Form 2 NOTICE OF AN APPLICATION FOR PLANNING PERMIT · waterproofing shall be installed in...

Form 2

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

The land affected by the application

is located at:

3 Altitude Way, Pakenham VIC 3810

L22 PS713408

The application is for a permit to: Development of a single dwelling and associated works.

The applicant for the permit is: Mrs Avalon Anketell-Kemel

The application reference number

is:

T190752

You may look at the application and

any documents that support the

application at the office of the

Responsible Authority:

Cardinia Shire Council

20 Siding Avenue

Officer 3809

This can be done during office hours and is free of charge.

Documents can also be viewed on Council’s website

www.cardinia.vic.gov.au.

Any person who may be affected by the granting of the permit may object or make other submissions to the

responsible authority.

An objection must * be sent to the Responsible Authority in writing,

at Cardinia Shire Council, PO Box 7, Pakenham, Vic, 3810 or email at

[email protected]

* include the name and address of the objector/ submitter

* include the application number and site address

* include the reasons for the objection, and

* state how the objector would be affected.

The Responsible Authority will not

decide on the application before: 24 February 2020

If you object, the Responsible Authority will advise you of its decision.

Please be aware that copies of objections/submissions received may be made available to any person

for the purpose of consideration as part of the planning process.

For additional information or advice contact Cardinia Shire Council, Planning Department on 1300 787

624 or [email protected]

Your objection/ submission and personal information is collected by Cardinia Shire Council for the purposes of the

planning process as set out in the Planning and Environment Act 1987. If you do not provide your name and

address, Council will not be able to consider your objection/ submission. Your objection/ submission will be

available free of charge at the Council office for any person to inspect and copies may be made available on request

to any person for the relevant period set out in the P&E Act. You must not submit any personal information or

copyright material of third parties without their informed consent. By submitting the material, you agree that the

use of the material as detailed above does not breach any third party’s right to privacy and copyright.

http://www.cardinia.vic.gov.au/

mailto:[email protected]

mailto:[email protected]

2,500

T190752

1:

0 Meters127.0

Data Source: State & Local Government. © CARDINIA SHIRE COUNCIL

63.50127.0 10-Feb-2020

Notes

Portal Reference D12014F7

Reference No T190752

Cost of Works $374,500

Site Address 3 Altitude Way, Pakenham VIC 3810

Does the proposal breach, in any way, an encumbrance on title such as restrictive covenant, section 173agreement or other obligation such as an easement or building envelope?

No such encumbrances are breached

Note: During the application process you may be required to provide more information inrelation to any encumbrances.

Date Type Filename

10-01-2020 Additional Document LOT 22 ALTITUDE WAY PAKENHAM - Contract.pdf

Application Summary

Basic Information

Covenant Disclaimer

Documents Uploaded

Site User Avalon Anketell-Kemel 8 Philip Ct, Pakenham VIC 3810 M: 0402-168-699E: [email protected]

Submission Date 10 January 2020 - 11:08:AM

â˜‘ By ticking this checkbox, I, Avalon Anketell-Kemel, declare that all the information in this application is true and correct; and the Applicantand/or Owner (if not myself) has been notified of the application.

Lodged By

Declaration

Remember it is against the law to provide false or misleading information, which could result in a heavy fine and cancellation of the permit

Civic Centre20 Siding Avenue, Officer, Victoria Council's Operations Centre (Depot)Purton Road, Pakenham, Victoria

Postal AddressCardinia Shire CouncilP.O. Box 7, Pakenham VIC, 3810 Email: [email protected]

Monday to Friday 8.30am–5pmPhone: 1300 787 624After Hours: 1300 787 624Fax: 03 5941 3784

https://www.cardinia.vic.gov.au

GENERAL NOTES:THESE DRAWINGS SHALL BE READ IN CONJUNCTIONWITH ALL OTHER PLANS, ENGINEERING, STANDARDINCLUSIONS, SPECIFICATIONS,COMPUTATIONS, SOILREPORTS AND LOCAL COUNCIL CONDITIONS ORLOCAL LAWS. ANY DISCREPANCY SHALL BEREFERRED TO THE BUILDER BEFORE PROCEEDINGWITH WORKS.

WRITTEN DIMENSIONS SHALL TAKE PRECEDENCEOVER ANY SCALED PLAN. PLANS MUST NOT BESCALED OFF.

THE OWNER/BUILDER/CONTRACTOR SHALL VERIFYALL DIMENSIONS & SPECIFICATIONS PRIOR TO THECOMMENCEMENT OF WORKS.

THE BUILDER/CONTRACTOR SHALL VERIFY ALLLEVELS, SETBACKS & SHALL BE RESPONSIBLE FORENSURING THAT ALL BUILDING WORKS CONFORMTO NATIONAL CONSTRUCTION CODE OF AUSTRALIA(NCC 2016), CURRENT AUSTRALIAN STANDARDS,BUILDING REGULATIONS AND TOWN PLANNINGREQUIREMENTS. ANY DISCREPANCY SHALL BECONFIRMED WITH BUILDING SURVEYOR.

THE BUILDER/CONTRACTOR SHALL ENSURE THESOIL CLASSIFICATION AS SPECIFIED IN THE SOILREPORT IS PRESENT ONSITE DURING EXCAVATIONS.ANY VARIATIONS SHALL BE NOTIFIED TO THEDESIGNER AND/OR TO THE SOIL ENGINEER.

SOIL:

ALL TIMBER FRAMING SHALL BE IN ACCORDANCEWITH THE PROVISIONS OF AS1684-2010RESIDENTIAL TIMBER FRAMED CONSTRUCTION,CURRENT VICTORIAN MANUALS AND OTHER DESIGNTABLES DEEMED TO COMPLY WITH THE NCC.ALL MATERIALS AND WORK PRACTICES SHALLCOMPLY WITH, BUT NOT LIMITED TO THE BUILDINGREGULATIONS 2018, THE NATIONAL CONSTRUCTIONCODE AND ALL RELEVANT CURRENT AUSTRALIANSTANDARDS (AS AMENDED) REFEREED TO THEREIN.

TIMBER:CONCRETE SHALL BE AS NOMINATED ONENGINEERING PLANS & SPECIFICATIONS. ALLWORKMANSHIP SHALL BE IN ACCORDANCE WITHAS3600. ENGINEERING DOCUMENTATION TAKESPRIORITY OVER ANY DETAILED/DRAWNFOUNDATIONS ON ARCHITECTURAL PLANS.FOOTINGS ARE NOT TO ENCROACH TITLEBOUNDARIES OR EASEMENT. A TITLERE-ESTABLISHMENT SURVEY MAY BE NEEDED FORWORKS NEAR EXISTING STRUCTURES ON THEBOUNDARY.

ANY DISCREPANCY SHALL BE REFERRED TO THEENGINEERS OFFICE FOR CLARIFICATION TO ENSUREITS ACCURACY AND ANY REVISIONS ORRECTIFICATION WORKS CAN BE COMPLETED PRIORTO THE POURING OF THE CONCRETE SLAB.

CONCRETE:

ALL STORMWATER DRAINAGE SHALL DISCHARGETO THE LEGAL POINT OF DISCHARGE AS SPECIFIEDBY LOCAL COUNCIL BUILDING AUTHORITY OR THEDRAINAGE AUTHORITY. ALL WATER SHALL BEDIRECTED AWAY FROM FOUNDATIONS AT AMINIMUM 50mm FALL OVER 1M IN ACCORDANCEWITH AS2870-2011.

DRAINAGE:BRICKWORK LINTELS TO SUPPORT EXTERNALBRICK SKINS OF WALLS TO THE BUILDING. LINTELSTO BE PLACED WITH THE LARGER SIDE VERTICALAND SHALL BE FULLY SUPPORTED UNTIL MORTARHAS SET. ALL STEELWORK IN MASONRY TO BE HOTDIPPED GALVANISED. WALL TIES ARE TO INSTALLEDAT 300mm SPACINGS BOTH HORIZONTAL &VERTICAL AND WITHIN 300mm OF ARTICULATIONJOINTS

BRICKWORK:

ARTICULATION (EXPANSION) JOINT SPACING SHALLBE IN ACCORDANCE WITH AS4773.1-2015,AS4773.2-2015 & INSTALLED AS DESIGNED &DOCUMENTED BY THE ENGINEER

ARTICULATION JOINTS:

ALL PROPOSED BUILDINGS AND WORKS SHALL BEPROTECTED FROM TERMITE ATTACK INACCORDANCE WITH AS 3660.1.A DURABLE NOTICE SHALL BE PLACED IN THEMETERBOX INDICATING THE TREATMENT METHODUSED, INSPECTION PERIODS & CONTINUEDTREATMENT REQUIREMENTS.

TERMITE TREATMENT:

ELECTRICAL, GAS & WATER SHALL BE PROVIDED INACCORDANCE WITH THE RELEVANT SUPPLYAUTHORITY. ALL SERVICES TO COMPLY WITH NCC2019 PART 3.12.5.

SERVICES:

PROVIDE INTERCONNECTED CEILING MOUNTEDSMOKE DETECTORS DIRECT WIRED TO MAINSPOWER 0.3M CLEAR OF CORNERS OR WALL ANDCEILING JUNCTIONS IN ACCORDANCE WITH AS3786.SELF CONTAINED SMOKE ALARMS MUST COMPLYWITH NCC 2019 PART 3.7.5.2.

SMOKE ALARMS:

PROVIDE PROTECTION OF OPENABLE WINDOWSWHERE REQUIRED TO COMPLY WITH N.C.C. 3.9.2.6.UPPER FLOOR HABITABLE ROOM WINDOWS TO BERESTRICTED TO 125mm MAX. OPENABLE

PROVIDE GRADE 'A' SAFETY GLAZING TO THEFOLLOWING AREAS;-ALL ROOMS WITHIN 500mm VERTICAL THE FLOOR-BATHROOMS WITHIN 2m OF BATH BASE-FULLY GLAZED DOORS-SHOWER SCREENS-WITHIN 300mm OF A DOOR <1200mm ABOVEFLOOR LEVEL-WINDOW SIZES ARE NOMINAL ONLY ACTUAL SIZESWILL VARY

WINDOWS:GOING = 240mm MIN. & 355mm MAX.RISER = 115mm MIN. & 190mm MAX.HANDRAIL HEIGHT = 865MM ABOVE NOSINGSAND = 1000MM ABOVE LANDING

BALUSTRADING REQUIRED WHERE LANDINGEXCEEDS 1000MM ABOVE ADJACENTFINISHED GROUND SURFACEBALUSTERS - 125MM MAX GAPSSTAIR CONSTRUCTION TO COMPLY WITH NCC PART3.9.1. ALL STAIR TREADS TO HAVE SLIP RESISTANTFINISH IN ACCORDANCE WITH NCC 3.9.1.4

PROVIDE LOCALISED BACKFILL TO POINTS OFEGRESS WHERE REQUIRED TO ACHEIVE REQUIREDSTEP HEIGHT (MAX RISE 190MM)

STAIRS/STEPS:

ALL CONSTRUCTION MATERIALS SUPPLIED MUSTTAKE INTO ACCOUNT PROXIMITY TO COASTAL ORINDUSTRIAL ENVIRONMENTS, IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS.MATERIALS MAY NEED TO BE UPGRADED ATOWNERS COST TO COMPLY PROXIMITY GUIDELINES.INCLUDING AND NOT LIMITED TO THE SEALING OFEXPOSED STEELWORK PREVENTING OF CORROSIONOR RUST, UPGRADED BRICK-TIES AND ADDITIONALSEALANTS TO PREVENT INGRESS.

