=1500 W=2100 2100 1500 700 2100 1200 1000 5 1 0 0 ( n s T O L G F L E V E L 1 0 0 0 700 1000 1700 500 W131FF BATH SELECTED POWDER COATED ALUMINIUM INPROVED TYPE FRAME WITH FIXED CLEAR GLAZING PANEL H=500W=1000 600 1500 600 1500 600 1500 2100 GL1GL1 GL1GL1 GL1GL1 GL1 GL1 FINISHFINISHFLOORLEVELFLOORLEVEL FINISHFLOORLEVEL 2200 1700 500 700 1000 EQ 1500EQ 700 2200 1700 500 700 1000 EQ EQ GL2GL2 GL1 GL2GL2GL12200 1700 500 22002200 1200 1000 2200 GL1GL1 GL1GL1 EQ EQ EQ EQ 600 1020 600600 1020 600 GL1 GL1 GL1 GL1 GL1 GL1 1700 500 2200 2200 2200 22002200 EQ EQ 1700 500 EQ EQGL2GL2GL1 GL1 GL1 GL1 GL1 GL2GL2 GL1 GLAZINGGLAZINGTYPE GROUP WHOLEOFWINDOWVALUE LOCATION DEFAULT U SHGC ALM-003-01 A4.800.51GROUPAGLAZING ALM-004-01ALUMINIUMFRAMEDOUBLEGLAZEDAIRFILLCLEAR-CLEAR B4.80 0.59 GROUPBGLAZING ALUMINIUMFRAMEDOUBLEGLAZEDAIRFILLCLEAR-CLEAR GROUP OPENING A READB•DOUBLE•AWNING,BIFOLD,CASEMENT,TILT&TURN,ENTRYDOOR,FRENCHDOOR,HINGEDDOORHUNG,FIXED,LOUVRE,SLIDING,STACKERDOORDOORANDWINDOWSCHEDULEINCONJUNCTIONWITHENERGYRATERSREPORT. WINDOW NOTES 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.
6. ALL WINDOWS & DOORS ARE SHOWN AS EXTERNALLY ELEVATED. CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING
THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION North North M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:33 PM3AD19010PM 164 Scoresby Road Boronia WINDOW SCHEDULE A013 107.07.2021Building Permit Issue
A015 42 13 A015A0157 8 5 6 2580152501275 1 0 0 0 2 6 4 0 7 0 0 70023669500901275 9 0 2 2 0 0 9 0 2 4 0 0 520 520 KITCHEN LAUNDRY PANTRY CUPBOARD ABOVE REFRIGERATOR 310 TUBWMBTBTBT CTP SNK 01 620 RL U1 114.900GFL RL U1 117.450GCL 1GFD091GFD08 9 0 0 300700700 320 5 0 7 5 0 8 5 0 9 0 0 7004051200610425700300 5 0 7 5 0 8 5 0 9 0 0 320 CTP SNK 01 DW 01 9 0 0 700620620620 9 0 0 8 5 0 7 5 0 5 0 1 8 0 0 7 0 0 5 0 RECESSED RANGEHOOD GLASSSPLASHBACK 950700 790828148 CTPRH2 5 5 0 475475600600600382 SNK 01 635635635 5 0 8 5 0 7 5 0 9 0 0 635635635 SPLASHBACK 5 0 8 5 0 7 5 0 9 0 0 2 5 5 0 520 320 5 0 8 5 0 7 5 0 9 0 0 TUBTLESSPLASHBACK SHELFSHELFSHELF 520 320 RL U1 114.900GFL RL U1 117.450GCL 480620620480 700 5 0 8 5 0 7 5 0 9 0 0 T ESSP SHBACK TUB 20690690 WM A01511 12 9 10 BATH & ENSUITE 1800440440900 1 7 0 0 5 5 0 WCWHBWHB SH 900 TW 2 0 0 0SH RL U1 114.000LGF WC SH 7 6 8 2 0 0 0 TW 9 0 0 3 0 0 6 5 0 9001800 MIR WHB WHB WC 2 0 0 0 2 7 0 0 SH 1GFD07MIRWHB6 5 0 3 0 0 9 0 0 550 A01513 16 15 14 A01517 18 8251600 5 5 0 1 5 0 0 9 0 1 0 0 0 9 0 POWDERBATH 2 0 3 0TW SHR 812 2 5 0 0 SH 9 0 0 2 0 0 7 5 0 2 0 3 0 WHBMIR W141FF 550 SH TW 9 0 0 2 0 0 7 5 0 2 0 3 0 8251600 MIR WHBWHB W141FF SH RL U1 117.900FFL RL U1 120.400FCL 9 0 0 2 0 0 7 5 0 550 WHB MIR 1FFD14 EQEQ WC TH 2 5 0 0 W131FF PB RL U1 