SLAB LAYOUT PLAN (9)
Transcript of SLAB LAYOUT PLAN (9)
NOTICE OF AN APPLICATION FOR A PLANNING PERMIT
The land affected by the application is located at:
35 LORIMER STREET CRIB POINT LOT 1 PS 808921 VOL 12187 FOL 716
The application is for a permit to:
DEVELOPMENT OF A DWELLING, VEGETATION REMOVAL AND ASSOCIATED WORKS IN ACCORDANCE WITH THE SUBMITTED PLANS
The applicant is:
JAMES MICHAEL PANOFF
Planning application number and officer is:
P20/1957 RACHEL BRIEN
You may view the plans and documents that support the application free of charge online at:
www.mornpen.vic.gov.au > Building and Planning > Planning > Advertised Planning Applications
Any person who may be affected by the granting of the permit may object in writing to the
responsible authority. If you object, the Responsible Authority will notify you of its decision.
Your objection must:
• Include the objector’s full name, relevant postal address, phone number & email address
• Specify the planning application number
• Include the reasons for the objection and state how the objector would be affected
Lodge online at www.mornpen.vic.gov.au;
Or mail to: Planning Services Team, Mornington Peninsula Shire, Private Bag 1000, Rosebud 3939
The Responsible Authority will not decide on the application before: 25 MARCH 2021
Privacy Notification: The personal information provided in an objection is collected for planning purposes in accordance
with the Planning & Environment Act 1987 (the Act). The public may view an objection in accordance with Section 57 of
the Act whilst the planning application is current.
GENERAL NOTES:
THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF RAWDON HILLCONSTRUCTIONS P/L ON THE ALLOTMENT NOMINATED IN THE TITLEBLOCK. ANY OTHERPERSON WHO USES OR RELIES ON THESE PLANS WITHOUT WRITTEN CONSENT IS SUBJECT TOCOPYRIGHT INFRINGEMENT & DOES SO AT THEIR OWN RISK.
THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL &CIVIL ENGINEERING COMPUTATIONS & ALL OTHER CONSULTANTS DRAWINGS & DETAILSTOGETHER WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THECONTRACT.
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED MEASUREMENTS. ALL INTERNAL STUDWALLS ARE 90mm (EXCL. PLASTERBOARD) UNLESS NOTED.
THE BUILDER & SUB-CONTRACTORS ARE TO CHECK AND VERIFY ALL DIMENSIONS, SETBACKS,LEVELS, SPECIFICATIONS & OTHER RELEVANT DOCUMENTATION PRIOR TO THECOMMENCEMENT OF WORKS. ANY DISCREPANCIES ARE TO BE REPORTED FOR AMENDMENT& RE-ISSUE.
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERALWATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING THE WORKS.
STORMWATER/SEWER DRAINS; REFER TO 'SITE NOTES' ON SHEET 1.
ALL MATERIALS & WORK PRACTICES SHALL COMPLY WITH THE CURRENT BUILDINGREGULATIONS & THE CURRENT BUILDING CODE OF AUSTRALIA TOGETHER WITH ALLRELEVANT CURRENT AUSTRALIAN STANDARDS.
BUILDING TIE-DOWNS ARE TO BE PROVIDED IN ACCORDANCE WITH THE CURRENT AS 1684FOR AN ASSUMED DESIGN GUST WIND SPEED / WIND CLASSIFICATION AS NOMINATED BY THEBUILDING SURVEYOR.
STRUCTURES WITH MASONRY & MORTAR COMPONENTS CONSTRUCTED IN MARINE AREASOR OTHER EXPOSED ENVIRONMENTS SHALL COMPLY WITH THE DURABILITY REQUIREMENTSOF TABLE 5.1 OF THE CURRENT AS 3700
PROVIDE FULL HEIGHT ARTICULATION CONTROL JOINTS (FOOTING TO EAVE) AT 6000mmMAX. CENTRES (UNLESS OTHERWISE STATED IN THE SOIL REPORT).
PROVIDE WALL TIES TO BRICKWORK AT 600mm MAX CENTRES IN EACH DIRECTION & WITHIN300mm OF ARTICULATION CONTROL JOINTS.
WHERE APPLICABLE, SUB FLOOR VENTS ARE TO BE PROVIDED AT A MIN. RATE OF 7500mm SQ.CLEAR VENTILATION PER 1000mm RUN OF EXTERNAL MASONRY WALL.
INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITYREQUIREMENTS.
WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS,LAUNDRIES, SANITARY COMPARTMENTS & THE LIKE ARE TO BE IN ACCORDANCE WITH THECURRENT AS 3740.
GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE TYPE & THICKNESS SOAS TO COMPLY WITH THE CURRENT AS 1288WINDOWS AND EXTERNAL DOORS TO BE SELECTED AND INSTALLED IN ACCORDANCE WITH AS2047
ALL TIMBER SIZES ARE TO CONFORM TO AS 1684
WINDOW SIZES NOMINATED (HEIGHTxWIDTH) ARE NOMINAL ONLY. ACTUAL SIZE MAY VARYACCORDING TO MANUFACTURER.
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) SHALL BE:- RISERS (R); 190mm MAX & 115mm MIN.- GOING (G); 355mm MAX & 240mm MIN.- 2R + 1G = 700mm MAX & 550mm MIN.- 125mm MAX GAP TO OPEN TREADS.
ALL TREADS MUST HAVE A SURFACE WITH A SLIP-RESISTANCE CLASSIFICATION NOT LESS THANTHAT LISTED IN TABLE 3.9.1.3 OF THE NCC 2019 BUILDING CODE OF AUSTRALIA WHEN TESTEDIN ACCORDANCE WITH AS 4586 OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATIONNOT LESS THAN THAT LISTED IN TABLE 3.9.1.3 OF THE NCC 2019 BUILDING CODE OFAUSTRALIA WHEN TESTED IN ACCORDANCE WITH AS 4586.
PROVIDE BALUSTRADES WHERE A CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THE SURFACEBENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIREBALUSTRADES) TO BE:- 1000mm MIN ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE.- 865mm MIN ABOVE FINISHED SURFACE LEVEL OF STAIR NOSINGS OR RAMP.- 125mm MAX VERTICAL GAP BETWEEN COMPONENTS.- ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150mm & 760mm ABOVE
THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000mmABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH THE CURRENT BCA REQUIREMENTS.
WHERE A CLASS 1 BUILDING IS LOCATED IN AN AREA CONSIDERED TO BE PRONE TO TERMITES,THE UNDERSIDE AND PERIMETER OF THE BUILDING IS TO BE TREATED AGAINST TERMITEATTACK IN ACCORDANCE WITH AS 3660.1.
CONCRETE STUMPS: (IF APPLICABLE)- UP TO 1400 LONG; TO BE 100mm x 100mm (1 NO. HD WIRE)- 1401mm TO 1800mm LONG; TO BE 100mm x 100mm (2 NO. HD WIRES)- 1801mm TO 3000mm LONG; TO BE 125mm x 125mm (2 NO. HD WIRES)- 100mm x 100mm STUMPS EXCEEDING 1200mm ABOVE GROUND LEVEL TO BE BRACED WHERE NO PERIMETER BASE BRICKWORK IS PROVIDED.
ALL VARIATIONS MUST BE IN WRITING AND SIGNED BY ALL PARTIES TO THE BUILDINGAGREEMENT &, WHERE APPLICABLE, WITH THE APPROVAL OF THE BUILDING SURVEYOR.
SITE NOTES: REFER TO SITE PLAN.
ELECTRICAL NOTES: REFER TO ELECTRICAL PLAN.
MANHOLE LOCATION SHOWN IS INDICATIVE ONLY & MAY CHANGE ON SITE SUBJECT TOTRUSS LOCATIONS.