COASTAL AREAS:

GUTTERS & DRAINAGE TO BE SUPPLIED ANDINSTALLED IN ACCORDANCE WITH AS3500.3.SPREADERS ARE TO COLLECT A MAX. 15SQM OFROOF SPACE IN ACCORDANCE WITH SA HB 39:2015PART 5.7.7. STANDARD PROFILE FASCIA & GUTTERAS PER BUILDERS STANDARD INCLUSIONS ANDSPECIFICATION UNLESS UPGRADED OTHERWISE.

GUTTERS & DOWNPIPES:

WATERPROOFING SHALL BE INSTALLED INACCORDANCE WITH AS3740 & CERTIFICATEPROVIDED TO BUILDER UPON COMPLETION.

WATERPROOFING:

ALL WET AREAS TO COMPLY WITH NCC 3.8.1.2 ANDAS3740. SPLASHBACKS SHALL BE IMPERVIOUS FORA MINIMUM OF 150mm ABOVE SINKS, TROUGHS &BASINS WITHIN 75mm OF A WALL.

WET AREAS:

THERMAL WALL, CEILING & UPPER FLOORINSULATION TO BE INSTALLED AS REQUIRED BYENERGY RATING. DWELLING MUST ACHIEVE AMINIMUM OF 6 STAR RATING & MUST INCORPORATEA SOLAR HOT WATER SERVICES OR WATER TANK(AS DETERMINED BY BUILDER) TO COMPLY.

ENERGY EFFICIENCY:

ALL EXTERNAL STEEL TO BE HOT DIP GALVANISED.EXPOSED STEEL WITHIN A SURF COASTENVIRONMENT TO BE TREATED WITH REQUIREMENTOUTLINED AS PER SECTION 5 DESIGN FORDURABILITY OF AS3700-2018.

EXPOSED STEEL:

WALL SISALATION TO BE A VAPOUR PERMEABLEMEMBRANE TO COMPLY WITH AS4200.1 ANDINSTALLED PURSUANT TO AS4200.2

PLIABLE BUILDING MEMBRANE:

ALL EXHAUST FANS TO HAVE A MINIMUM FLOWRATE OF 40L/s. EXHAUST FANS TO BE DUCTED TOTHE EXTERNAL WALL OR THROUGH THE ROOFSPACE DIRECTLY TO A ROOF VENT. NO FANS TODISCHARGE DIRECTLY INTO THE ROOF SPACE.(APPLICABLE TO JOBS ISSUED UNDER NCC 2019)

EXHAUST FANS:

ANTI-PONDING DEVICE/BOARDS TO BE INSTALLEDPURSUANT TO CLAUSE 3.5.2.5 NCC 2019.ALTERNATIVELY, AN ANTI-PONDING DEVICE/BOARDMUST BE PROVIDED -(A) ON SARKED ROOFS WITH A PITCH LESS THAN 20DEGREES; AND(B) ON ALL ROOF PITCHES WHERE THERE IS NOEAVES OVERHANG, REGARDLESS OF WHETHERSARKING IS REQUIRED.

ANTI-PONDING DEVICE/BOARDS:

LOCATION OF DOWNPIPES ARE INDICATIVE ONLY.DOWNPIPES:

CUT AND FILL BUILDINGAREA TO: RL 98.10

BLOCK SIZE GARDEN %400-500m²501-650m²>650m²

min. 25%min. 30%min. 35%

ACHIEVED %

67.45 %NOTE:GARDEN AREA DOES NOT INCLUDE DRIVEWAYS, AREASSET ASIDE FOR CAR PARKING, OR ANY BUILDING ORROOFED AREAS, OR ANY PATH LESS THAN 1M WIDE

SITE ANALYSIS

SITE CUT - EXCAVATION COMPACTED FILLMAX. BATTER SLOPE RATIO (HEIGHT : LENGTH)

SOIL CLASSIFICATION

P(M)

1:1 (45°) 1:1 (27°)

WIND CLASSIFICATION

N3

BAL CLASSIFICATION TERMITE PRONE

12.5

PERMEABLEAREA ANALYSIS

189.34m²28.0%

BUILDINGS

486.66m²72.0%

TOTAL AREA 676m²GARDEN AREA ANALYSIS

YESFLOOD PRONE ALPINE AREA

NO NO

ZONING

LPOD

TREE ROOT BARRIERSNOTE: IT IS THE OWNERS RESPONSIBILITY (AND NOTFAIRHAVEN HOMES PTY LTD) TO MONITOR TREES ASTHEY DEVELOP AND WHERE NECESSARY EITHER REMOVETREES OR PLACE TREE ROOT BARRIERS WHERE THETREE HEIGHT IS GREATER THAN 0.75 X THE DISTANCEBETWEEN THE TREE AND THE HOUSE. FAIRHAVENRECOMMENDS THAT THE OWNER CONSULT AN ARBORISTTO APPROPRIATELY CLASSIFY EACH TREE, DETERMINEITS ROOT STRUCTURE, AND DETERMINE IF THE HOUSEFOUNDATIONS ARE AT RISK. PLEASE ALSO REFER TO THECSIRO “FOUNDATION MAINTENANCE AND FOOTINGPERFORMANCE: A HOMEOWNER'S GUIDE” PROVIDED ASPART OF YOUR CONTRACT DOCUMENTATION.

LEGAL POINT OF STORMWATERDISCHARGE

90mm DIA UPVC S.W.D. LAID AT1:100 (100mm DIA UNDER SLABAND/OR PAVED AREAS)

BUILDING ENVELOPE

STORMWATER PIPE

SEWER PIPE

NOTE: THE GARAGE OF THIS HOUSE HAS AN 86mmSTEPDOWN. LANAI/C.O.A. & PORCH HAVE A 172mmSTEPDOWN. (REFER TO FLOOR PLAN).

THESE AREA/S NEED TO BE CUT INTO THE BUILDINGPLATFORM APPROX 100mm TO ACHIEVE THESTEPDOWN AND 150mm MINIMUM FREEBOARD.

NOTE: CONTOURS SHOWN AT 200MM INTERVALS

NOTE: BATTERS ARE TO BE AT A 45°. PROVIDE CUT OFFDRAIN AT BASE OF EXCAVATION TO BECONNECTED TOSTORMWATER DRAIN SYSTEM VIA SILT PIT.

CLEAN SITE - PRIOR TO COMMENCEMENTNOTE: OWNER IS TO PROVIDE A BUILDING SITE CLEAR OFALL OBSTRUCTIONS, INCLUDING LONG GRASS, MOUNDSOF SOIL, DEBRIS ETC PRIOR TO COMMENCEMENT OFCONSTRUCTION. SHOULD ADDITIONAL WORKS BEREQUIRED BY BUILDER TO CLEAR THE SITE, ANYASSOCIATED COST WILL BE CHARGED TO THE OWNER BYPOST CONTRACT VARIATION.

mm MIN.SLAB

385

C.O.A.

F.F.L. 98.333

EXIS

TING

CROS

SING

RESIDENCE F.F.L. 98.505 F.F.L. 98.419

DOUBLE GARAGE

POR.

MB

HWS

DP

DP DP

DP

DPDP DP

DP

SPDR

SPDR

96.4 96

.2

96.4 96

.2

96.6 96

.4 96.2

96.6

96.8 96

.4 96.2

96.6

96.8

97.6 97

.4 97.2 97

.0

96.4 96

.2

96.6

96.8

97.6 97

.4 97.2 97

.0

98.0

97.8

96.4 96

.2

96.6

96.8

97.6 97

.4 97.2 97

.0

98.0

97.8

99.8

99.6

99.4

99.2 99

.0

98.8 98

.6 98.4 98

.2

96.4 96

.2

96.6

96.8

97.6 97

.4 97.2 97

.0

98.0

97.8

99.8

99.6

99.4

99.2 99

.0

98.8 98

.6 98.4 98

.2

100.8

100.6

100.4

100.2

100.0

ALTI

TUDE

WAY

LOT 22 No 3676m²

LOT 21VACANT

AS OF 14.10.19

LOT 23VACANT

AS OF 14.10.19

NATU

RE S

TRIP

FOOT

PATH

NATURE STRIP

FOOTPATH

ALTITUDE WAY

1.2m EX

ISTING M

ETAL F

ENCE

ON TOP O

F CONCRET

E

RETAINING W

ALL

98°5

6'40

"24

.19m

04°44'40"12.19m 177°08'40"13.10m

143°5

7'00"

8.51m

14.6

0m -

98°5

6'40

"

08°56'40"31.00m

99.82

98.45

99.20

100.0

3

100.8

3

100.8

0

99.33

98.37

98.02

98.87

99.63

100.4

2

99.89

98.50

98.5

4

100.0

6

96.51

96.26

96.25

96.14

96.59

96.35

97.3397

.08

96.57 95

.85

96.51

LIGHT POLE

PEG

STORMWATER PIT

LIGHT

POL

E

STOR

MW

ATER

PIT

SEW

ER IN

SPEC

TION

PIT

PIPE

STRE

ET S

IGN

ELEC

TRIC

ITY

PIT

PEG

STOR

MW

ATER

PIT

NBN PIT

NBN

PIT

WG

TEW

G

ET

ET

E

H

101.1

1

101.0

0

96.32

96.20

FOOTING PROBE 2REFUSED


96.4

96.2

NORTHTBM ELECTRICITY PIT

RL 96.49m (AHD)

2.0M

EAS

EMEN

T

SIZE:

OFFSET:DEPTH:

SEWER PIPE150mm UPCV

1.91m1.35m

S

SEW

ER T

IE<

8.10

m>

1.0M ENVELOPE

2.0M ENVELOPE

2.0M ENVELOPE

5.0M

ENV

ELOP

E

1.0m-1.1mEXISTING PALING

FENCE ON TOP OF 0.8m-2.5m

HIGH CONCRETE RETAINING

WALL

3.0M

ENV

ELOP

E

PROPOSED 200MM--800mm HIGHMAX. SLEEPER RETAINING WALL

1.2m EXISTING POLE & WIREFENCE ON TOP OF 0.45m

-2.5m CONCRETE RETAININGWALL

SIZE:

OFFSET:DEPTH:

STORMWATER DRAIN300mm DIA

1.511m-1.520mN/A

SIZE:

OFFSET:DEPTH:

STORMWATER DRAIN300mm DIA

1.534m-1.520mN/A

EVAPUNIT

SOLARPANEL

6135

4810

5050

6050RES. SETBACK

POR. SETBACK

3100

6890GARAGE SETBACK

11805

1400

LPOD

NOTE:PROVIDE LOAD COVER TO PROTECT LPOD .

