4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
TITLE PAGE
1:100@A3
A01
GENERAL NOTES:THE OWNER / BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS ANDSPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLEFOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES(CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BYLAWSAND TOWN PLANNING REQUIREMENTS.
THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT OF PLANNING AND DESIGN,FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ONTHESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF PLANNING AND DESIGN DOES SO AT THEIR OWN RISK -AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.THE APPROVAL BY PLANNING AND DESIGN OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THELIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BEACCEPTED BY ALL PARTIES TO THE AGREEMENT, AND WHERE APPLICABLE, THE RELEVANT BUILDING SURVEYORPRIOR TO IMPLEMENTING THE SAID VARIATION.DO NOT SCALE THIS DRAWING - FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS ANDCONTRACTORS TO VERIFY ALL DIMENSIONS, LEVELS, BUILDING ENVELOPES, AREAS AND SPECIFICATIONS PRIORTO THE ORDERING OF ANY MATERIALS OR THE COMMENCEMENT OF ANY WORKS. IF DISCREPANCIES OCCUR -CONTACT THIS OFFICE IMMEDIATELY.-ALL MEASUREMENTS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. ALL SITE LEVELS ARE IN METERS,UNLESS OTHERWISE INDICATED.-THE BUILDER MUST TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESSOF NEW AND EXISTING STRUCTURES DURING ALL CONSTRUCTION WORKS.-THE BUILDER MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ALL PERSONS WITHIN THEBUILDING SITE.INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.ALL DRAWINGS DENOTED WITH "DRAFT" OR "PRELIMINARY" ARE STRICTLY ONLY FOR USE BETWEEN THIS OFFICEAND THE CLIENT. THESE DRAWINGS ARE NOT FOR PERMIT APPROVAL, QUOTATION OR TO BE USED BYBUILDERS.WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERS DRAWINGS, SPECIFICATIONS ANDCOMPUTATIONS AND ALL OTHER DOCUMENTATION PROVIDED.THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS,BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, AREPROVIDED ONLY AS GUIDELINES.
BCA AND STANDARDS - GENERALALL WORKS SHALL COMPLY WITH THE BCA 2016 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIANSTANDARD:A.S 1288-2006 - GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONSA.S 1562-1992 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. PART 1 METALA.S 1684.2-2010 - NATIONAL TIMBER FRAMING CODEA.S 1860-1998 - INSTALLATION OF PARTICALBOARD FLOORINGA.S 2047-1999 - WINDOWS IN BUILDINGS SELECTIONS AND INSTALLATIONSA.S 2049- 2002 - ROOF TILESA.S 2050-2002 - INSTALLATION OF ROOFING TILESA.S 2870-2011 - RESIDENTIAL SLABS AND FOOTING CONSTRUCTIONA.S 2904-1995 - DAMP PROOF COURSES AND FLASHINGSA.S 3600- 2009 CONCRETE STRUCTURESA.S 3660.1- 2000 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES PART1 NEW BUILDINGSA.S 3700-2011 - MASONRY STRUCTURESA.S 3740-2010 & BCA PART 3.8.1 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSA.S 3786-1993 - SMOKE ALARMSA.S 4100-1998 - STEEL STRUCTURESA.S 4256-1994/96 PLASTIC ROOF AND WALL CLADDING MATERIALS
GENERAL1. ARCHITECTURAL PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERINGCOMPUTATIONS, DRAWINGS, AND SOIL REPORTS2. FOOTING TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT3. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES4. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTINGSTRUCTURES DURING ALL WORKS.5. THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.GLAZING:GLAZING SHALL COMPLY WITH AS1288-2006 & AS2047 WITH SAFETY GLAZING TO BE USED IN THE FOLLOWINGCASES:1. ALL ROOMS WITHIN 500MM VERTICAL OF THE FLOOR2. BATHROOMS WITHIN1500MM VERTICAL FROM THE BATH BASE3. LAUNDRY WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS4. DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETYGLASSALL GLAZING SPECIFICATIONS TO BE IN ACCORDANCE WITH THE APPROVED THERMAL ASSESSMENT. BUILDERTO CONFIRM WINDOW SPECIFICATION PRIOR TO PLACING ORDER WITH MANUFACTURER.
STRUCTURAL REQUIREMENTS:-NO FOOTINGS ARE TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. ALL CONCRETE FOOTINGS ANDFOUNDATION WORK MUST BE IN ACCORDANCE WITH AS.2870, AND MUST BE READ STRICTLY IN CONJUNCTIONWITH THE RELEVANT SOIL REPORT AND ENGINEERING DOCUMENTATION PROVIDED. CONCRETE WORKS MUSTCOMPLY WITH THE ENGINEERS DOCUMENTATION, AND BE IN ACCORDANCE WITH AS.3600.-ALL MASONRY CONSTRUCTION TO COMPLY WITH AS.3700 AND THE BUILDING CODE OF AUSTRALIA.-ALL DAMP PROOF COURSES AND FLASHINGS MUST BE IN ACCORDANCE WITH AS.2904.-STRUCTURAL STEEL WORK MUST BE IN ACCORDANCE WITH AS.4100.-ALL TIMBER FRAMING MUST BE IN ACCORDANCE WITH AS.1684. PROVIDE DOUBLE STUDS TO ALL OPENINGSGREATER THEN 1500mm.-PROVIDE BRACING TO ALL INTERNAL AND EXTERNAL WALLS AS PER AS.1684.SUB- FLOOR VENTS TO PROVIDE A RATE OF 7500mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF EXTERNALMASONRY WALL AND 22000mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF INTERNAL DWARF WALLS. ALLSUB-FLOOR PLYNTH BOARDS TO BE LOCATED BELOW THE LEVEL OF THE BEARER.CONVENTIONAL TIIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAILS & COMPUTATIONS PROVIDE CLEARANCEFROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOORS WITH STRIP FLOORING AND200mm FOR FLOORS WITH PARTICLE BOARD FLOORING. REFER TO PART 3.4.1 DIAGRAM B OF THE BCA 2016 FORSUB-FLOOR VENTILATION DETAILS.
ROOF TRUSSES:ALL ROOF TRUSSES ARE TO BE CONSTRUCTED AND ASSEMBLED AS PER THE MANUFACTURERS DESIGN ANDSPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION.