PLIABLE BUILDING MEMBRANE MUST COMPLY WITH AS/NZS 4200.1 AND BE INSTALLED INACCORDANCE WITH AS 4200.2
SWAAMDHFRDSD
DENOTES ALUMINIUM SLIDINGDENOTES ALUMINIUM AWNINGDENOTES MOCK DOUBLE HUNGDENOTES FRENCH DOUBLE DOORSDENOTES SLIDING DOOR
TATS
MCLCIGT
DENOTES TIMBER AWNINGDENOTES TIMBER SASH
DENOTES MOCK CASEMENTDENOTES LAUNDRY COMBINATIONDENOTES DOUBLE GLAZED TIMB. AWNING
TGS DENOTES TIMBER GEORGIAN STYLE AWNING
IG DENOTES DOUBLE GLAZED ALUM. AWNINGID1 DENOTES DOUBLE GLAZED SLIDING DOOR
HOUSEENERGY RATING
SUSTAINABILITY MEASURES FOR NEW CLASS 1 BUILDINGS:-
ALL NEW CLASS 1 BUILDINGS SHALL ACHIEVE A 6 STAR ENERGY RATINGAND BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED, ENDORSEDPLANS OF AN ACCREDITED ENERGY RATER WITHOUT ALTERATION.THOSE ENDORSED PLANS SHALL ALSO BE RATED TO COMPLY WITH THEFOLLOWING OPTIONS:
- OPTION 1: A 6 STAR ENERGY RATING PLUS A SOLAR HWS ACHIEVING ANENERGY PERFORMANCE OF 60% SOLAR GAIN; OR
- OPTION 2: A 6 STAR ENERGY RATING PLUS A 2000L RAIN WATER TANK(HAVING A MINIMUM 50m2 ROOF CATCHMENT AREA)SUPPLYING ALL SANITARY FLUSHING SYSTEMS.
IN CONSIDERING THE ENERGY RATING THE FOLLOWING SHALL BEASSUMED:
- R3.5 FIBREGLASS INSULATION BATTS TO THE CEILING OF THE DWELLING- R2.0 FIBREGLASS INSULATION BATTS TO THE EXTERNAL WALLS OF THE
DWELLING, INCLUDING DWELLING/ GARAGE INTERNAL WALL- R1.3 SISALATION WRAP TO THE EXTERNAL WALLS OF THE DWELLING
(SISALATION WRAP TO HAVE A FLAMMABILITY INDEX NOT EXCEEDING 5)- SEAL ALL GAPS AND CRACKS- WEATHER SEALS TO ALL EXTERNAL HINGED DOORS OF THE DWELLING- DRAFT SEALS TO DWELLING/ GARAGE INTERNAL DOOR- ALUMINIUM IMPROVED ENERGY EFFICIENT WINDOWS- EXHAUST FANS TO HAVE DRAFT STOPPERS- LOW VOLTAGE DOWNLIGHTS & BATTEN LIGHTS (AS PER ELEC PLAN)
ADDITIONAL REQUIREMENTS:
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: N/A
SHELBURNE 252 'BRONTE'
GENERAL NOTESSHEET: 1 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)Smart Series
A B N 89 086 408 157D B U - 2996
Factory 2 / 13 - 15 David Lee Road, Hallam 3803 Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
GARAGEFFL. 13.76
SHELBURNE 252'BRONTE'
dp
dp
dp
dp
dp
dp
dp
ALFRESCO
PORCH
SHW
NO
RTH
13.60
13.60
13.60
13.69STN
13.64ES
13.55SPIT
13.13INV
13.51FENC
Ht9Ht7Ht7
13.33DWAY
13.36DWAY
13.43INV
13.53NBN
13.57CPIT
13.66SEWINLET
13.60EPIT
13.65DWAY
13.64DWAY
13.59PEG
Ht7
Ht10
Ht13
Ht13
13.66ES
13.69ES
13.62ES
13.60ES
13.64ES
13.57ES13.64
TPEG13.63SW PIT13.53HD
13.63ES
13.67ES
13.55ES
13.55FENC13.52ES
13.59ES
13.53ES
13.52ES
13.57ES
13.52ES
Ht313.57ES
13.60ES
13.62ES
13.63ES
13.66ES
13.69ES
13.66ES
13.66ES
13.69ES
13.69ES
13.66
13.69
13.71
Ht3
eaves1HOUS1
win1
HOUS1
win1
eaves1
window1
window1window1window1
window1
window1window1
window1
eaves1
13.95NAIL1
88°46'30" 20.10
178°
46' 2
8.58
268°46'30" 20.10
358°
46'30"
28
.58
RL.18.43
mRID
GE HEIG
HT
SINGLESTOREYBRICKHOUSE
117341177
3
2294
ELECTRICITY
ELECTRICITY PITR.L. 13.60 AHD
TBM:
NBN
VACANT LANDAS OF 12/08/20
AS OF 12/08/20
NOT FENCED
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TELSTRA
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EASE
MEN
T 2.
0m
LOT 2
2710APP.
3000MIN.
4800APP.
PRIVATE OPEN SPACE80m2 MINIMUM
PROVIDE COLOUREDCONCRETE TOALFRESCO
PROVIDE COLOUREDCONCRETE DRIVEWAY,APPROX. AREA 39.9m2(INCL. PORCH)
FFL 13.91
6500
APP.77
78AP
P.