PROVIDE RISER PIPE FOR OWNERTO CONNECT GATIC DRAIN TOLPOD AFTER HANDOVER.

TATHRA 350LineaRH Garage

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................

REV DATE AMENDMENT BY

REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF

Fairhaven Homes Pty Ltd - 12 Wheeler St, Berwick VIC 3806T: (03) 9704 4000 F:(03) 9796 2033 BL No. CDB-U 48497 - ACN 149 914 750

© ALL RIGHTS RESERVEDThis plan is the property of FAIRHAVEN HOMES P/LAny copying or altering of the drawing shall not be undertakenwithout written permission from FAIRHAVEN HOMES P/L# DIMENSIONS TO BE READ IN PREFERENCE TO SCALING

SITE PLAN

1:200 1

A 28/10/19 COLOUR DRAWINGS - R3 KIETB 08/11/19 PRELIM. DRAWINGS - TENDER 2 KIETC 02/12/19 CONTRACT DRAWINGS DN

AVALON RHIANNON ANKETELL-KEMEL ANDPAUL NICHOLAS KEMEL

LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

mm MIN.SLAB

385

C.O.A.

F.F.L. 98.333

EXIS

TING

CROS

SING

3630

900

4000

PROPOSED 1950mm MIN.HIGH TIMBER PAILING WITHA TIMBER CAP FENCINGRETURN FENCING .

RESIDENCE F.F.L. 98.505 F.F.L. 98.419

DOUBLE GARAGE

POR.

MB

HWS

ALTI

TUDE

WAY

LOT 22 No 3676m²

LOT 21VACANT

AS OF 14.10.19

LOT 23VACANT

AS OF 14.10.19

ALTITUDE WAY

98°5

6'40

"24

.19m

04°44'40"12.19m 177°08'40"13.10m

143°5

7'00"

8.51m

14.6

0m -

98°5

6'40

"

08°56'40"31.00m



NORTH

1.0M ENVELOPE

2.0M ENVELOPE

2.0M ENVELOPE

5.0M

ENV

ELOP

E

1.0m-1.1mEXISTING PALING

FENCE ON TOP OF 0.8m-2.5m

HIGH CONCRETE RETAINING

WALL

FENCESETOUT

3.0M

ENV

ELOP

E

PROPOSED 200MM--800mm HIGHMAX. SLEEPER RETAINING WALL

1.2m EXISTING POLE & WIREFENCE ON TOP OF 0.45m

-2.5m CONCRETE RETAININGWALL

EVAPUNIT

SOLARPANEL

6135

4810

5050

6050RES. SETBACK

POR. SETBACK

3100

6890GARAGE SETBACK

11805

1400

1500

FENCINGSETOUT


CUT AND FILL BUILDINGAREA TO: RL 98.10

BLOCK SIZE GARDEN %400-500m²501-650m²>650m²

min. 25%min. 30%min. 35%

ACHIEVED %

67.45 %NOTE:GARDEN AREA DOES NOT INCLUDE DRIVEWAYS, AREASSET ASIDE FOR CAR PARKING, OR ANY BUILDING ORROOFED AREAS, OR ANY PATH LESS THAN 1M WIDE

SITE ANALYSIS

SITE CUT - EXCAVATION COMPACTED FILLMAX. BATTER SLOPE RATIO (HEIGHT : LENGTH)

SOIL CLASSIFICATION

P(M)

1:1 (45°) 1:1 (27°)

WIND CLASSIFICATION

N3

BAL CLASSIFICATION TERMITE PRONE

12.5

PERMEABLEAREA ANALYSIS

189.34m²28.0%

BUILDINGS

486.66m²72.0%

TOTAL AREA 676m²GARDEN AREA ANALYSIS

YESFLOOD PRONE ALPINE AREA

NO NO

ZONING

NBN PACKAGEPROVIDE "NBN" PACKAGE INCLUDING 1 PHONE POINT, 1DATA OUTLET, 1 DATA POINT WITH 1 BROADCASTPOINT AND ALL UNDERGROUND REQUIREMENTS.

DRIVEWAYBUILDER TO PROVIDE 'CHARCOAL' COLOURED CONCRETEDRIVEWAY AND PORCH WITH 900mm LANDSCAPE STRIP.

FENCE NOTEOWNER IS TO PROVIDE 1950mm MIN. HIGH TIMBERPAILING WITH A TIMBER CAP FENCING TO REARBOUNDARY AFTER HANDOVER.

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



SITE PLAN

1:200 1A



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


TOTAL AREA:

PORCH:

GROUND:

C.O.A:

AREA ANALYSIS136.55M² 14.70SQ

36.17M² 3.89SQGARAGE:3.39M² 0.37SQ13.23M² 1.42SQ

337.26M² 36.30SQ

HWS

147.92M² 15.92SQFIRST:

DP

DP DP

DP

DP

DP DP

DP

PORCH820

SECT

IONA

L O/

H DO

OR

366x

80 G

L13

SW18

18

190x45 F17

4000GUEST/STUDY

240

1000PORCH

20140

21140

5900ENTRY

240

840 1000PORCH

6000GARAGE

230

1840PORCH

6470

21140

240

3250

STAI

RS12

80HA

LL45

027

20BU

LKHE

AD45

0240

1700

390

930

WIR

1800

PDR

7010

00OP

ENIN

G70

5500

GARA

GE24

0

1410

WIR

1140

ENTR

Y33

00GU

EST/

STUD

Y24

068

20

3000

2200

PORC

H

5400

1060

0

3350

950

590

4810

GARA

GE D

OOR

OPEN

ING

190x

45 F

17 B

EAM

135x135 TIMBERPOST (DAR)

900x900TILED

SHR BASE

NOTE:WHERE DISTANCE FROM TOILET PAN TO ANY PART OFDOOR IS LESS THAN 1.2 M THE DOOR IS TO OPENOUTWARDS, SLIDE OR TO BE READILY REMOVABLEFROM OUTSIDE AS PER N.C.C. PART 3.8.3.3.MECHANICAL VENTILATION TO BE PROVIDED TO ALLSANITARY COMPARTMENTS WHERE NATURALVENTILATION CAN NOT BE PROVIDED BY MEANS OF AWINDOW. (VENTING TO COMPLY WITH 3.8.5 NCC).

LEGENDDIRECT WIRED SMOKE DETECTOR

CEILING EXHAUST FAN 25 L/SECSWITCHED WITH LIGHT

DENOTES 2140H BULKHEADS(EXCLUDING KITCHEN)

SD

1

2

3

4 AB

B A

LOAD BEARING WALL

WINDOW HEAD HEIGHT SCHEDULE(UPPER FLOOR ONLY)

CEILING HEIGHT WINDOW HEAD HEIGHTFROM FLOOR LEVELGROUND FL FIRST FL

2440 2440

2590 2440

2740 2440

2116

2138

2074

NOTES:

ALL GROUND FLOORWINDOW HEADHEIGHTS TO BE 2150ABOVE FL UNLESSNOTED OTHERWISE.

WINDOWS LOCATEDON HOBS MAYREQUIRE A TRIMOVER TO U/SIDE OFNEXT BRICK COURSE.

STD 86mm REBATE STEPDOWN TO GARAGE.STD 172mm REBATE STEPDOWN TO PORCH.ALL SPLAYED WALLS ARE ON A 45° ANGLE.

DIMENSIONS GIVEN WORK 86mm GAUGE BRICKWORK. FOR UPPER FLOORWINDOWS BELOW EAVES REFER TO DROP-OFF DETAIL ON SHEET 6

WMPROV

TR

820

720

720

GUEST BED/STUDY

WIR/STORE

PDR

ENTRY

1234567891011

12131415

720

820

L'DR

YP'TRY

720

RA

OHCREF

DW900 UPRIGHT/RH

SINK

OHC OHC

THEATRE

KITCHEN

ENGINEERING BEAM

GARAGE

F.F.L. 98.419

86mm STEPDOWN

PLASTER CEILING

820

SD2115

MEALS

FAMILY

820

COVEREDOUTDOOR

AREA

BEAM

F.F.L. 98.333

172mm STEPDOWN

PLASTER CEILING

mm MIN.SLAB

F.F.L. 98.505

385

SD

UP 86mm

233x60 GL13

233x

60 G

L13

240 3120MEALS

2400ISLAND

1000CLEAR

2350PANTRY

1600LAUNDRY

955 955 2740PDR/WIR

950REF

2390BENCH

600B'CH

2000STAIRS

390 2260WIR / STORE

KITCHEN WINDOW @ 905 ABOVE FFL WITHPLASTER REVEALS (NO BOTTOM SILL)

PLUMBINGSTACK

PLUMBINGSTACK

240

2910

LAUN

DRY

/ P'T

RY /

STAI

R15

30HA

LL38

00TH

EATR

E

240

1700

2310

P'TR

Y54

20FA

MIL

Y

1970

BENC

H85

0P'

TRY

650

BENC

H13

50CL

EAR

800

ISLA

ND17

30CL

EAR

3890

FAM

ILY

4530

MEA

LS24

034

20C.

O.A

470

PIER

3890

C.O.

A

240

3180

C.O.

A47

0PI

ER

5250

3650

1060

0

240 12740 180

470PIER

2930C.O.A

240 5150FAMILY

3650THEATRE

360

3160C.O.A

470PIER

2690C.O.A

9670

240

4998

1310

350

83015503110

350

560

850

1000

PROVIDE MIN. 1:100 FALL TOEXTERNAL EDGES OF C.O.A.SLAB. STEPDOWNS TO REMAINLEVEL WITH HOUSE REBATE

SW1218SW1809SW1809

AW12

24

TAP

SD

BEAM

BEAM

ST21

27ST2127

OHC

2/820 CSD

820

LINE

N

ARTICULATION JOINTS ARE TO BE SPACED AT 5.0m CTRS- AS NOMINATED ON THE ENGINEERING.