STAIRS, LANDINGS & BALUSTRADES:1.STAIRS, STAIRWAYS AND BALUSTRADES TO COMPLY WITH BCA 3.9.1 AND 3.9.2.STAIR REQUIREMENTS: (OTHER THAN SPIRAL STAIRS)RISERS 190MM MAXIMUM, 115MM MINIMUM;GOING 355MM MAXIMUM; 240MM MINIMUM;PRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS), RISERS AND TREADS TO BE CONSTANT IN SIZETHROUGHOUT FLIGHT.2.PROVIDE NONSLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSING. ENSURE MAXIMUM GAP
BETWEEN RISERS NOT TO EXCEED 125MM OR USE CLOSED RISES. PROVIDE CONTINUOUS HANDRAIL 1000MMMINIMUM.
3.HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. 865MM MINIMUMHEIGHT HANDRAIL ABOVE STAIR NOSING AND LANDINGS.
4.MAXIMUM OPENING BETWEEN BALUSTERS NOT TO EXCEED 125MM.5.CONTINUOUS HANDRAIL TO BE INSTALLED TO ONE SIDE OF STAIR COMPLIANT WITH PART 3.9.2.4 OF THE BCA
2016
LIGHTING:1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-20092. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2016
THRESHOLDS:IF THE THRESHOLD SILL OF THE DOORWAY IS GREATER THAN 190MM ABOVE THE FINISHED SURFACE OF THEGROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THEDOOR LEAF, OR 900MM WIDE X 900MM LONG, WHICHEVER IS GREATER.INSULATION:THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH APPROVED STAMPED PLANS WHICH HAVE BEENASSESSED BY AN ACCREDITED THERMAL ASSESSOR. PROVIDE INSULATION AND GLAZING SPECIFICATIONS ASPER THE THERMAL ASSESSMENT REPORT.
TERMITE AND CORROSION PREVENTION:WHERE THE BUILDING IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO THE UNDERSIDE OF THE BUILDINGAND THE PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK, AS PER AS.3660.1PROVIDE CORROSION PROTECTION OF BUILT IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELFANGLES, CONNECTORS AND ACCESSORIES IN ACCORDANCE WITH BCA VOL.2 TABLE 3.3.3.2.PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA VOL.2 TABLE 3.5.1.
CORROSION: FOR BUILDINGS IN AREAS LESS THAN 1KM FROM BREAKING SURF OR LESS THAN 100M FROM SALTWATER NOTSUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS WALL TIES SHALL BE EITHER: GRADE 316 OR316L STAINLESS STEEL, OR ENGINEERED POLYMER TIES.
BUSHFIRE DESIGN INFORMATION:THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH THE BUSHFIRE ASSESSMENT REPORT FOR THE SITE.THIS REPORT REFERS TO AS.3959.2009, WHICH SPECIFIES THE NECESSARY CONSTRUCTION METHODS ANDMATERIALS REQUIRED FOR EACH SITE. IF THE DRAWING SPECIFICATIONS DO NOT CORRELATE WITH THEBUSHFIRE REPORT - CONTACT THIS OFFICE IMMEDIATELY.
STORM WATER AND DRAINAGE:STORMWATER SHALL COMPLY WITH AS/NZS3500.3-20031. STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANTAUTHORITY2. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTSINSPECTION OPENINGS TO BE AT 9000mm CTRS AND AT EACH CHANGE OF DIRECTION. PROVIDE 100mm DIA UPVC PIPES PROVIDE 75mm DIA DOWNPIPES PROVIDE A MINIMUM FALL GRADIENT OF 1:100BASE OF PIPES TO HAVE CRUSHED ROCK WITH A MINIMUM OF 50mm COVER.THE COVER TO UNDERGROUND STORM WATER DRAINS TO BE NOT LESS THAN: 100mm UNDER SOIL 50mm UNDER PAVED OR CONCRETE AREAS 100mm UNDER UN-REINFORCED CONCRETE OR PAVED DRIVEWAYS 75mm UNDER REINFORCED CONCRETE DRIVEWAYSALL BOX GUTTERS TO BE A MINIMUM OF 100mm x 200mm UNLESS OTHERWISE SPECIFIED - 1:100 GRADEMINIMUM - ADJUST TO SUIT ON SITE.SEWER AND SEPTIC SYSTEMS TO BE IN ACCORDANCE WITH AS.3500ALL SURFACE WATER RUN-OFF MUST BE CONTAINED WITHIN THE PROPERTY BOUNDARIES AND DISCHARGED TOTHE STORM WATER SYSTEM.THE BUILDER AND SUB-CONTRACTOR SHALL ENSURE THAT ALL STORM WATER DRAINS, SEWERS AND THE LIKEARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TOPREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDINGAND ITS FOOTING SYSTEM.
WATERPROOFING:WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, LAUNDRIES AND SANITARY COMPARTMENTSAND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS.3740-2010 - WATERPROOFING OF WET AREAS INRESIDENTIAL BUILDINGS.
VENTILATION:1.MECHANICAL VENTILATION TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF THE BCA2.PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH
STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING OR 300MM WHERE IN TERMITEPRONE AREA
SUB FLOOR VENTS TO PROVIDE A RATE OF 6000MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNALMASONRY WALL A
LIGHTING:1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-20092. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2016SMOKE ALARMS:1.LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-1993AND PART 3.7.2 OF THE BCA 2012 AND SHALL BE HARD WIRED WITH BATTERY BACKUP.MASONRY:1.MASONRY TO COMPLY WITH AS3700-2011 OR AS4773.1-2010 & AS4773.2-20102.PROVIDE WALL TIES TO BRICKWORK AS PER 3.3.3.2. BCA. GENERALLY WALL TIES TO BE 600MM CTRS IN EACH
DIRECTION FOR CAVITY MASONRY, FOR MASONRY VENEER: 600X450 FOR 450 STUD WALLS AND 600X600 FOR600 STUD WALLS AND WITHIN 300MM OF ARTICULATION JOINTS.
