DEVELOPMENT OF CARPORT AND ASSOCIATED WORKS … · 2021. 6. 10. · AS 1562.1-1992, Design and installation of sheet roof and wall cladding - Parts 1-3. AS 1684 Series: • AS 1684.2-2010,

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.

NOTICE OF AN APPLICATION FOR A PLANNING PERMIT

The land affected by the application is located at:

18 GOLF COURSE LANE SAFETY BEACH LOT 77 LP 213627 VOL 9850 FOL 025

The application is for a permit to:

DEVELOPMENT OF CARPORT AND ASSOCIATED WORKS GENERALLY IN ACCORDANCE WITH THE SUBMITTED PLANS

The applicant is: CUSTOM OUTDOOR LIVING

Planning application number and officer is:

P21/0862 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: 28 JUNE 2021

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

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

GSPublisherVersion 271.15.91.100

CLIENT NAME: MARK & LISA WOODBRIDGEADDRESS: 18 GOLF COURSE LANE SAFETY BEACH 3936 MELWAY REF:

CLIENTS SIGNATURE: DATE:

© COPYRIGHT 2021 CUSTOM OUTDOOR LIVING NO

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JOB NUMBER:04919DATE OF ISSUE:1/06/2021

SHEET:0 OF 8SHEET SIZE:A3

VARIATIONS:.

WM GOODIE LANDSCAPE & CARPENTRYT/AS PERGOLAS R USABN 21 635 010 835 WM GOODIE DBU26746PO BOX 403, OFFICER, VIC, 3809.TEL. 1300 724 118

JOB NUMBER: 04919JOB TYPE: VERANDAH & CARPORTDOCUMENTATION: CONSTRUCTION DRAWINGS

LAYOUT ID LAYOUT NAME DRAWING SCALE

DRAWING REGISTER

1

2

3

4

5

COVER

SITE PLAN

ROOFING FRAMING PLAN

ROOFING PLAN

1:200

1:100

1:100

1:100

CLIENT NAME: MARK & LISA WOODBRIDGEADDRESS: 18 GOLF COURSE LANE SAFETY BEACH 3936

WD

1:10/1:50

SPECIFICATIONS & DETAILS 1

6

NTSPERSPECTIVE 17

ELEVATIONS

SPECIFICATIONS & DETAILS 2

1:10/1:50

8 NTSPERSPECTIVE 2





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VARIATIONS:.


5,400

600

6,000

5,250

3,150

5,600

800

NEIG

HBOU

R S

ETBA

CK

97°16' 50" 40,000mm

GOLD

COU

RSE

LANE

PROPOSEDCARPORT

32m²

SUBJECT SITE720m²

7°16

' 50"

18,0

00mm

7°16

' 50"

18,0

00mm

97°16' 50" 40,000mm

PROPOSEDVERANDAH

29m²

18 GOLF COURSE LANEEXISTING SINGLE

STOREY DWELLING270m²


STOREY DWELLING


STOREY DWELLING

SITE PLAN SCALE 1:200

All works shall comply with, but not limited to the following standards:

AS 1288-2006, Glass in buildings - Selection and installation.AS 1562.1-1992, Design and installation of sheet roof and wall cladding - Parts 1-3.AS 1684 Series: • AS 1684.2-2010, Residential timber-framed construction - Non-cyclonic areas or • AS 1684.4-2010, Residential timber-framed construction - Simplified - Non-cyclonic areasAS 1860, Installation of Particleboard flooring.AS 1926 Swimming pool safety: • AS 1926.1-2007 - Safety barriers for swimming pools. • AS 1926.2-2007 - Location of fenc ing for private swimming pools.AS 2047-1999, Windows in buildings - Selection and installationAS 2050-2002, Installation of roof tiles.AS 2870-2011, Residential slabs and footingsAS/NZS 2904:1995, Damp-proof courses and flashings.AS/NZS 3500 Series - Plumbing Code of Australia 2004AS 3660, Termite ProtectionAS 3700-2001, Masonry structuresAS 3740-2010, Waterproofing of domestic wet areas.AS 3786-1993, Smoke alarms.AS 3798-2007, Guidelines on earthworks for commercial and residential developmentsBALAS 4055 Wind loading for housing.AS 4100 Steel StructuresEnergy Rating

GENERAL NOTES:- The owner/builder/contractor shall verify all dimensions, levels, setbacks andspecifications prior to commencing any work or ordering materials and shall be responsiblefor ensuring that all building works conform to the Building Code of Australia, AustralianStandards, Building Regulations, Local by Laws and Town Planning requirements . Alldiscrepencies to be reported to teh office for clarification.