1900

F.O.

P15

015

0

850F.O.P

150

510

240

1690F.O.P

150

SW0518

1310

1270PANTRY

360

NOTE:DOWNPIPE TO BE LOCATED TO THE RIGHT HANDSIDE TO ALLOW FOR FUTURE FLOOD LIGHT.

SINK

FAW0518 FW0909

MB

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



GROUND FLOOR PLAN

1:100 2



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

DP

DP DP

DP

SPDR

SPDR

SW18

18

FW14

06

SW0518 SW0518

SW12

18

SW1218SW1515

3160BED 1

90 990

4000BED 1

90

3120BED 1

350

20100

5661BED 1

240

8402880

20100

240

3045

STAI

R

240

950

HALL

1840

ENSU

ITE

1560

WC

3490

ENSU

ITE

250

4190

BED

1

4530

BED

125

029

60BE

D 1

240

1230

8900

150

950

4000EAVE RETURN

900x900TILED

SHR BASE

900x900TILED

SHR BASE

SELECTEDBATH

34567891011

12131415

720

820

BED 1ENS

RA

820

820

820

ROBE

BED 4

820

720

720

STUDYNOOK

RUMPUS

BATH

WC 620

LINE

N

NOTE:WHERE DISTANCE FROM TOILET PAN TO ANY PART OFDOOR IS LESS THAN 1.2 M THE DOOR IS TO OPENOUTWARDS, SLIDE OR TO BE READILY REMOVABLEFROM OUTSIDE AS PER N.C.C. PART 3.8.3.3.MECHANICAL VENTILATION TO BE PROVIDED TO ALLSANITARY COMPARTMENTS WHERE NATURALVENTILATION CAN NOT BE PROVIDED BY MEANS OF AWINDOW. (VENTING TO COMPLY WITH 3.8.5 NCC).

LEGENDDIRECT WIRED SMOKE DETECTOR

CEILING EXHAUST FAN 25 L/SECSWITCHED WITH LIGHT

DENOTES 2140H BULKHEADS(EXCLUDING KITCHEN)

SD

1

2

3

4 AB

B A

LOAD BEARING WALL

WINDOW HEAD HEIGHT SCHEDULE(UPPER FLOOR ONLY)

CEILING HEIGHT WINDOW HEAD HEIGHTFROM FLOOR LEVELGROUND FL FIRST FL

2440 2440

2590 2440

2740 2440

2116

2138

2074

NOTES:

ALL GROUND FLOORWINDOW HEADHEIGHTS TO BE 2150ABOVE FL UNLESSNOTED OTHERWISE.

WINDOWS LOCATEDON HOBS MAYREQUIRE A TRIMOVER TO U/SIDE OFNEXT BRICK COURSE.

STD 86mm REBATE STEPDOWN TO GARAGE.STD 172mm REBATE STEPDOWN TO PORCH.ALL SPLAYED WALLS ARE ON A 45° ANGLE.

DIMENSIONS GIVEN WORK 86mm GAUGE BRICKWORK. FOR UPPER FLOORWINDOWS BELOW EAVES REFER TO DROP-OFF DETAIL ON SHEET 6

SD

SD

200 3310BED 4

5210RUMPUS

1350STUDY

510

2000STAIRS

2740ENS

1950STUDY

1150WC

350

200

2560

STUD

Y35

0

1440

HALL

200

3000

STUD

Y32

00BE

D 323

10BA

TH14

00LI

NEN

4530

RUM

PUS

1800

BATH

1520

WC

7040

2051

0RB

3930

BED

44970

3850

8820

200 440 1830ROBE

950BED 4

9670

3360

240

860WC

1090 510LIN

2420 750

2640BATH

3260BED 3

3260BED 2

13020

4190 470 900 2670

1270

1270 950 3230

1090

1750

STAI

R VO

ID12

95ST

AIRS

MH

@560mm ABOVE FFL.NO BOTTOM REVEAL

SD

3800

BED

2 &

3BED 2

SW09

18BED 3

695

1600DRESSING

TILED NICHELOCATION

SW1006SW1215

720

ROOM

SW1218

WIR

WIR

1570WIR

SW0912

830

3800

BED

2 &

3 &

DRE

SSIN

G

DRES

SING

1855

WIR

1855

WIR

1485

HALL

ARTICULATION JOINTS ARE TO BE SPACED AT 5.0m CTRS- AS NOMINATED ON THE ENGINEERING.

1500ENS

510

SW0518

1310

1550EAVE RETURN

800

800

850OPEN.

750

SPA BATH

WC

300


TOTAL AREA:

PORCH:

GROUND:

C.O.A:

AREA ANALYSIS136.55M² 14.70SQ

36.17M² 3.89SQGARAGE:3.39M² 0.37SQ13.23M² 1.42SQ

337.26M² 36.30SQ

147.92M² 15.92SQFIRST:

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



FIRST FLOOR PLAN

1:100 3



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


HWS

FACEBRICKWORK

PROVIDE A WEEPHOLE TO EVERY 4thPERPEND OF BRICKWORK OVER ALLDOORS AND WINDOWS

ALUMINIUM FRAMED SLIDINGDOOR WHERE SHOWN

COLORBOND ROOF AT22.5 DEGREE PITCH

ALUMINIUM FRAMED SLIDINGWINDOWS WHERE SHOWN

BRICK ON EDGE SILL TOALL WINDOW & DOORTHRESHOLDS

3096

BRIC

KWOR

K HE

IGHT

75mm RENDERED FOAMTO UPPER FLOORWHERE SHOWN

4000EAVE RETURN


ELEVATION 2

22.5°

FL

2440

NOM

.

FL

CL

CL

2440

NOM

.

905

F.

172

450EAVE

ROOF VENT TO BE LOCATED NOHIGHER THAN RIDGELINE AS PERDEVELOPER REQUIREMENTS.

R'HOOD VENT

NGL

NGL

PDR EXHAUST VENT

F.

4988

MAX

.WAL

L HE

IGHT

4378

MIN

.WAL

L HE

IGHT

1440

CUT

HT.

786

CUT

HT.

SELECTED GARAGEDOOR 2150H NOM.24

40NO

M.

CL

FL

2440

NOM

.

CL

FL

2526

NOM

.

CL

FL

22.5°

7402

MAX

BUI

LDIN

G HE

IGHT

FACEBRICKWORK

ALUMINIUM FRAME SLIDINGWINDOWS WHERE SHOWN


PAINTED TIMBER BEAMOVER GARAGE DOOR

PAINTED CEMENT SHEETABOVE PORCH


3096

BRIC

KWOR

K HE

IGHT

SCYON 'LINEA WEATHERBOARD'CLADDING TO UPPER FLOORWHERE SHOWN

450EAVE

172

86

ELEVATION 1

TOTAL 100.0% 18.21m²BRICK 58.5% 10.66 m²CLADDING 41.5% 7.55 m²

FACADE MATERIAL PERCENTAGE

F.

NGL

PROPOSED SLEEPERRETAINING WALLMAX. 800mm H

NGL

EXISTINGRETAINING

450EAVE

450EAVE

450EAVE

NOTE:HATCHING IS FOR ILLUSTRATIVE PURPOSES ONLY. SIZE &USE OF MATERIALS MAY VARY DURING CONSTRUCTION

NOTE:PROVIDE PERMANENTLY RESTRICTED OPENINGS TOBEDROOM WINDOWS NOMINATED TO COMPLY WITH NCC3.9.2.5 (BED 1, BED 2, BED 3, BED 4).

BUILDING SEALING- PROVIDE SEALS TO ALL EXHAUST FANS - (EXCLUDING KITCHEN RANGEHOOD).- PROVIDE COMPRESSIBLE SEAL TO HEAD AND JAMB OF EXTERNAL SWINGING

DOORS - (EXCLUDING GARAGE).- PROVIDE WEATHERSTRIP TO BOTTOM EDGE OF EXTERNAL SWINGING DOORS -

(EXCLUDING GARAGE).

ENERGY EFFICIENCY REQUIREMENTS

INSULATIONWALLS

- R2.0 ADDED BULK INSULATION WITH ANTI-GLARE FOIL（EXCLUDING GARAGE)- R2.0 ADDED BULK INSULATION TO INTERNAL WALLS ADJOINING GARAGE &

ROOF SPACES

CEILINGS- R3.5 ADDED BULK INSULATION (EXCLUDING GARAGE)

*NOTE: LED DOWNLIGHTS, IF USED, ARE TO BE IC RATED FIRE RESISTANT TYPE.*NCC 3.12.1.1b HAS NOT BEEN TRIGGERED

ROOFS- SARKED FOR BUSHFIRE REQUIREMENTS

FLOORS- WAFFLE POD SLAB,R3.5 TO FLOOR OVER GARAGE

WINDOWS- A & L WINDOWS & SLIDING DOORS

*NOTE: TYPES AND STYLES AS PER PLANS.*ALL SYSTEM VALUES PUBLISHED ON WWW.WERS.NET

ADDITIONAL NOTESWHERE REQUIRED, THE FOLLOWING MUST ALSO MEET NCC 2019 VOL 2 PART 3.12

- 3.12.1.1 INSULATION MUST BE INSTALLED AND COMPLY WITH AS/NZ 4859.1- 3.12.1.2(b)(c) IS NOT REQUIRED FOR THIS PROJECT- 3.12.1.5(c)(d) IS NOT REQUIRED FOR THIS PROJECT- 3.12.3 SEAL BUILDING (THE SEALING OF ALL GAPS AND CRACKS)- 3.12.5 R1 TO ALL DUCT WORK AND HWS PIPE ENTRY POINTS AS PER THE

PLUMBING STANDARDS. HEATING DUCTS R1 INCLUDING INNER AND OUTER FOILWRAP WITH TONTINE FILLING.

*NOTE: PENETRATIONS TO CEILING ARE LESS THAN 0.5% OF CEILING AREA, THEREFORE NO EXTRAREQUIREMENTS ARE NEEDED TO SATISFY NCC 2019 VOL 2 DTS 3.12.1.1b.*NOTE: IT IS A REQUIREMENT TO INSTALL EITHER A SOLAR HOT WATER SERVICE OR A RAINWATERTANK CONNECTED TO ALL SANITARY CLOSET PANS.