3.PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000MM CTRS IN EACH DIRECTIONS AND WITHIN 300MM OFARTICULATION JOINTS 2200MM SQ. CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS
4. SPACING OF WALL TIES TO TOP AND SIDES OF OPENING TO BE HALVED.
OTHER GENERAL NOTES:(SA) DENOTES THE LOCATION OF SMOKE ALARMS. THESE ARE TO BE PROVIDED AND INSTALLED INACCORDANCE WITH AS.3786. THE SMOKE ALARM SHALL BE HARD WIRED WITH A BATTERY BACK-UP.
(EF) DENOTES THE LOCATION OF EXHAUST FANS. DUCT ALL EXHAUST FANS TO OUTSIDE AIR WHERE POSSIBLE -OR, AN EXHAUST FAN OF RATING 140/S MIN TO BE DISCHARGED INTO A VENTILATED ROOF SPACE WITH MIN1000mm HORIZONTAL DUCT - IN ACCORDANCE WITH AS.1668. EXTERNAL DISCHARGE RATE MINIMUM 25I/S.
SANITARY COMPARTMENT DOORS MUST EITHER - OPEN OUTWARDS, SLIDE OR BE READILY REMOVABLE FROMTHE OUTSIDE UNLESS A MINIMUM CLEARANCE OF 1200mm BETWEEN THE DOOR AND THE PAN IS ACHIEVED.
SUB FLOOR:ALL SUB-FLOOR CONSTRUCTION AS PER ENGINEERS DESIGN & SPECIFICATIONS.REFER TO ENGINEERS DRAWINGS AND COMPUTATIONS.
FLOORING:FLOOR FINISHES AS SELECTED BY CLIENT.FB. TIMBER FLOOR BOARDSTILE. TILE FLOORINGPC. POLISHED CONCRETECP. CARPETCONC. EXPOSED CONCRETE TO CLIENTS SPECIFICATION
WALL FRAMING:FRAMING MUST BE IN ACCORDANCE WITH AS.1684.BOTTOM PLATE- 90x45 MGP10STUDS-90x45 MGP10 AT 450 CTRSJAMB STUDS- 2 / 90x45 MGP10NOGGINS- 70x35 MGP10 AT 1350 CTRS MAXTOP PLATE- 2 / 90x45 MGP10LINTELS TO ENGINEERS DESIGN AND SPECIFICATION.
ROOF FRAMING:ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARETO BE PROVIDED PRIOR TO FRAME INSPECTION.ROOF BATTENS: 38x75 F8 HW AT 330 CTRS (TILE)
38x75 F8 HW AT 900 CTRS (COLORBOND)38x75 F8 HW AT 900 CTRS (KLIP-LOK)
EXTERNAL FINISHES:EXTERNAL FINISHES AND COLOURS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS.ALL MATERIALS AND FINISHES TO CLIENTS SPECIFICATION. ALL MATERIALS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS AND AUSTRALIAN STANDARDS.INTERNAL WALL FINISHES:10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL WALLS)10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL CEILINGS)CLIENT TO SELECT SQUARE FINISH OR CORNICE FOR EACH ROOM.
WET AREAS:1. ALL WET AREAS TO COMPLY WITH PART 3.8.1 BCA VOL. 2 AND AS3740-2010. WALL FINISHES SHALL BEWATER RESISTANT TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVEBATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL.2. TIMBER FLOORS INCLUDING PARTICLEBOARD AND PLYWOOD IN AREAS ADJACENT TO BATHS AND SPAS ANDOUTSIDE SHOWER AREAS TO BE WATERPROOFED AS PER PART 3.8.1 BCA VOL. 2 AND AS3740-2010.
WINDOWS:ALL WINDOW SIZES, TYPES AND COLORS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNINGDOCUMENTS.WINDOW MEASUREMENTS INDICATED MAY VARY FROM THE WINDOW MANUFACTURERS SIZES.BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THENOMINATED MEASUREMENTS WITH CLOSE PROXIMITY.WINDOW SIZES TO BE VERIFIED ON SITE BEFORE PLACING ORDER WITH MANUFACTURER. IF ANY DISCREPANCIESARE FOUND, PLEASE CONTACT THIS OFFICE IMMEDIATELY.BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CLASH WITH ANY MOLDS OR EAVES PRIOR TO PLACINGORDER WITH MANUFACTURER.ALL GLAZING MUST COMPLY WITH AS.1288"OBS" DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT UNLESSOTHERWISE STATED."CHK" DENOTES A WINDOW MEASUREMENT WHICH NEEDS TO BE CONFIRMED ONSITE BY THE BUILDER ANDWINDOW MANUFACTURER PRIOR TO ORDERING."a.f.l" DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL."REST" DENOTES A WINDOW WITH RESTRICTED OPENNABILITY OF 100mm MAX"SCRN" DENOTES A WINDOW WHICH REQUIRES A FIXED SCREEN FROM SILL TO 1.7m a.f.l AT 25% VISIBILITY MAXAND IN ACCORDANCE WITH STANDARD B22 OF RESCODE.ALL WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE UNLESS OTHERWISE STATED.
DEVELOPMENT SUMMARY
SITE AREA = 788 SQMSITE COVERAGE = 467.2SQMPERMEABILITY = 113.2SQMDWELLING SIZES = 107.7SQM each
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
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41.8
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41.2
40.8
40.8
40.6
40.4
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40.8
SINGLE STOREY
BRICK HOUSE
No.145-147
IRON ROOF
BRICK
HOUSE
MIL
LW
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TR
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CERTIFICATE OF TITLE
VOLUME 3398 FOLIO 527
LOT 1 ON TP 693456
ROAD
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EXISTING DELAPIDATEDSTEEL & TIMBER CLADDOUBLE GARAGE TOBE DEMOLISHED
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EXISTING
1:200@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
RevisionsREV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A02SET-OUT PLAN
NORTH
TIMBER STUD FRAMING
3
TILE.
CP.
AIR 10m / HrEXHAUST FAN TO EXTERNAL
SMOKE ALARM
FLOOR WASTE
DOWN PIPE
FW
dpBRICKWORK
ARTICULATION JOINTSLEGEND
AJ.
BRICK-VENEER WALLSTRUCTURAL BLOCKWORK
100mm FOAM ON STUD
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.SELECTED CARPETDOWN PIPE WITH SPREADERdpSSELECTED TIMBER DECKINGTD.BEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG
KL. KLIP-LOK ROOFING AT 2° MIN PITCHTR. TILE ROOFING AT 22.5° PITCH
RAINWATER HEADRHLOH LIFT OFF HINGESHWS HOT WATER SERVICE
300w x 150d BOX GUTTERBG
400w x 150d VALLEY GUTTERVG
REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR
LANDSCAPING AND PAVINGDETAILS.
ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES
4 X
BINS
STOR
AGE
240
LT1.1m HIGHTIMBER SLAT
2240
3780
6250 53558310
1.8m HIGH TIMBER FENCING
3000
U1FFL: 40.90
U2FFL: 40.90
U3FFL: 40.90
U4FFL: 40.90
FFL: 40.80
GARAGEFFL: 40.80
GARAGEFFL: 40.80
GARAGEFFL: 40.80
GARAGE
3275
1206
5
19850
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
1:200@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
RevisionsREV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A03SITE PLAN
TIMBER STUD FRAMING
3
TILE.
CP.
AIR 10m / HrEXHAUST FAN TO EXTERNAL
SMOKE ALARM
FLOOR WASTE
DOWN PIPE
FW
dpBRICKWORK
ARTICULATION JOINTSLEGEND
AJ.
BRICK-VENEER WALLSTRUCTURAL BLOCKWORK
100mm FOAM ON STUD
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.SELECTED CARPETDOWN PIPE WITH SPREADERdpSSELECTED TIMBER DECKINGTD.BEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG
KL. KLIP-LOK ROOFING AT 2° MIN PITCHTR. TILE ROOFING AT 22.5° PITCH
RAINWATER HEADRHLOH LIFT OFF HINGESHWS HOT WATER SERVICE
300w x 150d BOX GUTTERBG
400w x 150d VALLEY GUTTERVG
REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR
LANDSCAPING AND PAVINGDETAILS.
ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES
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41.8
41.8
41.6
41.4
41.4
41.2
41.2
41.2
41.2
40.8
40.8
40.6
40.4
41
41
41
40.8
SINGLE STOREY
BRICK HOUSE
No.145-147
IRON ROOF
BRICK
HOUSE
MIL
LW
AR
D S
TR
EE
T
CERTIFICATE OF TITLE
VOLUME 3398 FOLIO 527
LOT 1 ON TP 693456
ROAD
/ / / / / / / / /
////////////////////////////
MA
IL
EXISTING DELAPIDATEDSTEEL & TIMBER CLADDOUBLE GARAGE TOBE DEMOLISHED
/ / / / / / / / / / / / / /
/
2.7
m W
ALL H
IGH
2.7m WALL HIGH
EXISTING
4 X
BINS
STOR
AGE
240
LT1.1m HIGHTIMBER SLAT
2240
3780
6250 53558310
1.8m HIGH TIMBER FENCING
3000
U1 U2 U3 U4
3275
1206
5
19850
BALC.FFL: 43.60
BALC.FFL: 43.60
BALC.FFL: 43.60
BALC.FFL: 43.60
KL.
RH
300W
x 1
50D
MIN
. BOX
GUT
TER
300W x 150D MIN. BOX GUTTER 300W x 150D MIN. BOX GUTTER 300W x 150D MIN. BOX GUTTER 300W x 150D MIN. BOX GUTTER
RH RHRHRHFW FW FW FW
A/C
FW A/C
FW A/C
FW A/C
FW
NORTH
RW RW
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
WM
GAS
FFL: 40.80
FFL:
40.
90
U4U3U2U1BED 1
CP.
820
530
530
L'DRY - TILE
6m3 STORAGE
700
700
700
ROBE
3/720.SLD
4.01
820
820
820ROBE
3/720.SLD
WM
GAS 3.01
820820
820
530
530
L'DRY - TILE
6m3 STORAGE
700
700
700
3.2W x 2.2H SECTIONALGARAGE DOOR
MONA LISABIKE RACK
GARAGECONC.
ROBE
3/720.SLD
WM
GAS 2.01
820
820
530
530
6m3 STORAGE
700
700
700
ROBE
3/720.SLD
WM
GAS
1.01
820
WCTILE.
720.CSD
820
530
530
L'DRY - TILE
6m3 STORAGE
700
700
700
820
820
3.2W x 2.2H SECTIONALGARAGE DOOR
3.2W x 2.2H SECTIONALGARAGE DOOR
3.2W x 2.2H SECTIONALGARAGE DOOR
L'DRY - TILE
A08B
BED 1CP.
BED 1CP.
BED 1CP.
ENT.
820
820
820
WCTILE.
WCTILE.
WCTILE.MONA LISA
BIKE RACKMONA LISABIKE RACK
MONA LISABIKE RACK
FFL: 40.80
GARAGECONC.
FFL:
40.
90
ENT.
A08B
A08A
A08A
RH RHRHRHAJ. AJ. AJ. AJ. AJ. AJ. AJ. AJ.
FB.FB.
FFL:
40.
90
ENT.FB.
FFL:
40.
90
ENT.FB.
HARDIESMART™ INTERTENANCY WALL
SYST
EM T
O AC
HIEV
E FR
L:60
/60/
60
FFL: 40.80
GARAGECONC.
HARDIESMART™ INTERTENANCY WALL
SYST
EM T
O AC
HIEV
E FR
L:60
/60/
60
FFL: 40.80
GARAGECONC.
HARDIESMART™ INTERTENANCY WALL
SYST
EM T
O AC
HIEV
E FR
L:60
/60/
60
3.4.5.6.
2.1.
7.
UP
3.4.5.6.
2.1.
7.8.9.
UP
3.4.5.6.
2.1.
7.8.9.
3.4.5.6.
2.1.
7.8.9.
UPUP
8.
AJ.
AJ.
AJ.
AJ.
AJ.
AJ.
720.CSD
720.CSD
720.CSD
dp dp dp dp
FW aboveFW aboveFW aboveFW above
dpdp dp dpFW above FW aboveFW aboveFW above
960
2045
9.10.
GROUND FLOOR PLAN
1:100@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A04NORTH
TIMBER STUD FRAMING
3
TILE.
CP.
AIR 10m / HrEXHAUST FAN TO EXTERNAL
SMOKE ALARM
FLOOR WASTE
DOWN PIPE
FW
dpBRICKWORK
ARTICULATION JOINTSLEGEND
AJ.