117.900FFL RL U1 120.400FCL 515 6 0 0 7 3 8 TH WC PB CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION M:0450918382 E:bim@hidraft.com.au HiDRAFT50 26/08/2022 6:44:42 PM3AD19010PM 164 Scoresby Road Boronia INTERNAL ELEVATION A015 Scale1 : 501A009 KITCHEN FLOOR PLAN -U11 SCALE150 KITCHEN -4 SCALE150 KITCHEN -2 SCALE150 KITCHEN -3 SCALE150 KITCHEN -1 SCALE150 PANTRY -2 SCALE150 PANTRY-1 SCALE150 LAUNDRY -1 SCALE150 LAUNDRY -2 Scale1 : 501A009 ENSUITE FLOOR PLAN -U12 SCALE150 ENSUITE -3 SCALE150 ENSUITE -4 SCALE150 ENSUITE -1 SCALE150 ENSUITE -2 FIXTURE AND FINISHES SCHEDULE TAGSDESCRIPTIONS BTBENCHTOP (REFER SPECIFICATION AND SCHEDULES.) CTPCOOK TOP. REFER SPECIFICATION AND SCHEDULES. DW-01DISHWASHER. REFER SPECIFICATION AND SCHEDULES. MIRMIRRORPBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR RHRANGEHOOD.DESIGNER.REFERSPECIFICATION AND SCHEDULES. SH SHOWER ROSE. SELECTED SHOWER ROSE. REFER CLIENT OR DESIGNER. SNK-01SINK. REFER SPECIFICATION AND SCHEDULES. TH TOILET ROLL HOLDER. SELECTED TOILET ROLL HOLDER. REFER CLIENT OR DESIGNER. TUB LAUNDRY TROUGH. SELECTED LAUNDRY TROUGH. REFER CLIENT OR DESIGNER. TW TOWEL RAIL. WALL MOUNTED TOWEL RAIL. REFER CLIENT A WC WATER CLOSET. REFER SPECIFICATION AND WHBWASHSCHEDULES.HANDBASIN.WMWASHINGMACHINE. Scale 1 : 501A009 BATH & WC FLOOR PLAN -U19 SCALE150 BATH -1 SCALE150 BATH -2 SCALE150 BATH -3 SCALE150 BATH -4 SCALE150 WC -1 SCALE150 WC -2 107.07.2021Building Permit Issue
A016A01622 1 1 0 0 1 2 5 0 L A N D I N G 7 5 0 M N 2 7 5 0 1100 4 5 D E F ENTRY RL U1 117.900FFL RL U1 114.000LGF RL U1 120.400FCL 250 1 6 2 1 1GFD02 RL U1 GARAGE113.850 2 5 0 0 3 9 0 0 1 5 0 1 0 0 0 1 2 0 0 STORAGE ENTRY PORCH GARAGE C D E F G 1 8 6 9 2 0 RT 03 PB RF 01 PB PB HR RT 03 CEILING LINING ON FRAMING TO STRUCTURAL ENGINEERS DRAWINGS. DP&S EG TT CT 01 FT 07 FT 01 1 5 0 1 5 0 CONC PAVING TO ENGINEERSSTRUCTURALDRAWINGS CONC. SLAB DRAWINGSSTRUCTURALTOENGINEERS CONC SLAB AND FOOTING TO STRUCTURAL ENGINEERS DRAWINGS PB CEILING LINING ON BATTENS IN SELECTED PAINT FINISH CT 01 CT 02 CT 01 2 0 1 7 2 7 0 7 270 270 x 38 HW TREADS HOUSED INTO STRINGER PROVIDE NON-SKID NOSING ON STAIR TREADSA B O V E N O S I N G 9 0 0 300 x 50 F7 STRINGER PLASTERBOAD LINING ON FRAMING AS REQUIRED TIMBER FLOORING AS SPECIFIED 1 8 6 STAIRNOTE: SLIP RESISTANCE -P3 CLASS FOR DRY AREAS AND P4 FOR WET AREAS. STAIR FINISH -TIMBER WITH 2.1m MIN. HEAD HEIGHT HANDRAIL AS SPECIFIED 250 CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:50 PM3AD19010PM 164 Scoresby Road Boronia STAIR DETAILS A016 Scale1 201A009 STAIR PLAN1 Scale1 201A016 STAIR SECTION2 FINISHES LEGEND TAG DESCRIPTION CT-01CEILING TYPE 1. TYPICALLY 10MM PLASTERBOARD CEILING LININGS ON "RONDO" (OR SIMILAR APPROVED) 25MM METAL CEILING BATTENS FIXED 450MM CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, TIMBER AFTERS TRIMMERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS TO ALL INTERNAL CEILING AREAS." CT-02CEILING TYPE 2. 