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



ELEVATIONS

1:100 4



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


SCYON 'LINEA WEATHERBOARD'CLADDING TO UPPER FLOORWHERE SHOWN


PAINTED TIMBERBEAM TO C.O.A

FACEBRICKWORK

BRICK ON EDGE SILL TO ALLWINDOW & DOOR THRESHOLDS

ALUMINIUM FRAMESLIDING WINDOWS

470x470 BRICKPIER TO C.O.A


75mm RENDERED FOAM TOUPPER FLOOR WHERE SHOWN

1550EAVE RETURN

2440

NOM

.

CL

FL

2526

NOM

.

CL

FL 172

86

ELEVATION 4

22.5°

2440

NOM

.

CL

FL86


EVAPORATIVE COOLING TO BE NOHIGHER THAN RIDGELINE AS PERDEVELOPER REQUIREMENTS.

NGL

NGL

450EAVE

450EAVE

450EAVE

6204

MAX

. WAL

L HE

IGHT

5368

WAL

L HE

IGHT

METERBOX1388

644

FILL

HT. 48

6CU

T HT

.


NOTE:PROVIDE PERMANENTLY RESTRICTED OPENINGS TOBEDROOM WINDOWS NOMINATED TO COMPLY WITH NCC3.9.2.5 (BED 1, BED 2, BED 3, BED 4).


FACEBRICKWORK

ALUMINIUM FRAMEDSTACKER SLIDING DOOR

PAINTED TIMBER BEAM TOCOVERED OUTDOOR AREA

470x470 BRICKPIER TO C.O.A

REFER TO DROP-OFF DETAILFOR WINDOW HEAD HEIGHT

75mm RENDERED FOAM TOUPPER FLOOR WHERE SHOWN

3096

BRIC

KWOR

K HE

IGHT

2526

NOM

.

CL

FL

172

86

ELEVATION 3

22.5°

2440

NOM

.

CL

FL

2440

NOM

.

CL

FL


NGL

NGL

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



ELEVATIONS

1:100 5



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


CL

FL

2526

NOM

.

SCALE: 1:100

SECTION A-A

CL

FL

2440

NOM

.CL

FL

2440

NOM

.

GARAGEGUEST

BED 1

ENTRY

COLORBOND ROOF @ 22.5°PITCH ON TIMBER TRUSSESTO MANUFACTURERSDESIGN & SPECIFICATIONS

PLASTERBOARD LINEDWALLS & CEILINGS


86

22.5°

REINFORCED CONCRETE WAFFLE RAFTSLAB TO ENGINEERS DESIGN & DETAILS

450EAVE

450EAVE

STANDARD PROFILE COLORBONDSPOUTING FIXED TO SELECTEDCOLORBOND FASCIA

450EAVE

SCALE: 1:100

SECTION B-B

CL

FL

2440

NOM

.

CL

FL

2440

NOM

.

STANDARD PROFILECOLORBOND SPOUTINGFIXED TO SELECTEDCOLORBOND FASCIA


KITCHEN FAMILY

RUMPUS BED 3

22.5°

REINFORCED CONCRETE WAFFLE RAFTSLAB TO ENGINEERS DESIGN & DETAILS

COLORBOND ROOF @ 22.5°PITCH ON TIMBER TRUSSESTO MANUFACTURERSDESIGN & SPECIFICATIONS

STUMPS:

BEARERS:

FLOOR JOISTS:

TOP PLATE:

BOTTOM PLATE:

STUDS:

NOGGINGS:

CONCRETE SLAB

TIMBER SCHEDULE TO AS 1684

90 x 35 PINE MGP10 "POINT LOADED"

C/JOISTS:

H/BEAMS:

RAFTERS:

HIP/VALLEY:

UNDERPURLINS:

STRUTS:

COLLAR TIES:

ROOF BATTENS:

90 x 35 PINE MGP10

90 x 35 PINE F5 OR BETTER @ 450 CTRS

70 x 35 MERCH PINE

TRUSS ROOF

GROUND FLOOR FIRST FLOOR

90 x 35 PINE MGP10 "POINT LOADED"

90 x 35 PINE MGP10

90 x 35 PINE F5 OR BETTER @ 600 CTRS

70 x 35 MERCH PINE

METAL BATTENS @ 900 CTRS

90mm STUD WALL GAP FORMED BY REMOVABLEWALL SPACER

MASTIC SEALANT 10-20mm WIDEAND 10-20mm DEEP

110mm FACE BRICKWORK

SCALE: 1:

BRICK JOINT DETAIL20

BRICKWORK LINTELSMAX. 500 BWK HEIGHT OVER LINTEL MAX. 1500 BWK HEIGHT OVER LINTEL MAX. 2500 BWK HEIGHT OVER LINTEL

LINTEL SIZEOPENING WIDTH (mm)

NOTE: ALL LINTELS ONLY APPLICABLE TO SINGLE STOREY DWELLINGS & UPPER FLOORWINDOWS. REFER TO ENGINEERING FOR GROUND FLOOR WINDOW LINTELS ON DOUBLE STOREY

UP TO 1650UP TO 1950UP TO 2400UP TO 2700UP TO 2850UP TO 3950

100 x 100 x 8 EA100 x 100 x 8 EA100 x 100 x 8 EA100 x 100 x 8 EA150(V) x 100(H) x 10 UA150(V) x 100(H) x 10 UA

100 x 100 x 8 EA100 x 100 x 8 EA

100 x 100 x 8 EA

150(V) x 100(H) x 10 UA150(V) x 100(H) x 10 UA

150(V) x 100(H) x 10 UA150(V) x 100(H) x 10 UA

REFER TO ENGINEERING

REFER TO ENGINEERINGREFER TO ENGINEERINGREFER TO ENGINEERING

REFER TO ENGINEERING

OPENING WIDTH (mm)

UP TO 1200

UP TO 1800

UP TO 2400

UP TO 2700

JAMB STUDS

2/90 x 35 F5

2/90 x 35 F5

3/90 x 35 F5

3/90 x 35 F5

LINTEL SIZE

90 x 45 F17 KDHW

140 x 45 F17 KDHW

190 x 45 F17 KDHW

240 x 45 F17 KDHW

LINTELS (R.L.W. 6000)METAL ROOF TILED ROOF

UP TO 3600 3/90 x 35 F52/240 x 45 F17 KDHW

OPENING WIDTH (mm)

UP TO 900

UP TO 1200

UP TO 1800

UP TO 2400

JAMB STUDS

2/90 x 35 F5

2/90 x 35 F5

3/90 x 35 F5

3/90 x 35 F5

UP TO 2700 4/90 x 35 F5

- SINGLE OR UPPER STOREY WALLS

NOTES:1. STEEL LINTELS SHALL BE GALVANISED OR PAINTED WITH ANTI RUST COMPOUND.2. 10MM PLASTERBOARD WALL LINING AND 10MM CEILING LINING THROUGHOUT.3. WR BLUEBOARD OR HARDIES VILLABOARD WALL LINING TO ALL WET AREA WALLS (TILED AREAS ONLY).

SEAL ALL JOINTS TO MANUFACTURERS SPECIFICATIONS.4. REFER TO FRAMING & LINTEL SCHEDULE FOR ALL TIMBER MEMBERS & LINTEL SIZES.5. REFER TO ENGINEERS SOIL REPORT FOR SOIL CLASSIFICATION.6. ALL EXTERNAL LOAD-BEARING WALLS ARE TO BE POINT LOADED.

WIND CLASSIFICATION AS PER AS4055N3

SCALE: 1:

EAVE DETAIL - FOAM20

CEMENT SHEET TORUN THROUGH TOHOUSE FRAME

75mm FOAM ON35mm BATTENS

5mm GAP SEALEDEXTERNALLY

SOFFIT SUPPORT@ 1200cts

600TRUSS TAIL

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



SECTION

1:100 6



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


HWSWPWP

SINGLE POWER POINT @ 300mm

DOUBLE POWER POINT @ 300mm





EXTERNAL SINGLE POWER POINT

EXTERNAL DOUBLE POWER POINT

POWER POINT FOR SECURITY SYSTEM

CEILING BATTEN LIGHT FITTING

LED DOWNLIGHT

LIGHT FITTING MICROSWITCHED WITH DOOR

EXTERNAL WALL MOUNTED LIGHT (@2150 UNO)

INTERNAL WALL MOUNTED LIGHT (@2150 UNO)

SINGLE PARA FLOOD LIGHT (@2150 UNO)

DOUBLE PARA FLOOD LIGHT (@2150 UNO)

SMOKE DETECTOR

SECURITY PAD

SINGLE FLUORESCENT LIGHT (600)

DOUBLE FLUORESCENT LIGHT (600)



MOVEMENT SENSOR

METER BOX (REFER TO ELEV. FOR HEIGHT)

CEILING EXHAUST FAN

C.E. FAN 25 L/SEC SWITCHED WITH LIGHT

DIMMER SWITCH

TELEVISION POINT (BROADCAST POINT)

CEILING FAN

CEILING FAN SWITCHED WITH LIGHT

JUNCTION BOX

TELEPHONE POINT

DATA POINT

THERMOSTAT

2 WAY SWITCH

RETURN AIR VENT

FAN/LIGHT/HEATER (2 GLOBE)

HEATING OUTLET (APPROX. LOCATION)

EVAP. COOLING OUTLET (APPR. LOCATION)

SECURITY VIDEO MONITOR

MB

DUCTED VACUUM UNIT


WP

WP

S

m

600

600

1200

1200

SD

SP

V

S

JB

2w

T

DV

RA

HEATING/REFRIG. OUTLET (APPR. LOCATION)

ELEC

TRIC

AL L

EGEN

D

SENSOR FOR ZONED HVAC SYSTEMSS

ISOLATION SWITCHi

RA

DW900 UPRIGHT/RH

SINK

SD

T

3w

3w 2w

DPP FOR DWPROVISION

DPP FOR MWPROVISION

NOTES:PROVIDE DOUBLE POWER POINT IN CEILINGSPACE FOR DUCTED HEATING UNIT.

ALL ELECTRICAL POINTS ARE APPROXIMATEONLY AND SUBJECT TO THE LOCATION OFSTRUCTURAL MEMBERS.

SD

DPP FOR GARAGEDOOR PROVISION

DPP FOR "NBN"PROVISION, HEIGHT& LOCATION TO BECONFIRMED ON SITE

NOTES:PROVIDE BRIVIS F46D ADVANCE SERIESEVAPORATIVE COOLING SYSTEM UNIT TO 7no.POINTS INC POWER AND WATER PROVISION.