BRICK-VENEER WALLSTRUCTURAL BLOCKWORK
100mm FOAM ON STUD
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.SELECTED CARPETDOWN PIPE WITH SPREADERdpSSELECTED TIMBER DECKINGTD.BEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG
KL. KLIP-LOK ROOFING AT 2° MIN PITCHTR. TILE ROOFING AT 22.5° PITCH
RAINWATER HEADRHLOH LIFT OFF HINGESHWS HOT WATER SERVICE
300w x 150d BOX GUTTERBG
400w x 150d VALLEY GUTTERVG
19850
240 4635 240 4695 240 4695 240 4635 240
240 3735 90 810 240 3795 90 810 240 3795 90 810 240 3735 90 810 240
240 3735 90 810 240 3795 90 810 240 3795 90 810 240 3735 90 810 240
240 2595 2280 2655 2280 2655 2280 2595 2280
240 2595 240 1800 240 2655 240 1800 240 2655 240 1800 240 2595 240 1800 240
240 2745 90 900 90 810 240 2805 90 900 90 810 240 2805 90 900 90 810 240 2745 90 900 90 810 240
1206
5
240
1015
9022
2090
1140
9030
0590
2545
1300
240
240
5495
9060
0024
0
1060
240
3835
9051
090
6000
240
240
1535
2310
9030
0590
1140
9022
2090
1015
240
240
5495
9060
0024
0
1060
240
3835
9051
090
6000
240
1206
5
1060
240
3835
9051
090
6000
240
240
5495
9060
0024
0
240
1015
9022
2090
1140
9030
0590
2310
1535
240
1060
240
3835
9051
090
6000
240
240
5495
9060
0024
0
240
1015
9022
2090
1140
9030
0590
2310
1535
240
ALL SMOKE ALARMS TO BEINTERCONNECTED AND HARDWIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
BUILDER TO CONFIRM WINDOWS SIZEAND LOCATION ON SITE PRIOR TO
ORDERING
3275
3275
OVER
ALL
OVER
ALL
OVERALL
OVERALL
STAIRS STAIRS STAIRS STAIRSU1
STA
IRS
U2 S
TAIR
S
U4 S
TAIR
S
U3 S
TAIR
S
U1 G
ARAG
E
U2 G
ARAG
E
U4 G
ARAG
E
U3 G
ARAG
E
19850
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
KIT/MEALS
BATH
A/C
FB.
TILE.
S/A
820
2/720.SLD
ROBE
800.CSD
4.02 4.03
4.04
REF
2/720.SLD
ROBE
820
800.CSD
U4KIT/MEALSFB.
A/C
3.043.05
A/C
2.042.05
BALC. A/C
1.041.05
DN
LINEN
2/520.SLD
LIVINGFB.
FFL: 43.70
REF
800.CSD
BATHTILE.
800.CSD 820
ROBE
2.02
BED 2CP.
S/A
820
2/720.SLD
ROBE
1.02
FW
3.02
VOID
3.032.031.03
U3U2U1
FW
REF
S/A
BED 2CP.
BED 2CP.
BED 2CP.
BATHTILE.
BATHTILE.
A08B
A08B
LINEN LINEN
REF
S/A
1920
600
1920
600
1920
600
1920
600
KIT/MEALSFB.
KIT/MEALSFB. 2/520.SLD 2/520.SLD
A08A
A08A
FFL: 43.60 FFL: 43.60 FFL: 43.60 FFL: 43.60
DN 16.15.14.13.12.11.10.9.8.
6.7.
5.4.3.
16.15.14.13.12.11.10.9.8.
6.7.
5.4.3.
DN 16.15.14.13.12.11.10.9.8.
6.7.
5.4.3.
2. 2. 2.
RHRHRHRH
FW FW
TILE.BALC.
TILE.BALC.
TILE.BALC.
TILE.
FW FW FW
TILE.TILE. TILE. TILE.
HARDIESMART™INTERTENANCY WALLSYSTEM TO ACHIEVEFRL:60/60/60
HARDIESMART™INTERTENANCY WALLSYSTEM TO ACHIEVEFRL:60/60/60
LIVINGFB.
FFL: 43.70
HARDIESMART™INTERTENANCY WALLSYSTEM TO ACHIEVEFRL:60/60/60
600 855 900 90600 915 900 90
LIVINGFB.
FFL: 43.70
600
LIVINGFB.
FFL: 43.70
600 915 900 90 795 900 9012.13.15.
3.
5.
14.
9.
7.
10.
8.
6.
4.
16.
2/720.SLD
11.
RAKE
D CE
ILIN
G
DN
FW
WAL
L ON
BOU
NDAR
Y TO
ACHI
EVE
FRL:
60/6
0/60
HARDIESMART™BOUNDARY WALLSYSTEM TO ACHIEVEFRL:60/60/60
1:100@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A05NORTH
TIMBER STUD FRAMING
3
TILE.
CP.
AIR 10m / HrEXHAUST FAN TO EXTERNAL
SMOKE ALARM
FLOOR WASTE
DOWN PIPE
FW
dpBRICKWORK
ARTICULATION JOINTSLEGEND
AJ.