1840
APP.
6042
APP.
13.69ES
Ht10-12
TREE TO BEREMOVEDBY CLIENT
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SPIT
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NBNCPIT
SEWINLETEPITPEG
Ht7
Ht10
Ht13
Ht13
TPEGSW PIT
HD
Ht3Ht3
NAIL1
88°46'30" 20.10
178°
46' 2
8.58
268°46'30" 20.10
358°
46'30"
28
.58
1177
3
2294
ELECTRICITY
NBN
VACANT LANDAS OF 12/08/20
NOT FENCED
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TELSTRA
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LOT 3
Ht10-12
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:200, 1:500
SHELBURNE 252 'BRONTE'
SITE PLANSHEET: 2 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)
SITE NOTES:
UNLESS NOTED ALL LEVELS SHOWN LEVEL READINGS TAKENFROM AN ARBITRARY DATUM. LEVELS ARE TO BECONFIRMED PRIOR TO THE COMMENCEMENT OF WORK.
UNLESS NOTED ALL SITE CUTS SHOWN ARE TO BE BATTEREDAT 45°.
WHERE CUT/FILL EXCEEDS 600mm SPOON DRAINS & SILT PITSARE TO BE PROVIDED & CONNECTED TO STORMWATERDISCHARGE POINT.
ALL SERVICES ARE TO BE INSTALLED TO COMPLY WITH THERELEVANT AUTHORITY REQUIREMENTS.
SEWER & STORMWATER PIPES ARE TO BE LOCATED AT ADISTANCE FROM THE BUILDING SO AS NOT TO UNDERMINETHE FOOTING SYSTEM.
SEWER DRAINS TO BE INSTALLED AS PER THE GUIDELINES OFTHE RELEVANT AUTHORITIES.
STORM WATER DRAINS TO BE 90mmØ CLASS 6 UPVC PIPEWITH A MINIMUM GRADE OF 1:100 & a MINIMUM COVER OF100mm WITH INSPECTION OPENINGSAT 9M CENTRES & ATEACH CHANGE OF DIRECTION CONNECTED TO THE LEGALPOINT OF STORMWATER DISCHARGE.
AG DRAINS TO BE PROVIDED BEHIND RETAINING WALLSWHERE SITE CUT/FILL IS BEING RETAINED.
PROVIDE 100mm x 50mm COLORBOND DOWNPIPES ATMAXIMUM 12M CENTRES. DOWNPIPE & STORMWATER DRAINLOCATIONS INDICATIVE ONLY & ARE TO BE DETERMINED ONSITE BY THE DRAINER & SITE SUPERVISOR.
NO MORE THAN 80% OF THE AREA OF AN ALLOTMENT ISTO BE COVERED BY IMPERMEABLE SURFACES.
IF FENCING TO SIDE & REAR BOUNDARIES OF THEALLOTMENT DOES NOT EXIST OR IS LESS THAN 1800mmHIGH, THE CLIENT SHALL PROVIDE 1800mm HIGH FENCINGTO THESE BOUNDARIES PRIOR TO OCCUPANCY.
PROVIDE TERMITE TREATMENT IF REQUESTED BY THERELEVANT AUTHORITY.
FINISHED FLOOR LEVELS SHALL BE A MINIMUM OF 150mmABOVE FINISHED SURFACE LEVELS FOR CONCRETE SLABS &600mm ABOVE FINISHED SURFACE LEVELS FOR TIMBERFLOORS.
REFER TO THE GEO-TECHNICAL SOIL REPORT FOR SOILCLASSIFICATION.
REINFORCED CONCRETE SLABS & STRIP FOOTINGS TO BECONSTRUCTED AS PER ENGINEERS DETAILS.
TOTAL:
IMPERMEABLE:BUILDING: 230.7
38.9
575.0
m2
m2
m2
40.1%
6.8%
100.0%
SITE COVERAGE ANALYSIS:
SCALE: 1:200
SITE PLAN
SCALE: 1:500
SITE PLAN
Smart SeriesA B N 89 086 408 157
D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803
Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
NOTE: SCRAPE BUILDING AREA OFEXCESS VEGETATION & PROVIDE LEVELBUILDING PLATFORM TO RL 13.60 AHD(NOMINAL).. PROVIDE LOCALISEDBACKFILL TO PERIMETER IF REQUIRED.DWELLING FLOOR LEVEL TO BE 310mm(NOMINAL) ABOVE FINISHED SCRAPELEVEL.