P P P

S

WP

SINK

3w

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



ELECTRICAL PLAN - GROUND FLR

1:100 7



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

RA

SD

SD

NOTES:PROVIDE DOUBLE POWER POINT IN CEILINGSPACE FOR DUCTED HEATING UNIT.

ALL ELECTRICAL POINTS ARE APPROXIMATEONLY AND SUBJECT TO THE LOCATION OFSTRUCTURAL MEMBERS.

2w

MH

SD

NOTES:PROVIDE BRIVIS F46D ADVANCE SERIESEVAPORATIVE COOLING SYSTEM UNIT TO 6no.POINTS INC POWER AND WATER PROVISION.

DPP @ 1800H FORFUTURE WALLMOUNTED TV

USB USB








EXTERNAL SINGLE POWER POINT

EXTERNAL DOUBLE POWER POINT

POWER POINT FOR SECURITY SYSTEM

CEILING BATTEN LIGHT FITTING

LED DOWNLIGHT

LIGHT FITTING MICROSWITCHED WITH DOOR

EXTERNAL WALL MOUNTED LIGHT (@2150 UNO)

INTERNAL WALL MOUNTED LIGHT (@2150 UNO)

SINGLE PARA FLOOD LIGHT (@2150 UNO)

DOUBLE PARA FLOOD LIGHT (@2150 UNO)

SMOKE DETECTOR

SECURITY PAD





MOVEMENT SENSOR

METER BOX (REFER TO ELEV. FOR HEIGHT)

CEILING EXHAUST FAN

C.E. FAN 25 L/SEC SWITCHED WITH LIGHT

DIMMER SWITCH

TELEVISION POINT (BROADCAST POINT)

CEILING FAN

CEILING FAN SWITCHED WITH LIGHT

JUNCTION BOX

TELEPHONE POINT

DATA POINT

THERMOSTAT

2 WAY SWITCH

RETURN AIR VENT


HEATING OUTLET (APPROX. LOCATION)

EVAP. COOLING OUTLET (APPR. LOCATION)

SECURITY VIDEO MONITOR

MB

DUCTED VACUUM UNIT


WP

WP

S

m

600

600

1200

1200

SD

SP

V

S

JB

2w

T

DV

RA

HEATING/REFRIG. OUTLET (APPR. LOCATION)

ELEC

TRIC

AL L

EGEN

D

SENSOR FOR ZONED HVAC SYSTEMSS

ISOLATION SWITCHi

Signed BUILDER

Signed OWNER

Date:

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ELECTRICAL PLAN - FIRST FLR

1:100 8



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


DENOTES TILED AREAS

DENOTES LAMINATE AREAS

Signed BUILDER

Signed OWNER

Date:

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FLOOR COVERINGS - GROUND

1:100 9



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


DENOTES TILED AREAS


Signed BUILDER

Signed OWNER

Date:

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FLOOR COVERINGS - FIRST

1:100 10



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C



150 19840 150 1000

21140

6080 840 1150

6000 230

18406470

21140

150

4710

5590

150

3480

1230

3000

2200

5400

1060

0

1570

22019

MIN. 1:100 FALL

MIN

. 1:1

00 F

ALL

F.F.L. 98.419

86mm STEPDOWN

F.F.L. 98.333

172mm STEPDOWN mm MIN.SLAB

F.F.L. 98.505

385

150

4710

3890

150

4040

1700

8900

1060

0

150 3400 9520

3550 9520

12830

5590

PROVIDE MIN. 1:100 FALL TOEXTERNAL EDGES OF C.O.A.SLAB. STEPDOWNS TO REMAINLEVEL WITH HOUSE REBATE

150

150

90

230

FRONT OF GARAGE EXTERNALCORNER REBATE DETAIL - 1:50

Signed BUILDER

Signed OWNER

Date:

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SLAB PLAN

1:100 11



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


3395PLUMBING STACK (C.O.A)

4385SINK (KITCHEN)

4585CONDUIT (KITCHEN)

10740TROUGH (L'DRY)

13160PAN (PDR)/ PLUMBING STACK (WIR)

13520SHR (PDR)

15535VB (PDR)

195

COND

UIT

420

PS

1340

TROU

GH (L

'DRY

)

2190

SHR

(PDR

)

2640

VB (P

DR)

3085

PAN

(PDR

)

2695

COND

UIT

(KIT

CHEN

)

8665

PLUM

BING

STA

CK (C

.O.A

)

SET-OUT POINT

8230SINK (WIP)

390

SINK

(WIP

)

Signed BUILDER

Signed OWNER

Date:

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PLUMBING LAYOUT

1:100 12



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


KITCHEN A / PANTRY A

450

400

400

400

MDF SKIRTINGBOARDS

EQ EQ

DWPROV

MW PROVEQEQEQEQ

EQEQ

EQ EQ

FACE PANEL

900

2440

O/A

CEIL

ING

HEIG

HT

1616

60016

169616

61016

460

2400BENCHTOP

450

KITCHEN B

800BENCHTOP

1320BENCHTOP

650BENCHTOP

320

350BULK.

900

700

670

30450 560 300 630

450

400

400

400

450

580 43416

91516

600 16 950REF SPACE

600BENCHTOP

432BENCH

910 1032BENCHTOP

320 660 16 950 16 99616

920 30

900

700

670 42

018

50

KITCHEN C / PANTRY C

KITCHEN D

1850

420

2440

O/A

CEIL

ING

HEIG

HT

225 420 5NOM

650

800BENCHTOP

900

KITCHEN E

2400BENCHTOP

DENOTESTILING

NOTE:1. ALL INTERNAL & PLUMBING SETOUT DIMENSIONSARE FROM TIMBER FRAME2. INTERNAL ELEVATIONS ARE INDICATIVE ONLY.ALL CUPBOARD DIMENSIONS TO BE SITE MEASURED

EQ EQEQEQ

16160430

1620BULKHEAD.

PLASTER BULKHEAD

EQ EQ

16

350BULK.

3590BULKHEAD.

1000

MDF SKIRTINGBOARDS

600BENCHTOP

2310

1270BENCHTOP

30

RANGEHOOD

TILED SPLASHBACKPLASTER REVEAL(NO BOTTOM SILL)

900

EQ 16 EQ

PANTRY B

580

EQ EQ

900

120

600 200 16 2328 16

1350

PLASTER BULKHEAD

58116

EQ

EQ

190

580200

EQ

EQ

413

600

600

16

Signed BUILDER

Signed OWNER

Date:

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INTERNALS - Kitchen / Pantry

1:50 13



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

SCALE: 1:

KITCHEN / PANTRY50

REF SPACE

900mm UPRIGHT / R'HOOD

200mm OVERHANG

OHC OHC

SINK

DW

MWPROV.

4No.

SHE

LVES

OHC

E

A

B

C

D

650

1350

800

2400 1000

OHC

A

B

C

SINK


LAUNDRY A

DENOTESTILING


EQ EQ

600

TILE

S

900BENCHTOP

900

2440

O/A

CEIL

ING

HEIG

HT600

BENCHTOP

LAUNDRY B

16 828 16 TILE SKIRTING

600BENCHTOP

LAUNDRY C

TILE SKIRTING

NOTE:W/M STOPS LOCATED INSIDECABINET UNDER TROUGH

850

900

580

600

900

580

LINEN SECTION

450

400

400

400

1650

450

4 No. SHELVES

MDF SKIRTINGBOARDS

450

400

400

400

1650

120

Signed BUILDER

Signed OWNER

Date:

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INTERNALS - Laundry

1:50 14



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

SCALE: 1:

LAUNDRY50

WM

TROU

GH

A

B

C

LINE

N


50(N

OM)

2000

O/A

SHOW

ER S

CREE

N

2100

MIN

. TIL

ING

900TILED SHR BASE

PDR A

2440

O/A

CEIL

ING

HEIG

HT

WIR A

DENOTESTILING


1100

MIX

ER

650MIXER

1900

OUTL

ET

450OUTLET

900TILED SHR BASE

℄℄

℄

℄

MIRROR

1650

450

1650

450

550BENCHTOP

TILE SKIRTING

850

300

900

MIR

ROR

NOM

.

16 828 16

900B'TOP/MIRROR

PDR BPDR C

550BENCHTOP

PDR D

MDF SKIRTINGBOARDS

2440

O/A

CEIL

ING

HEIG

HT

WIR B WIR C

EQ 16 EQ

450

WIR D

1650

450 930

TILE SKIRTING

MDF SKIRTINGBOARDS

250NOM.

℄

1350

NOM

.

℄TOWELRING

550

850

200 85

0

530

450450

2260

450NOM.

℄

TOILET ROLLHOLDER

750

NOM

.

600NOM.

℄

℄

Signed BUILDER

Signed OWNER

Date:

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INTERNALS - PDR / WIR

1:50 15



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

900x900TILED

SHR BASE

SCALE: 1:

PDR/WIR50

PAN

SINGLE SHELF & RAIL

A

B

C

D

A

B

C

D

SING

LE S

HELF

& R

AIL

VB


ENSUITE A

BED 3 WIR A

DENOTESTILING


MIRROR

2440

O/A

CEIL

ING

HEIG

HT

550BENCHTOP

TILE SKIRTING

ENSUITE B ENSUITE C ENSUITE D / WC D

900

MIR

ROR

NOM

.

1496MIRROR

1650

2440

O/A

CEIL

ING

HEIG

HT

MDF SKIRTINGBOARDS

450 450

MDF SKIRTINGBOARDS

550

600

50(N

OM)

2000

O/A

SHOW

ER S

CREE

N21

00M

IN. T

ILIN

G

900TILED SHR BASE

SELECTED BATHIN TILED HOB

600NICHE

150

1350

400

NICH

E

150

1100

MIX

ER

650MIXER

1900

OUTL

ET

450OUTLET

900TILED SHR BASE

℄℄

℄

℄

530

850

200

30 1440 30

300

850

1500BENCH

4 4

MIRROR EDGE TO BE4mm FROM PLASTER

900TILED HOB

550

600

750

OUTL

ET920

OUTLET/MIXER300

℄

℄ ℄620

NOM.℄

900

NOM

.

℄DOUBLE

TOWEL RAIL

200

WC C

1120 450

BED 2 WIR C

1650

BED 3 WIR DBED 2 WIR B

1650

BED 3 WIR BBED 2 WIR D

1405

EQ16

EQEQ16

EQ

TILE SKIRTINGTILE SKIRTING

OPEN SHELF

FACE PANEL

OPEN SHELF

EQ EQ

MIRROR

TOILET ROLLHOLDER

750

NOM

.

600NOM.

℄

℄

575NOM.