BRICK-VENEER WALLSTRUCTURAL BLOCKWORK
100mm FOAM ON STUD
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.SELECTED CARPETDOWN PIPE WITH SPREADERdpSSELECTED TIMBER DECKINGTD.BEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG
KL. KLIP-LOK ROOFING AT 2° MIN PITCHTR. TILE ROOFING AT 22.5° PITCH
RAINWATER HEADRHLOH LIFT OFF HINGESHWS HOT WATER SERVICE
300w x 150d BOX GUTTERBG
400w x 150d VALLEY GUTTERVG
FIRST FLOOR PLAN
19850
19850
1206
5
1206
5
240 4635 240 4695 240 4695 240 4635 240
240 3735 90 810 240 3795 90 810 240 3795 90 810 240 3735 90 810 240
240 4635 240 4695 240 4695 240 4635 240
240 3345 90 1200 240 3405 90 1200 240 3405 90 1200 240 3285 90 900 90265
240
240 1755 9051090 900 90 1200 240 1815 90510 900 1200 240 1815 9051090 900 90 1200 240 1695 9051090 900 90 900 90265
24090 90
240 2355 90 900 90 1200 240 2415 90 900 90 1200 240 2415 90 900 90 1200 240 2295 90 900 90 900 90265
240
240 3345 90 1200 240 3405 90 1200 240 3405 90 1200 240 3355
9017
1014
046
6090
5135
240
240
5135
9028
3014
017
109090
6575
9032
2024
014
017
10
240
3220
9051
0 9059
7514
017
1090
240
4535
9060
012
2534
3514
017
109090
1710
140
6575
9032
2024
0
240
3220
9051
0 9059
7514
017
1090
240
3220
9051
0 9059
7514
017
1090
240
3220
9065
7514
017
1090
240
4535
9060
012
1534
4514
017
1090
240
3220
9051
0 9059
7514
017
1090
240
3220
9065
7514
017
1090
240
4535
9060
034
3514
017
1090
935 1800 3165 1800 3165 1800 3165 1800 2225
935 90 1620 90 3165 90 1620 90 3165 90 1620 90 3165 90 1620 90 2225
1100
9010
10
1225 17
40
ALL SMOKE ALARMS TO BEINTERCONNECTED AND HARDWIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
BUILDER TO CONFIRM WINDOWS SIZEAND LOCATION ON SITE PRIOR TO
ORDERING
3275
3275
OVER
ALL
OVER
ALL
OVERALL
OVERALL
STAIRS STAIRS STAIRS STAIRS
U1 S
TAIR
S
U2 S
TAIR
S
U3 S
TAIR
S
U4 S
TAIR
S
9010
10
90
1280 240STAIRS
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
1:100@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A06ELEVATIONS
CORRUGATED ROOFING - 'GALVANISED'RENDER - PORTERS 'MILK'STEEL FRAMING - 'GALVANISED'TIMBER SLATS - PORTERS 'TURKISH COFFEE'DOORS - COLOURBOND 'IRONSTONE'
ABCDE
A
B
D
CL
FL
CL
FFL 40.90
B
FFL 41.20
B
B
SECOND STOREY EAST WALLANGLED INWARD TO MINIMISEVISUAL BULK FROM ADJACENT EAST POS
2400
400
2700
800
6479
1700
3488 32
00
6206
2963
2892
2842
2892
EAST ELEVATIONSCALE 1:100
SOUTH ELEVATIONSCALE 1:100
GARAGE
2979 2786
NORTH ELEVATIONSCALE 1:100
GARAGE
SECOND STOREY EAST WALLANGLED INWARD TO MINIMISEVISUAL BULK FROM ADJACENTEAST POS
B
CL
FLCL
FFL 40.90
SOUTH ELEVATIONSCALE 1:100
2400
400
2700
6400
1700
1.031.02
A
2.032.02
A
3.033.02
A
4.034.02
A
3.2W x 2.2H SECTIONALGARAGE DOOR
COLOURBOND 'IRONSTONE'
3.2W x 2.2H SECTIONALGARAGE DOOR
COLOURBOND 'IRONSTONE'
3.2W x 2.2H SECTIONALGARAGE DOOR
COLOURBOND 'IRONSTONE'
3.2W x 2.2H SECTIONALGARAGE DOOR
COLOURBOND 'IRONSTONE'
T I T
L E
T I T
L E
108°
1800 1800
490
1800
1800
490
2100
2100
2100
2100
TIMBER SLATS INSTALLEDTO MANUFACTURES SPEC.- PORTERS 'TURKISH COFFEE'
GALVANISED STEEL FRAMINGFEATURE INSTALLED TOMANUFACTURES SPEC.
FFL: 41.20
NEW GARAGECONC.37
80
6280
375
3000
405
140 6000 140
PROPOSED GARAGESCALE 1:100
EXISTING DWELLING
3.0W
x 2
.2H
SECT
IONA
LGA
RAGE
DOO
R
3.0W
x 2
.2H
ROLL
ER D
OOR
RH
NGL
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
1:100@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A07ELEVATIONS
FL
FFL 40.90
B
DB
WEST ELEVATIONSCALE 1:100
TWO STOREY WEST BOUNDARYWALL TO FULLY ABUT ADJACENTTWO STOREY WALL
2400
400
2700
2842
2800
800
CL
CL
6075 63
49 1700
CORRUGATED ROOFING - 'GALVANISED'RENDER - PORTERS 'MILK'STEEL FRAMING - 'GALVANISED'TIMBER SLATS - PORTERS 'TURKISH COFFEE'DOORS - COLOURBOND 'IRONSTONE'
ABCDE
TWO STOREY WEST BOUNDARYWALL TO FULLY ABUT ADJACENTTWO STOREY WALL
CL
FL
CL
FFL 40.90
SECOND STOREY EAST WALLANGLED INWARD TO MINIMISEVISUAL BULK FROM ADJACENT
EAST POS
2400
400
2700
2620
1700
6121
NORTH ELEVATIONSCALE 1:100
OF O F
4.05 3.04
OF O F
3.05
OF O F
2.05
OF O F
1.052.04 1.04
4.01
A F
3.01
A F
2.01
A F
1.01
A F
T I T
L E
T I T
L E
108°
1160
155
755
300
1310
1310
300
300
1060
10601010
1010
2060
1310
300
240
240
1160
240
3025
3025
3025
2275
3375
4125
3025
3375
3025
NGL
300
250RW RW
SITE CUT
6200
800
TIMBER FRAMING SCHEDULE
MEMBER SIZE
BOTTOM PLATE
TOP PLATE
STUD - COMMON
STUDS - AT SIDES OFOPENINGS
90 x 45
90 x 70
90 x 35
90 x 35
90 x 45
90 x 70
90 x 90
90 x 70
90 x 90
90 x 70
FRAMING TIMBER MAX. SPAN
CEILING HEIGHT - 2700
EFFECTIVE ROOF LENGTH - 12000
SUPP
AT
2PO
INTS
CONT
. OVE
R2
POIN
TS
MAX
IMUM
SPAC
ING
MAX
. STR
ESS
GRAD
E
600
600
600
600
-
-
F5
F5
2400
2700
3000
2400
2400
2700
3000
2400
600
600
450
1200
F5
F5
F5
F5
2400
2700
2700
3000
2400
2700
2700
3000
1800
900
1500
2700
F5
F5
F5
F17
LINTELS(REFER TRUSS DESIGN)
90 x 35
140 x 45
190 x 45
240 x 35
290 x 45
1200 - - F17
1600
2100
2400
3100
-
-
-
-
-
-
-
-
F17
F17
F17
F17
240 x 45 2600 - - F17
NOGGINGS 70 x 35 600 600 1350 F5
ROOF BATTENS 50 x 25 - 600 330 F8
BRACING METAL STRAP - REFER A.S. 1684
STRESS GRADE F17 REFERS TO SEASONED HARDWOODSTRESS GRADE F8 REFERS TO UN-SEASONED HARDWOOD
STRESS GRADE F7 REFERS TO UN-SEASONED HARDWOODSTRESS GRADE F5 REFERS TO SEASONED RADIATA PINE
(UNLESS OTHERWISE NOTED BY ENGINEER)
NGL
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
SECTIONS & DETAILS
1:100@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A08
FL
FFL 40.90
SECTION A-ASCALE 1:100
2400
400
2700
800
CL
CL
1700
REFER TO ENGINEERS DRAWINGDESIGN AND SPECIFICATIONS.