BUSHFIRE ATTACK LEVEL 12.5:- PROVIDE WEATHER STRIPS TOGARAGE ACCESS DOOR AND PANELLIFT DOOR, MAX. 3mm GAP.- PROVIDE MESH TO WEEPHOLESAND VENTS- PROVIDE METAL PIPES FOREXPOSED GAS & WATER SUPPLY- PROVIDE 400mm NONCOMBUSTIBLE KICKER TO EXTERNALHOLLOWCORE DOORS- PROVIDE SARKING TO UNDERSIDEOF ROOF TILES- PROVIDE WHIRLY BIRD ROOFVENT- PROVIDE NON-COMBUSTIBLEMATERIAL AT ROOF RIDGES,VALLEYS & FASCIA LINE- PROVIDE METAL SCREENS TOOPENING SASH OF WINDOWS- PROVIDE MIN. 4mm TOUGHENEDGLASS TO WINDOW PANELS WITHIN400mm OF GROUND LEVEL
NOTE: MAX. 30° BATTERTO SITE CUT/ FILL
WIND SPEED: N2
NOTE: PROVISION FORCONNECTION TO FTTP
PERMEABLE: 305.4 m2 53.1%
NOTE: REPORT AND CONSENTREQUIRED AS FRONT SETBACKDOES NOT COMPLY WITHBUILDING REG. 74 MINIMUMSTREET SETBACKS
720
720
620
620
820
820
820
720
620
820
620F
820
720
820
820
620
AA18
09AA
1809
AA18
12AA
1803
F
SW1006 SW1015(OBSCURE)
SW1018 SD 2114R
SW10
18SW
1018
SW0518FNM
SD 2127R ENT.
SW18
18
SW1009(OBSCURE)(OBSCURE)
SW18
12
720 c/sld
2/82
0 sld
2/82
0 sld
2/820 sld
SERVICE ITEMSLOCATION OF SERVICE ITEMS(EG: METER BOX, GAS METER)SUBJECT TO CONFIRMATION
OF SITE SERVICE PITS
WC NOTE:PROVIDE LIFT OFF HINGE DOOR
TO WC WHERE 1200mm BETWEEN PAN & SWING DOOR CANNOT
BE ACHIEVED
CABINET NOTE:CABINET BUILT TO NEAREST
MODULAR UNIT. ALL SIZES ARENOMINAL ONLY & TAKE PRIORITY
OVER SCALED DRAWINGS.
SMOKE DETECTORS TO AS3786 (Hard wired with battery backup)
ALL INTERNAL WALLS TO BE 90mmUNLESS NOTED OTHERWISE
AREAS:DWELLING:PORCH:ALFRESCO:GARAGE:TOTAL:
174.7 m21.4 m2
18.1 m236.5 m2
230.7 m2
123
4
DENOTES 250mm DEEP SQ.SET DROPPED BULKHEAD(unless noted otherwise)
HWS
BOXMETER
HP
& U
BO
REF SPACE
20240OVERALL
19790
6470GARAGE
840PORCH
240 3030BED 3
900WC
2690BATHROOM
3030BED 2
1780LAUNDRY
6000GARAGE (INTERNAL)
230
1550LINEN
400R/A
1070 1840ROBE
1100REF. SPACE
4300LOUNGE
240
32405040ALFRESCO
4200
4140BED 1
2600ENSUITE
3150MEALS
240
3030BED 4
480ALC.
5290FAMILY
2900KITCHEN
2200WALK IN ROBE
5990ENTRY
1439
0O
VERA
LL
1044
039
50
960
1800
470
PIER
3360
4810
OPE
NIN
G
590
240
5550
GAR
AGE
(INTE
RNAL
)
3270
LOU
NG
E
1350
ENTR
Y
3470
BED
1
240
1950
ENSU
ITE
1430
WIR
2430
3750
LAU
ND
RY
240
1800
1800
3050
BED
4
3090
BED
3
240
1800
ROBE
& A
LCO
VE
1040
2020
WC
& B
ATH
.
4670
FAM
ILY
240
3600
MEA
LS
1200
2460
ISLA
ND
BEN
CH
1010
BED 3
BED 4
FAMILY
ALFRESCO
KITC
HEN
BED 2BATH.