℄

Signed BUILDER

Signed OWNER

Date:

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INTERNALS - Ensuite / WC / BED 2 / 3 (WIR)

1:50 16



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

SCALE: 1:

ENSUITE / WC50

VB

A

B

C

D

A

BD

PAN

SING

LE S

HELF

& R

AIL

SING

LE S

HELF

& R

AIL

TILED NICHE LOCATION

900x900TILED

SHR BASE

VB

SELECTED BATH

SCALE: 1:

WIR50

SINGLE SHELF & RAIL

SINGLE SHELF & RAIL

B

C

DC

D

1100

MIX

ER

650MIXER

1900

OUTL

ET

450OUTLET

900TILED SHR BASE

℄℄

℄

℄

50(N

OM)

2000

O/A

SHOW

ER S

CREE

N

2100

MIN

. TIL

ING

900TILED SHR BASE

DENOTESTILING


750

OUT.

/MIX

.

900TILES

300300 450NOM.℄

900

NOM

.

℄DOUBLE

TOWEL RAIL

BATH A

2440

O/A

CEIL

ING

HEIG

HT

550

600

BATH B

16 828 16

900B'TOP/MIRROR

850

200

900

MIR

ROR

NOM

.40

040

040

0

LINEN

550BENCHTOP

BATH C

TILE SKIRTING

BATH D

2440

O/A

CEIL

ING

HEIG

HT

450

400

400

400

WC DWC A

450

SELECTED BATHIN TILED HOB

℄ ℄

℄

850

530

200

255

TILE SKIRTING

450

MDF SKIRTINGBOARDS

DRESSING A

1150

1650

450

MDF SKIRTINGBOARDS

3350

1650

EQ16

EQ16

EQ

DRESSING D

430NOM.

℄

TOILET ROLLHOLDER

750

NOM

.

600NOM.

℄

℄

EQ EQ

MIRROR

450OUT./MIX.


Signed BUILDER

Signed OWNER

Date:

...........................................................

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INTERNALS - Bath / WC / DRESSING ROOM

1:50 17



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

SCALE: 1:

BATHROOM50

VB

A

B

C

D

A

B

C

D

PAN

SELECTED BATH

LINE

N

900x900TILED

SHR BASE

SCALE: 1:

DRESSING ROOM50

A

D

4No. SHELVES

4No.

SHE

LVES


2440

UNDE

RSID

E OF

FRA

MIN

G

CEMENT SHEET LINING TOUNDERSIDE OF PORCH

PAINTED 190x45 F17 BEAM

TIMBER INFILL OVERDOOR

APRON FLASHING

SCYON 'LINEA WEATHERBOARD' CLADDING TOUPPER FLOOR WHERE SHOWN

LINEA FACADE PORCH DETAIL(2440mm CEILING + 2040mm NON-PIVOT DOOR) - SCALE 1:20

F.F.L OF HOUSE

NON

PIVO

T DO

OR

F.C.L OF HOUSE

F.F.L OF HOUSE


PAINTED BARGE BOARD

PAINTED FC SHEET TO GABLE ENDFIXED TO 90x35 PACKERS

135x135 TIMBER POST (DAR)

150

3096

BRIC

KWOR

K HE

IGHT

BARGE CAPPING

Signed BUILDER

Signed OWNER

Date:

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DETAILS

1:20 18



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


TIMBER POST

PAINTED CEMENT SHEETLINING TO FRONT OF GABLE


BEAM AS PERENGINEERING

NOTES:TIMBER POSTS AND BEAMS TIED INTO FRAMEARE REQUIRED TO BE INSTALLED AT FRAMESTAGE. ALL OTHER JOISTS AND WALINGPLATES TO BE INSTALLED AFTER BRICKWORK.

BEAMS TO BE SECURED WITH JOIST HANGERS.

SCALE: 1:SCALE

PORCH GABLE DETAIL (TYP.)

ROOFING ON TIMBER TRUSSESTO MANUFACTURERS DETAILS

CEMENT SHEET LINING TOUNDERSIDE OF PORCH

140x45 F17 WHALING PLATEBOLTED TO BRICKWORK

PAINTED 190x45 F17 BEAM

CEMENT SHEET LININGTO EAVE SOFFIT

LINEA FACADE PORCH DETAIL(BOX GUTTER & EAVE DETAIL - TYPICAL) - SCALE 1:20

F.F.L OF HOUSE

BOX GUTTER (MIN. 240w x 75d)ON 240x45 MGP10 (RAKED TOCREATE FALL)

F.C.L OF HOUSE

F.F.L OF HOUSE

Signed BUILDER

Signed OWNER

Date:

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JOB No:

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CLIENT:

OF



DETAILS

1:20 19



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C


DOORS (SLIDING)(A) ANY GLAZING INCORPORATED IN SLIDING DOORS SHALL BE GRADE 'A'

SAFETY GLASS COMPLYING WITH AS 1288.(B) SLIDING DOORS SHALL BE TIGHT-FITTING TO THE FRAME.(C) THERE IS NO REQUIREMENT TO SCREEN THE OPENABLE PART OF A

SLIDING DOOR.

VEHICLE ACCESS DOORS (GARAGE DOORS)THE LOWER PORTION OF THE VEHICLE ACCESS DOOR, WITHIN 400mm ABOVEGROUND LEVEL WHEN CLOSED, SHALL BE MADE OF;

(A) NON-COMBUSTIBLE MATERIAL; OR(B) BUSHFIRE-RESISTING TIMBER; OR(C) FIBRE-CEMENT SHEET WITH A MINIMUM THICKNESS OF 6mm; OR(D) AN APPROVED BUSHFIRE-RESISTANT TIMBER SPECIES; OR

PANEL LIFT, TILT DOORS OR SIDE-HUNG DOORS SHALL BE FITTED WITHSUITABLE WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEALS ORGUIDE TRACKS, AS APPROPRIATE TO THE DOOR TYPE, WITH A MAXIMUM GAPNO GREATER THAN 3mm. ROLLER DOORS SHALL HAVE GUIDE TRACKS WITH AMAXIMUM GAP NO GREATER THAN 3mm AND BE FITTED WITH NYLON BRUSHTHAT IS IN CONTACT WITH THE DOOR. VEHICLE ACCESS DOORS SHALL NOTINCLUDE VENTILATION SLOTS.

ROOFSTHE FOLLOWING APPLY TO ALL TYPES OF ROOFS AND ROOFING SYSTEMS:

(A) ROOF TILES, ROOF SHEETS AND ROOF-COVERING ACCESSORIES SHALLBE NON-COMBUSTIBLE.

(B) THE ROOF/WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGSGREATER THAN 3 MM, EITHER BY THE USE OF FASCIA AND EAVESLININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THEUNDERSIDE OF THE ROOF AND BETWEEN THE RAFTERS AT THE LINE OFTHE WALL.

(C) ROOF VENTILATION OPENINGS, SUCH AS GABLE AND ROOF VENTS,SHALL BE FITTED WITH EMBER GUARDS MADE OF NON-COMBUSTIBLEMATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUMAPERTURE OF 2 MM, MADE OF CORROSION-RESISTANT STEEL, BRONZEOR ALUMINIUM.

ROOFS SHALL BE FULLY SARKED. THE SARKING SHALL;(A) HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5;(B) BE LOCATED DIRECTLY BELOW THE ROOF BATTENS;(C) COVER THE ENTIRE ROOF AREA INCLUDING THE RIDGE;(D) NOT HAVE ANY GAPS FOR TILED ROOFS;(E) HAVE ANY GAPS GREATER THAN 3mm FOR COLORBOND ROOFS,

UNDER CORRUGATIONS OR RIBS OF SHEET ROOFING AND BETWEENROOF COMPONENTS, SEALED AT THE FASCIA OR WALL LINE AND ATVALLEYS, HIPS AND RIDGES BY;

i) A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF2mm, MADE OF CORROSION-RESISTANT STEEL, BRONZE ORALUMINIUM; OR

ii) MINERAL WOOL; ORiii) OTHER NON-COMBUSTIBLE MATERIAL

ROOF PENETRATIONSTHE FOLLOWING APPLY TO ROOF PENETRATIONS:

(A) ROOF PENETRATIONS, INCLUDING ROOF LIGHTS, ROOF VENTILATORS,ROOF-MOUNTED EVAPORATIVE COOLING UNITS, AERIALS, VENT PIPESAND SUPPORTS FOR SOLAR COLLECTORS, SHALL BE ADEQUATELYSEALED AT THE ROOF TO PREVENT GAPS GREATER THAN 3 MM. THEMATERIAL USED TO SEAL THE PENETRATION SHALL BENON-COMBUSTIBLE.

(B) OPENINGS IN VENTED ROOF LIGHTS, ROOF VENTILATORS OR VENTPIPES SHALL BE FITTED WITH EMBER GUARDS MADE FROM A MESHOR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2 MM, MADEOF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

(C) ALL OVERHEAD GLAZING SHALL BE GRADE A LAMINATED SAFETYGLASS COMPLYING WITH AS 1288.

EXTERNAL WALLSEXTERNAL WALL SURFACE THAT IS LESS THAN 400 MM FROM THE GROUNDOR LESS THAN 400 MM ABOVE DECKS, CARPORT ROOFS, AWNINGS ANDSIMILAR ELEMENTS OR FITTINGS HAVING AN ANGLE LESS THAN 18 DEGREESTO THE HORIZONTAL SHALL BE;

(A) NON-COMBUSTIBLE MATERIAL; OR(B) FIBRE-CEMENT EXTERNAL CLADDING, A MINIMUM OF 6 MM IN

THICKNESS; OR(C) BUSHFIRE-RESISTING TIMBER

JOINTSALL JOINTS IN THE EXTERNAL SURFACE MATERIAL OF WALLS SHALL BECOVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENTGAPS GREATER THAN 3 MM.ALTERNATIVELY, SARKING-TYPE MATERIAL MAY BE APPLIED OVER THEOUTER FACE OF THE FRAME PRIOR TO FIXING ANY EXTERNAL CLADDING.

VENTS & WEEPHOLESVENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH AMESH WITH A MAXIMUM APERTURE OF 2 MM, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

WINDOWSWINDOW ASSEMBLIES LESS THAN 400 MM FROM THE GROUND OR LESSTHAN 400 MM ABOVE DECKS, CARPORT ROOFS, AWNINGS AND SIMILARELEMENTS OR FITTINGS HAVING AN ANGLE LESS THAN 18 DEGREES TO THEHORIZONTAL, SHALL BE MADE FROM ONE OF THE FOLLOWING:

(A) BUSHFIRE-RESISTING TIMBER OR,(B) METAL

EXTERNALLY FITTED HARDWARE THAT SUPPORTS THE SASH IN ITSFUNCTIONS OF OPENING AND CLOSING SHALL BE METAL.