- Drawings should not be scaled and written dimensions shall take precedence.

- These plans shall be read in conjuction with any other structural or civil engineeringcomputations that relate to the building, and may be issued througout the project.

- Window sizes are nominal only. Actual size may vary according to manufacturer. Windowsare to be flashed all around.

- Stormwater shall be taken to the legal point of discharge to the satisfaction of the relevantauthority. Cover to underground stormwater drains shall be no less than: - 100mm Under soil - 50mm Under paved or concrete areas - 100mm Under un-reinforced concrete or paved driveways - 75mm Under reinforced concrete or paved driveways

- Septic or Sewer shall be taken to the legal point of discharge to the satisfaction of therelevant authority.

- Installation of services such as electricity, gas and water shall comply with the respectivesupply authority requirements.

- Footings shall not encroach over boundary lines or easement lines, unless permission tobuild over easement has been attained.

- Landscaping to existing areas affected by works are the responsibilty by client unlessotherwise stated.___________________________________________________________________________________________________________________________________

OTHER NOTES:- These plans have been prepared for the exclusive use of the customer and for thepurpose expressly notified to the author. Any other person who uses or relies on theseplans without the authors written consent does so at own risk and no responsibility isaccepted by the author for such use and/or reliance.

- These notes are neither exhaustive nor a substitute for regulations, statutoryrequirements, building practice or contractural obligation, unless expressly stated otherwise,are provided only as guidelines.No resposibilty is accepted for their use.

SITE WORKS:Siteworks shall be conducted in acordance with:- AS 2601-2001, The demolition of structures,- AS 4678-2002, Earth-retaining structures,- AS 3798-2007, Guidelines on earthworks for commercial and residential developments- AS/NZS 1576.1:2010, Scaffolding - General requirements.

SITE ANALYSISSITE 720m²HOUSE 270m² 37.50%NEW PROPOSALS 61m² 8.47%TOTAL COVERAGE 341m² 45.97%





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VARIATIONS:.


600

6,000

5,400 2,000MERBAU

2,000BAMBOO

2,000MERBAU

4,800 450

5,600

6,000

B

A

JAMES HARDY FIRERATED WALL. FC SHEET

INTERNALLY

REFER TO FOOTING ANDPOST DETAIL. CUT CONCRETEAND DIG FOOTING UNDER SLAB.SLIDE POST IN.

REMOVE DECKING, INSTALL POST ANDREINSTATE DECKING

R1

BT1

R1

R2 R1

R2 R2

R2R1

R2 R2

R1 R2 R2 R2 R2 R1

BT1

BT1

BT1

BT1

BT1

BT1

BT1

200M

M BO

X GU

TTER

200M

M BO

X GU

TTER

200MM BOX GUTTER

GUTT

ER

GUTTER

R1

R1

R1

R1

R1

BT1

BT1

BT1

BT1

BT1

GUTTER

GUTTER

R2

R2

R2

R2

R2

R2

B1

B1

B1

R.W

D.P

D.P

FAMILY

RUMPUS

BED 4

BED 3BATH

BED 2LAUNDRYBED 1

LIVING KITCHEN

GARAGE

90 x 90POSTON STIRUP

90 x 90 POST

IN GROUND








R2

R1 R1B2

350x350x600 DEEPFOOTING

ROOF FRAMING LAYOUT SCALE 1:100

TIMBER FRAMING:Framing shall be in accordance with AS 1684 Series: • AS 1684.2-2010, Residential timber-framed construction - Non-cyclonic areas • AS 1684.4-2010, Residential timber-framed construction - Simplified - Non- cyclonic areas

STIRRUP/POST DETAIL 1:20

POST IN GROUND DETAIL 1:20

REFER TO SPECIFICATION PAGEFOR CONNECTION DETAILS

ROOF FRAMING NOTESGENERAL

PROPOSED: VERANDAH & CARPORTROOF STYLE: GABLEPITCH: 22.5°EXIST FASCIA: METAL

ROOF FRAMINGMAIN BEAM: B1 190x42 F7 T/PINE B2 290x42 F7 T/PINERAFTER: R1 190x42 F7 T/PINE R2 140x42 F7 T/PINE BATTENS: BT1 70x45 MGP10POSTS: 90x90 F7 T/PINE

BAMBO / MERBAU





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VARIATIONS:.