L'DRY
GARAGE
LOUNGE
ENTRY
MASTER SUITE
ENS.
WIR
900 2500
MEALS
LINEN ROBE
ALCO
VE
VB
BATH
VB
'T' L
INTE
L O
VER,
REF
ER T
O D
ETAI
L (S
HT.
5)
2148
SEC
TIO
NAL
DO
OR
(FL -150)
PORC
H
LOAD BEARING WALL
DP
DP
DP
DP
DP
240
6710
DR
710
470
R/A
DW
SIN
K
SH
4570470PIER
3600
ALFR
ESCO
470
PIER
3130
900IB
1400
300
OVE
RHAN
G
240
240
470
900
OPE
NIN
G
DR
SH
DR
OH
990BRM.
TAP
BEAMS AS NOMINATEDBY TRUSS M'FCTR
1100
BRO
OM
400
100 X 100 TIMBER POSTON GALV. STIRRUPINSIDE BRICK PIER
DP
280
950
1600WALK IN PANTRY
100 X 100 TIMBER POST ONGALV. STIRRUP INSIDE PIER
AA
OH
WIP
3270
WIP
370
840
600
REF.
SPAC
E
3150
BED
2
510
LIN
.
240
600
BRM.
ROBE
ROBE
WC
510
510ROBE
2280
809
SPLA
Y
391
SPL.
980
WALL MOUNTED CLOTHESLINE
ROOFACCESS
SHELF & RAIL @ 1700h
450PIER
1190
PIER
200
INSETTROUGH
NOTE: 40mm EDGE STONEBENCHTOPS TO KITCHEN
WALL MOUNTEDSPLIT SYSTEM
SPLIT SYSTEMCONDENSER
OH
DP
1800
ROBE
470PIER
24071
2SP
LAY
294
SPL.
244
90
TEN
VIRO
1075
500B'HEAD
SH
900X
900 900X
1950
170
4760
1210
SIN
K
VOIDUNDER
550w X 350hTILED RECESS
1150
CAPPED WATER POINT
NOTE: ROOF PENETRATIONTO BE DETERMINED ON SITE
NOTE: BATHROOM ACCESSORYSTANDARD NOGGING HEIGHT
TOILET ROLL HOLDER - 750mmTOWEL RAIL & RING - 1200mmTOWEL LADDER - 1000mm & 1550mm
- BATHROOM ACCESSORY LOCATION
LEGEND
TILED DRAINGRATE
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:100
SHELBURNE 252 'BRONTE'
FLOOR PLANSHEET: 3 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)Smart Series
A B N 89 086 408 157D B U - 2996
Factory 2 / 13 - 15 David Lee Road, Hallam 3803 Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
2580
CL
FL
2730
CL
FL
CONCRETE ROOF TILES (INCL.SARKING UNDER) @ 22.5° PITCH
FACE BRICKWORKCJ CJ
SELECTED FEATURETILE TO PIERS
BRICKWORK OVERGARAGE DOOR 450
EAVE
CJFACE BRICKWORK
CJ
HWS SOLAR PANEL
CJ CJ CJFACE BRICKWORK
1550
NO
M.
HEA
D H
GT.
ABO
VE F
L
FC SHEET LINED BEAMSTO ALFRESCO
450EAVE
CJ
2050EAVE RETURN
CJFACE BRICKWORK
CJ
1700
WAL
L M
OU
NTE
DCL
OTH
ESLI
NE
CJCJMETERBOX
2050EAVE RETURN
HWS SPLIT SYSTEMCONDENSER
450EAVE
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:100
SHELBURNE 252 'BRONTE'
ELEVATIONSSHEET: 4 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)
ELEVATION 2ELEVATION 1
ELEVATION 3
ELEVATION 4
CLOSED CELL POLYETHERLENE
CJ
JOINT FILLER
PROVIDE FULL HEIGHTARTICULATION/CONTROLJOINT (FOOTING TO EAVE)
@ 5M MAXIMUM CTRS: UNLESSSTATED IN SOIL REPORT.
ALL CONTROL JOINTS TO CONFORM WITH CN9 OF THE CEMENT & CONCRETE ASSOCIATION.