WAFFLE SLAB AS PER ENGINEERS
AND COMPUTATIONS.
SOIL CLASSIFICATIONAS PER SOIL REPORT
FFL 40.80GARAGE
WC L'DRY STORAGEENT
BATH
2500
24002225
2700
ROBE
UNITEX 75mm FOAM CLADDING (CM20026)INSTALLED TO MANUFACTURERS SPEC'WITH SMOOTH RENDER FINISH
SELECTED KLIPLOK ROOFINGPITCHED AT 2° ON HW BATTENS.
IN ACCORDANCE WITH BCA 3.5.1.BOX GUTTER IN ACCORDANCEWITH AS.3500. ADJUST TOSUIT ON SITEFLOOR STRUCTURE TO ENGINEERS DESIGN
AND SPECIFICATION. REFER TO ENGINEERSDRAWING AND COMPUTATIONS.
10017
00
SELECTED FACE BRICKWORKAS PER AS.3700.
FLASH AND CAP IN ACCORDANCEWITH BCA 3.5.1.
1650 21
00
615 2390
CEILING HEIGHT GREATERTHAN 2.1m FOR MORETHAN 2/3rds OF WC
SELECTED WALL CLADDING
FLASHING AS SPECIFIED TO WINDOW HEAD
PB WALL LINING
SELECTED ARCHITRAVE TO WINDOWS AND DOORS
PB WALL LINING
WINDOW FRAMES TO CLIENT'S SPEC
FLASHING AS SPECIFIED TO WINDOW SILL
SELECTED WALL CLADDING
JAMB DETAIL IDENTICAL
SELECTED ARCHITRAVE TO WINDOWS AND DOORS
TYPICAL WINDOW DETAILSCALE 1:10
*1000MM CONTINUOUS HIGH HANDRAILS*BALUSTERS AT 125mm CRS*MIN. HEAD ROOM 2050mm
HEAD HEIGHT - ENSURE MINIMUM2050MM HEAD BETWEEN TREAD &UNDERSIDE OF CEILING OF FIRST FLOOR
ALL STAIR NOSING AND LANDING TO BESLIP RESISTANCE TO MEET BCA 3.9.1.3WHEN TESTED IN ACCORDANCE WITH AS4586 TO CLASSIFICATIONS - P3 OR R10DRY (INTERNAL AND P4 OR R11 WET(EXTERNAL)
TO PROPOSED STAIRCASEPROVIDE OPEN TREADS
EX-STRINGER250 X 50 F17
TREADS
250mm MIN
190mm MAXRISERS
TYPICAL STAIR DETAIL SCALE 1:20
1.04
T I T
L E
CL
FL
CL
FFL 40.90
2400
400
2700
SECTION B-BSCALE 1:100
T I T
L E
REFER TO ENGINEERS DRAWINGDESIGN AND SPECIFICATIONS.
WAFFLE SLAB AS PER ENGINEERS
AND COMPUTATIONS.
SOIL CLASSIFICATIONAS PER SOIL REPORT
BED 1 2400 BED 1 2400 BED 1 2400 BED 1 2400
LIVING 2700 LIVING 2700 LIVING 2700 LIVING 2700
SELECTED KLIPLOK ROOFINGPITCHED AT 2° ON HW BATTENS.
IN ACCORDANCE WITH BCA 3.5.1.
SELECTED FACE BRICKWORKAS PER AS.3700.
FLOOR STRUCTURE TO ENGINEERS DESIGNAND SPECIFICATION. REFER TO ENGINEERS
DRAWING AND COMPUTATIONS.
FLASH AND CAP IN ACCORDANCEWITH BCA 3.5.1.
2375
HARDIESMART™BOUNDARY WALL
SYSTEM TO ACHIEVEFRL:60/60/60
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
DETAILS
1:100@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A09
MANUFACTURERS COMPUTATIONS TO BEPROVIDED PRIOR TO FRAME INSPECTION
ROOF BEAMS AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS
BEAM AS PER ENGINEERSDESIGN & SPECIFICATIONS
WITH 10mm RENDERSELECTED LIGHTWEIGHT CLADDING
FLASH AND CAP AS REQUIRED
GRADEN BATTENS AT 2° PITCH
KLIP-LOK ROOFING AT2° PITCH MIN150x300 BOX GUTTERADJUST TO SUIT ON SITE
TYPICAL BOX GUTTER DETAILSSCALE 1:20
REFER TO THE RELEVANT/CURRENTJAMES HARDIE TECHNICAL LITERATUREFOR PRODUCT INSTALLATION ANDMAINTENANCE RECOMMENDATIONS.
DETAIL - 01SCALE 1:20
PROVIDE 10mm PLASTERBOARD TOCEILING AND WALLS WITH SELECTEDPAINT FINISH
PROVIDE CEILING INSULATION AS PER THEENDORSED THERMAL ASSESSMENT
MINERAL FIBRE NON-COMBUSTIBLEINFILL - NOMINAL DENSITY 60kg/m³
REFER TO ENGINEERS DRAWING
LAYOUT AS PER ENGINEERS DESIGNSUB-FLOOR CONSTRUCTION AND
AND COMPUTATIONS.
DESIGN AND SPECIFICATION.
REFER TO ENGINEERS DRAWINGDESIGN AND SPECIFICATIONS.WAFFLE SLAB AS PER ENGINEERS
AND COMPUTATIONS.