INVESTIGATE IF DOWNPIPECONNECTION IS HERE20

0MM

BOX

GUTT

ER

200M

M BO

X GU

TTER

200MM BOX GUTTER

GUTT

ER

GUTTER

GUTTER

GUTTER

R.W

P P

P PC/B

C/B

C/B

C/B

C/B

C/B

C/B

C/B

C/B

C/B

C/B

C/B

P

C/B

C/B C/B C/B C/B C/BP P

P

C/B

P P

C/B C/B

C/B C/B

C/B C/B

C/BC/B

D.P

D.P

STOR

M W

ATER

7.1M

FAMILY

RUMPUS

BED 4

BED 3BATH

BED 2LAUNDRYBED 1

LIVING KITCHEN

GARAGE30mm X 100mm

OVERFLOW OPENING

REAR FOLD UP

ROOFING PLAN SCALE 1:100

ROOFING:Sheet Roofing design or installation shall be conducted in acordance with:- AS 1562.1-1992, Design and installation of sheet roof and wall cladding - Parts 1-3Tiled Roofing design or installation shall be conducted in acordance with:- AS 2050-2002, Installation of roof tiles.

ROOFING NOTESROOFING SCHEDULE

COLORBONDROOFING PROFILE: - CORRUGATEDROOFING COLOUR: - MANOR RED POLYCARBONATE: - LIGHT BRONZE

FLASHINGSSPOUT PROFILE: - QUAD SPOUT COLOUR: - CLASSIC CREAM FLASHING COLOUR: - MANOR RED DOWNPIPE PROFILE: - 100x50DOWNPIPE COLOUR: - CLASSIC CREAM

SUMP DETAIL NOT TO SCALE

COLOUR:

RAIINHEAD DETAIL NOT TO SCALE

NOTE: TO INCLUDE 90mmCHINAMAN'S HAT IN SUMP.COLOUR: -

400 MIN





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VARIATIONS:.


260

2,400

260

2,400

450EAVE

SELECTED ROOFING @ 22.5°PITCH, REFER TO ROOFING PLAN

JAMES HARDY FIRERATED WALL SYSTEM

PERSPEX GABLE INFILL

POLYCARBONATE ROOFING


90 x 90POST

90 x 90POST

R.W

MERBAU BAMBOO MERBAU

D.P


GROUND LINE IS APPROX. ONLY

260

2,400

260

2,400


D.P

EXISTINGDWELLING 90 x 90POST

90 x 90POST

D.P



PERSPEX GABLE INFILL

GROUND LINE IS APPROX. ONLYLIN

E OF

BOU

NDAR

Y

ELEVATIONS SCALE 1:100

EAST ELEVATION A

SOUTH ELEVATION B

MATERIALS / FINISHES SCHEDULE

MANOR RED

CLASSIC CREAM

ROOFING

SPOUT/ DOWNPIPES

POSTS

FRAME

GABLE END FILLS

POLYCARBONATEROOFING

CLASSIC CREAM

CLASSIC CREAM

WHITE

LIGHT BRONZE





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VARIATIONS:.


30

NO END GRAIN TO BE SHOWN ONEND OF RIDGE

RAFTERS FIXED DOWN WITH 2/TYPE 17150mm X 14 SCREW

CEMENT SHEET TO GO ON INSIDE ANDHAVE A JOINER OVERLAP OF 50mm

APPROX.

CONNECT TIE BEAMWITH 2/100mm X 110mmGALVANISED BOLTS

COLLAR TIE TO BELOCATED BETWEEN MAINBEAM AND FIRST BATTEN

50mm BULLET HEAD SKEWNAILED INTO BOTH SIDESOF RAFTERS

SCREW TYPE 50mm X 12mm SELFDRILLING WOOD SCREW WITH 26mm

BONDED WASHER

PRE-DRILL ALL SCREW HOLES10mm PRIOR TO FIXING

4.5mm PVC JOINER STRIPSTO ALL JOINS

70x45 F7 T/PINE INFILL DROPPERS SPACED@ 600 CRS. IF JOINING SHEETS.