Smart SeriesA B N 89 086 408 157
D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803
Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
2580
CL
FL
CONCRETE ROOF TILES (INCL.SARKING UNDER) @ 22.5° PITCH
PRE-FAB ROOF TRUSSES @ 600 C'TRSAS PER MANUFACTURERS DETAILS
ALL REINFORCED CONCRETE SLABSAND PADS TO ENGINEER'S DETAILS
LAUNDRYKITCHENMEALS
250x12 MS PLATE (WEB)
200x10 MS PLATE (FLANGE)
6mm FILLET WELDS, 300mm LONG @ EACHEND BOTH SIDES. THEREAFTER 6mmINTERMITTENT FILLET WELDS BOTH SIDES,HIT 100mm, MISS 100mm, STAGGERED.
150mm MIN. END BEARING ONTO BRICKWORK.MAX SPAN 4810mm
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: AS SHOWN
SHELBURNE 252 'BRONTE'
SECTION & DETAILSSHEET: 5 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)
SCALE: 1:100
SECTION A-A (WAFFLE RAFT SLAB)
BRICKWORK LINTELS
1000 TO 1200mm OPENING - L 100x100x8 (HWT)
TO OPENINGS
1500 TO 2100mm OPENING - L 100x100x8 (HWT)
2400 TO 3000mm OPENING - L 100x100x8 (HWT)
MAX. 500mm BRICKWORK
PROVIDE CAVITY FLASHING AND WEEPHOLES TO
EVERY 3rd PERPEND OVER OPENINGS
Smart SeriesA B N 89 086 408 157
D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803
Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
SCALE: 1:10
'T' LINTEL DETAIL
SD
TV
PH
2 W
AYSW
ITCH
GPO FOR REMOTEDOOR UNIT
SD
ISOLATOR SWITCH FORCONDENSER UNIT
ARTIFICIAL LIGHTING
ARTIFICIAL LIGHTING TO COMPLY WITH BCA PART 3.12.5.5TOTAL HOUSE = MAX 1153 WATTS(234.6 m2 @ 5 WATTS PER SQM)
20 x 10w LED 240V DOWNLIGHTS = 200 WATTS1 x 42w WALL BATTEN-FIX LIGHTS = 42 WATTS12 x 42w BATTEN-FIX LIGHTS = 504 WATTS
TOTAL = 746 WATTS
10F
10F
10F
10F
10F10F
10F
10F
10F
10F
10F
10F 10F 10F
10F
10F 10F
10F
10F
10F
D
D TV
D
D
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:100
SHELBURNE 252 'BRONTE'
ELECTRICAL LAYOUTSHEET: 6 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)
ELECTRICAL LEGEND
42w BATTEN-FIX LIGHT
42w WALL BATTEN FIX LIGHT
EXTERNALLY VENTILATED EXHAUST FAN
SMOKE DETECTORS TO COMPLY WITH AS 3789AND BE HARD WIRED & INTERCONNECTED
100w 3 IN 1 HEAT LIGHT (4 LAMPS = 1100w)
DOUBLE POWER OUTLET (GPO)
SINGLE POWER OUTLET (GPO)
SOLAR HOT WATER SERVICE (AS PER SPEC)
TELEVISION POINT
POWER OUTLETS FOR APPLIANCES ARENOT SHOWN FOR CLARITY
POSITIONING OF METER BOX, H.W.S. TAPPING & DHU VENTS
TO BE AT THE BUILDERS DISCRETION
SD
TV
CEILING SWEEP FAN
TELEPHONE POINTPH
DIMMER SWITCHD
SENSORS
JUNCTION BOX
DATA POINTD
PAY TELEVISION POINTP/TV
6w LED 240V GENERAL DOWN LIGHT, WITH HEAT HOOD
FLUORESCENT LIGHT WITH LED TUBE = 40 WATTS
ARTIFICIAL LIGHTING TO COMPLY WITH BCA PART 3.12.5.5
10w LED 240V DOWNLIGHT, WITH HEAT HOOD(FOR USE IN WET AREAS WHERE LABELLED)
(2 LAMPS = 550w)
10F
42w PENDANT LIGHT
1.2m LED PENDANT LIGHT = 25 WATTS
Smart SeriesA B N 89 086 408 157
D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803
Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
NOTE: PLAN INDICATES FLOOR TILE LOCATIONS ONLY,SIZES ARE NOT TO SCALE
AREAS: (Approx:) Floor Covering
CARPET: 71.8 m2
TILES (WET AREAS): 14.8 m2
TIMBER LAMINATE 60.4 m2
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:100
SHELBURNE 252 'BRONTE'
FLOOR COVERINGS LAYOUTSHEET: 7 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)Smart Series
A B N 89 086 408 157D B U - 2996
Factory 2 / 13 - 15 David Lee Road, Hallam 3803 Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020
HP
TILESPANTRY
715
749 900 74916 16
650
4073
014
0
730
1400 900ISLAND BENCH
600
300
2460ISLAND BENCH
1010
1850
440
1100
REF.SPACE LAUNDRY
4No. EQUALDRAWERS
900hMIRROR
3No. EQUALDRAWERS
eq eq
ADJUSTABLEOPEN SHELF
200
568
32
200
900hMIRROR
1150
3No. EQUALDRAWERS
200
568
32
eqeq
2000
(NO
M.)