6MM VILLABOARD SOFFIT/EAVES LININGS FIXED TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, RAFTERS OUTRIGGERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. ALLOW TO PLASTER STOP JOINTS IN SHEETS." DP&SDOWN PIPE WITH SPREADER. SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. COLORBOND TO MATCH EAVES GUTTER. CONFIRM WITH CLIENT OR EGEAVESDESIGNER.GUTTER. SELECTED EAVES SIZE TO AUSTRALIAN PLUMBING CODE AS/NZS 3500.3:2018. DESIGN TO ENSURE RAINWATER DOES NOT FLOW BACK INTO BUILDING, OVERFLOW MEASURES MUST BE SIZED TO ACCOMODATE 1 IN 100 YEAR RAINFALL EVENT. COLORBOND COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS. CONFIRM WITH CLIENT OR DESIGNER. FT-01FLOOR TYPE 1. CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWING AND FT-07FLOORSPECIFICATION.TYPE7.SELECTED TILE FLOORING ON FIBRECEMENT UNDERLAY ON STRUCTURAL FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDELINES HRHANDRAIL. 50MM DIAMETER TIMBER HANDRAIL WITH SELECTED WALL MOUNTED BRACKET. TIMBER FINISH AND BRACKET COLOUR REFER CLIENT OR DESIGNER. PBPLASTERBOARD FINISH.SELECTED PAINT FINISH. FOR WET AREAS, USE WET AREA PLASTERBOARD PRODUCTS AND SYSTEM THAT SATISFY THE BCA REQUIREMENTS. REFER SPECIFICATION AND SCHEDULES. CONFIRM WITH CLIENT OR RF-01RENDERDESIGNER.FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED PPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR SIMILAR) RT-03ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. COLOUR TO MATCH ENDORSED TOWN PLANNING DRAWINGS.CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. TTTIMBER TRUSS. REFER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION. 1 : 10 TYPICAL STAIR HANDRAIL 3 107.07.2021Building Permit Issue
WITH OVERFLOW RL U1 114.900GFL RL U1 114.000LGF RL U1 GARAGE113.850 A B C D E F G H 1 7 5 250 EXISTING NGL BEYOND NEW CONC. SLEEPER RETAINING WALL TO ENGINEERSSTRUCTURALDRAWINGS EXISTING NGL AGI PIPE. CONNECT TO SWD PERIMETER CONC SLEEPER RETAINING WALL TO DECKING EDGE. REFER STRUCTURAL ENGINEERS DRAWINGS FOR SIZING, POST FOOTINGS. PROVIDE GEOFABRIC & AGGY DRAIN. CONNECT DRAIN TO NEAREST EXISTING STORMWATERSELECTEDDRAIN.20mm TIMBER DECKING ON TIMBER SUBFLOOR FRAMING, TIMBER JOIST ON TIMBER BEARING ON STUMPS TO STRUCTURAL ENGINEERS DRAWINGS. AGI PIPE. CONNECT TO SWD MODIFY EXISTING GROUND AS REQUIRED AND TO LANDSCAPE DESIGNERS DRAWINGS. 