SPECIFICATIONS & DETAILS 1 SCALE AS SHOWN

END RAFTER DETAIL 1:50

CEMENT SHEET END FILLAWAY FROM HOME1:50 COLLAR TIE CONNECTION DETAIL 1:50

GABLE WITH 4.5mm POLYCACRB INFILL 1:50

NOTE: CARPENTER TO CUT PVC INFILLFOR PLUMBER TO INSTALL AFTERPAINTING





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VARIATIONS:.


2/3 M

IN.

190x32 PRE-PRIMED FASCIA

FIX MAIN WAILING PLATE TO RAFTERS USING 2/COUNTERSUNK TYPE 17 150mm X 14 SCREW

PERSPEX INFILL

SELECTED APRON FLASHING

INSTALL 2/100mm X 10mmGALVANISED BOLTS

INSTALL 2/100mm X 10mm GALVANISEDBOLTS IN ONE DIRECTION, INSTALL1/100mm X 10mm GALVANISED BOLTS INOTHER DIRECTION

FIX RAFTERS TO MAIN BEAM USINGA COUNTER SUNK TYPE 17 150mm X14 SCREW

RIDGE RAFTERS

ROOFING

RIDEGECAPPING

ENSURE ROOFBATTENS ARE UP TIGH

AGAINST RIDGE

BATTEN TO HAVEBEVELLED EDGE

190x70 MIN. BOXGUTTER TO 190x90MAX. BOX GUTTER

190x45 BLOCKINGBETWEEN RAFTERSWITH BEVELLED EDGE


FASCIA CLEATS RIPPED130mm TO 100mm FIXED

TO EACH RAFTER/TRUSS

RAFTER TO HAVE 1/3MAXIMUM CHECKOUT


4.5mm CLEARPOLYCARB SHEET

240x45 F7GABLE BEAM

HARDIEWRAPWEATHER BARRIER

SELECTED JAMESHARDIE EXTERNALCLADDING

SELECTED JAMES HARDIEINTERNAL LINING

HARDIEFIREINSULATION, 5mm

COMPRESSION,ENSURE NO GAPS

HARDIEWRAPWEATHER BARRIER

SELECTED JAMESHARDIE EXTERNALCLADDING

SELECTED JAMES HARDIEINTERNAL LINING

HARDIEFIRE INSULATION,5mm COMPRESSION,ENSURE NO GAPS

4.5mm CLEARPOLYCARB SHEET

240x45 F7GABLE BEAM


30mm X 100mmOVERFLOW OPENING

DUTCH GABLE/WAILING PLATE DETAIL 1:50

MAIN BEAM CONNECTIONTO INTERNAL RAFTER 1:10

CORNER POST CONNECTIONTO MAIN BEAM 1:10

MIDDLE POST CONNECTIONTO MAIN BEAM 1:10 RIDGE DETAIL 1:10

BOX GUTTER FASCIA DETAIL 1:10

EXISTINGDWELLING

PROPOSEDROOF

EXISTINGDWELLING

PROPOSEDROOF

130

19080

'HARDIESMART' BOUNDARY WALL SYSTEMFRL 60/60/60 INSTALLATION NTS

'HARDIESMART' BOUNDARY WALL SYSTEMFRL 60/60/60 SECTION NTS

CEMENT SHEET END FILLFLASHING DETAIL 1:10

EXISTINGDWELLING

PROPOSEDROOF

130

19080

COLOUR:

RAIINHEAD DETAIL NOT TO SCALE

SPECIFICATIONS AND DETAILS 2 SCALE AS SHOWN

290





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VARIATIONS:.


IMPORTANT NOTE:PERSPECTIVE IS A VISUAL PRESENATATION ONLY. CONTRACTDOCUMENTS & DRAWINGS TAKE PRECEDENCE.

PERSPECTIVE 1 NTS





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VARIATIONS:.


IMPORTANT NOTE:PERSPECTIVE IS A VISUAL PRESENATATION ONLY. CONTRACTDOCUMENTS & DRAWINGS TAKE PRECEDENCE.

PERSPECTIVE 2 NTS

Documents

DEVELOPMENT OF CARPORT AND ASSOCIATED WORKS … · 2021. 6. 10. · AS 1562.1-1992, Design and installation of sheet roof and wall cladding - Parts 1-3. AS 1684 Series: • AS 1684.2-2010,