GLAZING LESS THAN 400 MM FROM THE GROUND OR LESS THAN 400 MMABOVE DECKS, CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS ORFITTINGS HAVING AN ANGLE LESS THAN 18 DEGREES TO THE HORIZONTAL,SHALL BE GRADE A SAFETY GLASS MINIMUM 4 MM

NOTE: WHERE DOUBLE GLAZED UNITS ARE USED THE ABOVE REQUIREMENTSAPPLY TO THE EXTERNAL FACE OF THE WINDOW ASSEMBLY ONLY.

THE OPENABLE PORTIONS OF WINDOWS SHALL BE SCREENED WITH MESHWITH A MAXIMUM APERTURE OF 2 MM, MADE OF CORROSION-RESISTANTSTEEL, BRONZE OR ALUMINIUM.

DOORS (SIDE-HUNG)SIDE-HUNG EXTERNAL DOORS, INCLUDING FRENCH DOORS, PANEL FOLD ANDBI-FOLD DOORS, SHALL BE;

(A) NON-COMBUSTIBLE; OR(B) A SOLID TIMBER DOOR, HAVING A MINIMUM THICKNESS OF 35 MM

FOR THE FIRST 400 MM ABOVE THE THRESHOLD; OR(C) A DOOR, INCLUDING A HOLLOW CORE DOOR, WITH A

NON-COMBUSTIBLE KICKPLATE ON THE OUTSIDE FOR THE FIRST 400MM ABOVE THE THRESHOLD; OR

(D) A FULLY FRAMED GLAZED DOOR, THAT IS MADE FROM METAL OR ABUSHFIRE RESISTING MATERIAL.

WHERE DOORS INCORPORATE GLAZING, THE GLAZING SHALL COMPLY WITHTHE GLAZING REQUIREMENTS FOR WINDOWS.

DOORS SHALL BE TIGHT-FITTING TO THE DOORFRAME AND TO AN ABUTTINGDOOR, IF APPLICABLE. WHERE ANY PART OF THE DOOR ASSEMBLY IS LESSTHAN 400 MM FROM THE GROUND OR LESS THAN 400 MM ABOVE DECKS,CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS OR FITTINGS HAVING ANANGLE LESS THAN 18 DEGREES TO THE HORIZONTAL SHALL BE MADE FROMONE OF THE FOLLOWING:

(A) BUSHFIRE-RESISTING TIMBER OR;(B) METAL.

WEATHER STRIPS, DRAUGHT EXCLUDERS OR DRAUGHT SEALS SHALL BEINSTALLED AT THE BASE OF SIDE-HUNG EXTERNAL DOORS.

(D) GLAZED ELEMENTS IN ROOF LIGHTS AND SKYLIGHTS MAY BE OFPOLYMER PROVIDED A GRADE A SAFETY GLASS DIFFUSER, COMPLYINGWITH AS 1288, IS INSTALLED UNDER THE GLAZING. WHERE GLAZING ISAN INSULATING GLAZING UNIT (IGU), GRADE A TOUGHENED SAFETYGLASS, MINIMUM 4 MM, SHALL BE USED IN THE OUTER PANE OF THEIGU.

(E) FLASHING ELEMENTS OF TUBULAR SKYLIGHTS MAY BE OF AFIRE-RETARDANT MATERIAL, PROVIDED THE ROOF INTEGRITY ISMAINTAINED BY AN UNDER-FLASHING OF A MATERIAL HAVING AFLAMMABILITY INDEX NO GREATER THAN 5.

(F) EVAPORATIVE COOLING UNITS SHALL BE FITTED WITH BUTTERFLYCLOSERS AT OR NEAR THE CEILING LEVEL OR, THE UNIT SHALL BEFITTED WITH NON-COMBUSTIBLE COVERS WITH A MESH ORPERFORATED SHEET WITH A MAXIMUM APERTURE OF 2 MM, MADE OFCORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

(G) VENT PIPES MADE FROM PVC ARE PERMITTED.

VERANDAHS, DECKS, STEPS, RAMPS AND LANDINGS(A) DECKING SHALL EITHER BE SPACED (PREFERABLY WITH A MAXIMUM

GAP OF 3mm) OR CONTINUOUS (i.e. WITHOUT SPACING'S).(B) THERE IS NO REQUIREMENT TO ENCLOSE THE SUBFLOOR SPACE OF

VERANDAHS, DECKS, STEPS, RAMPS OR LANDINGS. HOWEVER, IFREQUIRED, MATERIALS THAT ARE LESS THAN 400mm FROM GROUNDLEVEL, SHALL BE MADE OF;

i) NON-COMBUSTIBLE MATERIAL; ORii) BUSHFIRE-RESISTING TIMBER; ORiii) FIBRE-CEMENT EXTERNAL CLADDING WITH A MINIMUM THICKNESS

OF 6mm; ORiv) AN APPROVED BUSHFIRE-RESISTANT TIMBER SPECIES; ORv) A COMBINATION OF ANY OF ITEMS (i), (ii), (iii) OR (iv) ABOVE.

(A) DECKING LESS THAN 300mm (MEASURED HORIZONTALLY AT DECKLEVEL) FROM GLAZED ELEMENTS THAT ARE LESS THAN 400mm(MEASURED VERTICALLY) FROM THE SURFACE OF THE DECK, SHALLBE MADE OF;

i) NON-COMBUSTIBLE MATERIAL; ORii) BUSHFIRE-RESISTING TIMBER; ORiii) AN APPROVED BUSHFIRE-RESISTANT TIMBER SPECIES; ORiv) A COMBINATION OF ANY OF ITEMS (i), (ii) OR (iii) ABOVE.

Signed BUILDER

Signed OWNER

Date:

...........................................................

...........................................................

...........................................................

...........................................................


REV:

DRAWN: DATE:

SHEET:

JOB No:

SCALE:

SITE ADDRESS:

CLIENT:

OF



BUSHFIRE

1:100 20



LOT 22, No.3

ALTITUDE WAY

PAKENHAM VIC 3810

CONTRACT DRAWINGS

KIET 02/12/2019

20

200145 C

Imaged Document Cover Sheet

The document following this cover sheet is an imaged document supplied by LANDATA®, Victorian Land Registry Services.

Document Type Instrument

Document Identification AK631869Y

Number of Pages

(excluding this cover sheet)

12

Document Assembled 10/01/2020 12:10

Copyright and disclaimer notice:© State of Victoria. This publication is copyright. No part may be reproduced by any process exceptin accordance with the provisions of the Copyright Act 1968 (Cth) and for the purposes of Section 32of the Sale of Land Act 1962 or pursuant to a written agreement. The information is only valid at thetime and in the form obtained from the LANDATA® System. None of the State of Victoria,LANDATA®, Victorian Land Registry Services Pty. Ltd. ABN 86 627 986 396 as trustee for theVictorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for anysubsequent release, publication or reproduction of the information.

The document is invalid if this cover sheet is removed or altered.

Imaged Document Cover Sheet

The document following this cover sheet is an imaged document supplied by LANDATA®, Victorian Land Registry Services.

Document Type Plan

Document Identification PS713408R

Number of Pages

(excluding this cover sheet)

12

Document Assembled 10/01/2020 12:10

Copyright and disclaimer notice:© State of Victoria. This publication is copyright. No part may be reproduced by any process exceptin accordance with the provisions of the Copyright Act 1968 (Cth) and for the purposes of Section 32of the Sale of Land Act 1962 or pursuant to a written agreement. The information is only valid at thetime and in the form obtained from the LANDATA® System. None of the State of Victoria,LANDATA®, Victorian Land Registry Services Pty. Ltd. ABN 86 627 986 396 as trustee for theVictorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for anysubsequent release, publication or reproduction of the information.

The document is invalid if this cover sheet is removed or altered.

VOLUME 12034 FOLIO 604 Security no : 124081062376A Produced 10/01/2020 12:05 PM

LAND DESCRIPTION

Lot 22 on Plan of Subdivision 713408R.PARENT TITLE Volume 11455 Folio 776Created by instrument PS713408R 21/11/2018

REGISTERED PROPRIETOR

Estate Fee SimpleJoint Proprietors AVALON RHIANNON ANKETELL-KEMEL PAUL NICHOLAS KEMEL both of 2 NEVADA COURT BERWICK VIC 3806 AS664211D 30/10/2019

ENCUMBRANCES, CAVEATS AND NOTICES

MORTGAGE AS664212B 30/10/2019 MACQUARIE BANK LTD

COVENANT PS713408R 21/11/2018

Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section 24 Subdivision Act 1988 and any other encumbrances shown or entered on the plan set out under DIAGRAM LOCATION below.

AGREEMENT Section 173 Planning and Environment Act 1987 AK631869Y 03/10/2013

AGREEMENT Section 173 Planning and Environment Act 1987 AQ674002Y 29/01/2018

DIAGRAM LOCATION

SEE PS713408R FOR FURTHER DETAILS AND BOUNDARIES

ACTIVITY IN THE LAST 125 DAYS

NUMBER STATUS DATEAS662515S (E) CONV PCT & NOM ECT TO LC Completed 30/10/2019AS664210F (E) DISCHARGE OF MORTGAGE Registered 30/10/2019AS664211D (E) TRANSFER Registered 30/10/2019AS664212B (E) MORTGAGE Registered 30/10/2019

------------------------END OF REGISTER SEARCH STATEMENT------------------------

Additional information: (not part of the Register Search Statement)

Street Address: 3 ALTITUDE WAY PAKENHAM VIC 3810

ADMINISTRATIVE NOTICES

NIL

Copyright State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the CopyrightAct 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 (Vic) or pursuant to a written agreement. The information is only valid at the timeand in the form obtained from the LANDATA REGD TM System. None of the State of Victoria, LANDATA REGD TM System, Victorian Land Registry ServicesPty. Ltd. ABN 86 627 986 396 as trustee for the Victorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for any subsequent release,publication or reproduction of the information.

Title 12034/604 Page 1 of 2

eCT Control 18440T MSA NATIONALEffective from 30/10/2019

DOCUMENT END

Copyright State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the CopyrightAct 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 (Vic) or pursuant to a written agreement. The information is only valid at the timeand in the form obtained from the LANDATA REGD TM System. None of the State of Victoria, LANDATA REGD TM System, Victorian Land Registry ServicesPty. Ltd. ABN 86 627 986 396 as trustee for the Victorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for any subsequent release,publication or reproduction of the information.

Title 12034/604 Page 2 of 2

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