500mm MAX EXCAVATION/FILLA017A01744 1 8 0 0 NEW 1.8m HIGH TIMBER PALLING FENCE CONC. FOOTING TO STRUCTURAL ENGINEERS DRAWINGS 5 5 7 6 8 6 RL U1 114.900GFL RL U1 117.900FFL RL U1 114.000LGF RL U1 117.450GCL RL U1 120.400FCL RL U1 GARAGE113.850 1 2 3 BED ROOM 2 LIVING ROOM DECK SLEEPER RETAINING WALL AND FOOTING TO TRUCTURAL ENGINEERS DRAWINGS TIMBER DECKING AND SUBFLOOR FRAMING ON STUMPS TO STRUCTURAL ENGINEERS DRAWINGS FOOTING TO STRUCTURAL ENGINERS DRAWINGS 100dDIA AGI DRAIN WRAPPED IN GEOTEXTILE FABRIC CONNECTED TO STORM WATER DRAINAGE SYSTEM LAYERS OF 0.2mm POLYTHENE MEMBRANE TO BACK OF WALL (FULL HEIGHT) MEMBRANE TO RUN DOWN BENEATH AGI PIPE EXISTING PALING FENCE 2 9 0 7 6 0 7 8 0 EASEMENT 24402560 1 5 0 BUILDER TO ENSURE ALL FOOTINGS IS OUTSIDE THE EASEMENT AREA 185 CONC FOOTING TO STRUCTURAL ENGINEERSDRAWINGSTIMBER SOLDIER POST. SUPPORT FOR TIMBER PALING FENCE. FIXED TO POSTS BELOW TIMBER PALING FIXED TO RAILS TIMBER MIDDLE RAIL TIMBER BOTTOM RAIL 3608001800 TIMBER TOP RAIL DIA.350 MIN CLEARENCE 600 45 00 ° MIN ANGLE OF REPOSE SEWER MAIN. BUILDER TO LOCATE ON SITE BEFORE STARTING PALING FENCE CONSTRUCTION ANY PALING FENCE POST 600mmFOOTING MIN CLEARENCE TO SECTION DETAIL PLAN DETAIL CONC FOOTING TIMBER POST TIMBER RAILS TIMBER PALING TIMBER RAILS SEWER MAIN SEWER MAIN. BUILDER TO LOCATE ON SITE BEFORE STARTING PALING FENCE CONSTRUCTION WILHELMA AVENUE BOUNDARY LINE LINEBOUNDARY BUILDER TO ENSURE ALL WORKS ARE WITHIN THE TITLE BOUNDARY M U S T B E M A N T A N E D 6 0 0 M N C L E A R E N C E CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: N: PROJECT ADDRESS: DRAWN BY 4.3.2.1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE FORPRECEDENCEALLREINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING O BUILDING THISCOMPONENTSDRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHOUT PRIOR CONSENT OF FLODESIGN GENERAL NOTES: A1 ISSUE FOR CONSTRUCTION REVISION SCHEDULE REVDATEDESCRIPTION M:0450918382 E:bim@hidraft.com.au AsHiDRAFTindicated 26/08/2022 6:44:54 PM3AD19010PM 164 Scoresby Road Boronia CONTRUCTION DETAILS A017 Scale 1 501A004 SECTION E3 Scale 1 501A003 SECTION THRU DECK4 SCALE120 1.8M FENCE DETAIL 107.07.2021Building Permit Issue 230.08.2021Build over Easement
SELECTED ROOF TILE COLORBOND EAVES GUTTER FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. SARKING WALL LINING AS SPECIFIED CEILING LINING A SPSECIFIED SELECTED SPECIFIEDRENDEREDPOLYSTERENECLADDINGAS SELECTED ROOF TILE COLORBOND EAVES GUTTER COLORBOND DOWN PIPR FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. SARKINGWALL LINING AS SPECIFIED CEILING LINING A SPSECIFIED SELECTED BRICK CLADDING AS SPECIFIED ROOF INSULATION TO ENERGY RATERS REPORT STEEL PORTAL FRAMING BEAM WITH BRICK LINTEL TO ENGINEERSSTRUCTURALDRAWINGS SUSPENDED CEILING FRAMING AS REQUIRED GLAZED SPECIFIEDFRAMEDALUMINIUMWINDOWAS GLAZED SPECIFIEDFRAMEDALUMINIUMWINDOWAS