SOIL CLASSIFICATIONAS PER SOIL REPORT
70mm CAVITY VOID
200
90MM TWIN TIMBER FRAME
6MM GAP SEALED WITH SUITABLEFIRE AND ACCOUSTICALLY RATEDSEALANT
HARDIEFIRE™ INSULATION
HARDIEFIRE™ INSULATION
HARDIEFIRE™ INSULATION
9MM VILLABOARD® LINING
9MM VILLABOARD® LINING
6MM GAP SEALED WITH SUITABLEFIRE AND ACOUSTICALLY RATEDSEALANT
45MM SACRIFICIAL TIMBERBLOCK TO MAINTAIN FRL
SKIRTING BOARD
STRUCTURAL FLOORING
ROOFING WITH SARKING INSTALLEDIN ACCORDANCE WITHMANUFACTURER
SELECTED KLIP-LOK ROOFING PITCHED AT 2°IN ACCORDANCE WITH BCA 3.5.1
TILE ADHESIVESHEET MEMBRANE
4
TILE GROUTING
WATERPROOFING DETAIL
RECOMMENDED 50mm MIN150 MAX. STEP DOWN
METAL OVERFLASHING
SHEET MEMBRANE TURN-UP
TILE MOVEMENT JOINTS
MORTAR BED MOVEMENT JOINTS
HARDIPANEL™ COMPRESSED MOVEMENT
REINFORCED MORTAR BED
SLIP SHEETNote: HardiPanel™
SCALE: 1:20
JOINT
WATERTANKING DETAILSCALE 1:20
CONCRETE FLOOR STRUCTURETO ENGINEER'S DESIGN
RETAINING WALLTO ENGINEER'S DESIGN
BACKFILL AND DRAINAGETO ENGINEER'S DESIGN
FC SHEET PROTECTIVE BOARDOVER WATERPROOF MEMBRANE
SELECTED POLYETHENEWATERPROOF MEMBRANE
SELECTED BRUSH-ONBITUMEN BASED WATERPROOFMEMBRANE
OVER BRUSH-ON WATERPROOFING
DPM
CONTINUOUS TO UNDER SLAB
A.G. DRAINTO ENGINEER'S DESIGN
400 A
PPRO
X.
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
1:50@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
RevisionsREV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A10WINDOW SCHEDULE
210024
00
HEAD
HEI
GHT
ALL GLAZING MUST COMPLY WITH AS.1288
WITHIN CLOSE PROXIMITY
BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURERWITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS
WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES.
ORDER WITH MANUFACTURERWINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING
ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY
WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTUREBUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT
'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL.'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAXWINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.
CEILI
NG H
EIGH
T
1.01ALUMINIUM FRAMEDAWNING WINDOW
BED 1
A F
900
1200
300
2100
2700
HEAD
HEI
GHT
CEILI
NG H
EIGH
T
2100
600 1500
1.02ALUMINIUM FRAMEDSLIDING DOOR
BED 2
F O
A600
1500
600
1.03ALUMINIUM FRAMEDAWNING WINDOW
BATH
100mm RESTRICTED
600 3765
OF O F
1.05ALUMINIUM FRAMEDSLIDING DOOR
LIVING1.04ALUMINIUM FRAMEDFIXED WINDOW
STAIRS
F
2100
600
2100
600810
210024
00
HEAD
HEI
GHT
CEILI
NG H
EIGH
T
2.01ALUMINIUM FRAMEDAWNING WINDOW
BED 1
A F
900
1200
300
2100
2700
HEAD
HEI
GHT
CEILI
NG H
EIGH
T
2100
600 1500
2.02ALUMINIUM FRAMEDSLIDING DOOR
BED 2
F O
A600
1500
600
2.03ALUMINIUM FRAMEDAWNING WINDOW
BATH
100mm RESTRICTED
600 3765
OF O F
2.05ALUMINIUM FRAMEDSLIDING DOOR
LIVING2.04ALUMINIUM FRAMEDFIXED WINDOW
STAIRS
F
2100
600
2100
600810
1720
1720
GRADE A SAFETY GLASS
GRADE A SAFETY GLASS
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024
1:50@A3
4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK
DATE SCALE
MAR 2016
PROJECT No.
5264
REV-C
RevisionsREV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION
DRWN
M.N.
CHK
CM
REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT
REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT
REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT
THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.
A11WINDOW SCHEDULE
210024
00
HEAD
HEI
GHT
ALL GLAZING MUST COMPLY WITH AS.1288
WITHIN CLOSE PROXIMITY
BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURERWITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS
WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES.
ORDER WITH MANUFACTURERWINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING
ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY
WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTUREBUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT
'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL.'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAXWINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.
CEILI
NG H
EIGH
T
3.01ALUMINIUM FRAMEDAWNING WINDOW
BED 1
A F
900
1200
300
2100
2700
HEAD
HEI
GHT
CEILI
NG H
EIGH
T
2100
600 1500
3.02ALUMINIUM FRAMEDSLIDING DOOR
BED 2
F O
A600
1500
600
3.03ALUMINIUM FRAMEDAWNING WINDOW
BATH
100mm RESTRICTED
600 3765
OF O F
3.05ALUMINIUM FRAMEDSLIDING DOOR
LIVING3.04ALUMINIUM FRAMEDFIXED WINDOW
STAIRS
F
2100
600
2100
600810
210024
00
HEAD
HEI
GHT
CEILI
NG H
EIGH
T
4.01ALUMINIUM FRAMEDAWNING WINDOW
BED 1
A F
900
1200
300
2100
2700
HEAD
HEI
GHT
CEILI
NG H
EIGH
T
2100
600 1500
4.02ALUMINIUM FRAMEDSLIDING DOOR
BED 2
F O
A600
1500
600
4.03ALUMINIUM FRAMEDAWNING WINDOW
BATH
100mm RESTRICTED
600 3765
OF O F
4.04ALUMINIUM FRAMEDSLIDING DOOR
LIVING
2100
600
1720
1720
GRADE A SAFETY GLASS
GRADE A SAFETY GLASS
PERMIT POINTBUILDING
CONSULTANTSPTY LTD
BUILDINGPERMIT
ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0
RELEVANT BUILDING SURVEYORAdnan Ramadan
BS-U 39024