O'A
LL T
ILES
2000
(NO
M.)
O'A
LL T
ILES
PIVOTDOOR
520
800
480
HO
B
200
2440
3273
014
8
NOTE: WASHING MACHINETAPS LOCATED INSIDE C'BRD(PROVIDE 50mmØ HOLE INSIDE OF C'BRD)
1050
750
CL
CL
1000 715
520
200
800
910
NOTE: 40mm EDGE STONEBENCHTOPS TO KITCHEN
SQ. SET PLASTER (ILO CORNICE)BEHIND RANGEHOOD
UBO
WALK INPANTRY
600
NOTE: VERTICAL SHELVINGSUPPORT/S INSTALLED ASREQUIRED
1584
OPEN UNDER BENCHTOP
1000
1050
CL
PIVOT DOOR350h X 550wTILED RECESS 450
400
400
400
500
2000
DW
SINKTILESTILES
910
SINK(U'MOUNT)
1900
CL
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:50
SHELBURNE 252 'BRONTE'
INTERNAL ELEVATIONSSHEET: 8 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)
KITC
HEN
Smart SeriesA B N 89 086 408 157
D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803
Phone: (03) 9702 3844 Fax: (03) 9702 3845
ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4
ENSU
ITE
ELEVATION 1 ELEVATION 2 ELEVATION 4 ELEVATION 1
LAU
ND
RY
BATH
ROO
M
ELEVATION 1 ELEVATION 2 ELEVATION 4
DENOTES WALLTILING
NOTE: 100mm TILED SKIRTINGTO ALL WET AREAS
SPECIFICATION:
SMART SERIES 2020
WAL
K IN
PAN
TRY
ELEVATION 1
20897 OVERALL SLAB
6470
19790
(GARAGE FFL -150)
(DWELLING FFL 310mmABOVE FINISHED SURFACELEVEL OF SITE CUT/ FILL)
PROVIDE CONDUIT THROUGH CONCRETE SLABTO ALLOW FOR POWER SUPPLY TO KITCHENISLAND BENCH AREA
1044
039
50
1800
470
8760
1800
3840
6170 150
230
150
150
840
470
4200
150
150
3850
600 X 600 CONCRETEPAD FOR HWS
150
150
15015
0
150
150
6710
5880
470
5410
4704670
1190
370
450
960
7320
670
CL
CL
5040 3240
1210
150
IN SITUSHOWER BASE
CAPPED WATER POINT
450
4570
150
MIN
.15
0M
IN.
86
JOB NO:
REVISION:
DRAWN BY:
DATE:
0001LOR0
C-18/02/2021
07/09/2020
TYPE:
CLIENT:
SITE ADDRESS:
TITLE:
DO NOT SCALE DRAWING.SCALE: 1:100
SHELBURNE 252 'BRONTE'
SLAB LAYOUT PLANSHEET: 9 J.S.
MASTER ISSUE DATE:
SIGNED OWNER:
SIGNED OWNER:
SIGNED BUILDER:
ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L
PLAN OF SUB: MELWAY:DATE:
DATE:
DATE:
JAMES MICHAEL PANOFF & NANTHIDA PHUSUK
LOT 1, (No. 35) LORIMER STREET,
CRIB POINTNOVEMBER 2019
PS 808921 (mel)
REBATE DETAILSCALE: 1:20(REFER TO ENGINEER'S DETAILS)
REBATE DETAIL (DWELLING/ GARAGE WALL)SCALE: 1:20(REFER TO ENGINEER'S DETAILS)
GARAGE REBATE DETAILSCALE: 1:20
Smart SeriesA B N 89 086 408 157
D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803
Phone: (03) 9702 3844 Fax: (03) 9702 3845
SPECIFICATION:
SMART SERIES 2020