TIMBER DECKING AS SPECIFIED ON TIMBER FRAMING AS REQUIRED ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS REINFORCED CONCRETE FOOTING TO STRUCTURAL ENGINEERS DRAWINGS TIMBER FLOORING AS SPECIFIED 90 42 110 450 9075 450 TOP OF FFL UNDERSIDE OF UNDERSIDECEILINGOFCEILINGTYPICAL FIRST FLOOR ROOF EAVES DETAIL TYPICAL GROUND FLOOR ROOF EAVES DETAIL TYPICAL GROUND FLOOR SLAB DETAIL METAL FLASHING 9mm FIBRE CEMENT WALL SHEETING WITH APPROVED SISALATION PAPER BEHIND FIXED TO 90mm THICK TIMBER STUD WALL. SELECTED ROOFING TILES ROOF TRUSS TO STRUCTURAL ENGINEERS DRAWINGS CEILING LINING AS SPECIFIED COLORBOND METAL BOX GUTTER ON MARINE PLY BACKING. FRAME TO 1:200 FALL AS REQUIRED UNDERSIDE OF CEILING
SITEONCONFIRMLINE.BOUNDARYAPPROX. EXISTING BRICK WALL TYPICAL BOX GUTTER DETAIL ON BOUNDARY EXISTING
SUMP. DETAIL BELOW DP BOARD
ANTI PONDING BOARD WHERE REQUIRED 5 0 4 0 0 ANT CAPPING FIBRE CEMENT
EXISTING ROOF TRUSS. CONFIRM ON SITEEXISTING ROOF BATTEN. CONFIRM ON SITE EXISTING BRICK WALL. CONFIRM ON SITE. ADVISE STRUCTURAL ENGINEER PRIOR TO REMOVAL OF EXISTING ROOF STRUCTURE NEW METAL FLASHING ENSURE 60/60/60 FIRE RATING TO WALL IS MAINTANED.
ASBESTOSINROOFINGEXISTINGGARAGENEIGHBOURSASBESTOSTOBEREMOVEDACCORDANCEWITHREMOVALNOTE
NOTES: -THE LAYOUT OF A SUMP SIDE OVERFLOW DEVICE MAY HAVE TO BE VARIED DUE TO BUILDING CONSTRAINTS. -WHERE DESIRED, THE SIDES OF THE SUMP HIGH-CAPACITY OVERFLOW DEVICE MAY BE PERFORATED TO FLUSH THE OVERFLOW DOWNPIPE (F). -THE NORMAL VERTICAL DOWNPIPE OUTLET (A) MAY BE MOVED LONGITUDINALLY TO CLEAR THE OVERFLOW CHANNEL TO ENABLE BETTER INSPECTION AND MAINTENANCE ACCESS. HIGH CAPACITY BOX GUTTER DETAIL
REFER
SUMP WITH A HIGH CAPACITY OVERFLOW DEVICE WHERE HIGH CAPACITY OVERFLOWS ARE FITTED, IN THE EVENT OF A BLOCKAGE IN THE NORMAL VERTICAL DOWNPIPE A), THE WATER LEVEL IN THE PRIMARY SUMP (B) WILL RISE TO AND OVERTOP THE OVERFLOW WEIRS C1 AND C2 (EACH WEIR LENGTH IS EQUAL TO THE WIDTH OF THE ADJACENT BOX GUTTER). IT WILL FLOW EITHER DIRECTLY OR INDIRECTLY VIA THE OVERFLOW CHANNEL (D) TO THE SECONDARY SUMP (E) AND THEN TO THE OVERFLOW VERTICAL DOWNPIPE (F).
ASBESTOS REMOVAL NOTE: LICENCED WITH THE ENVIRONMENT PROTECTION AUTHORITY TO SAFELY TRANSPORT AND DISPOSE OF NON FRIABLE ASBESTOS, ALL WORKS TO BE CARRIED OUT IN STRICT ACCORDANCE WITH OH&S REGULATIONS: VICTORIAN OCCUPATIONAL HEALTH & SAFETY (ASBESTOS) REGULATIONS 2007. PROJECTS IS TO BE REGISTERED WITH WORKSAFE VICTORIA BEFORE COMMENCEMENT AND ASBESTOS WASTE IS TRANSPORTED TO AN EPA APPROVED WASTE FACILITY VIA A EPA REGISTERED VEHICLES. AN INDEPENDENTLY ISSUED ASBESTOS CLEARANCE CERTIFICATE IS TO BE PROVIDED TO THE CLIENT AT THE COMPLETION OF THE REMOVAL PROCESS AND PRIOR TO DEMOLITION WORKS.
TYPICAL
