DEVELOPMENT APPLICATION - Glenorchy City Council...METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1...

374 Main Road, GlenorchyPO Box 103, Glenorchy TAS 7010

(03) 6216 6800 | [email protected] www.gcc.tas.gov.au

ABN 19 753 252 493

DEVELOPMENT APPLICATION

APPLICATION NUMBER: PLN-21-166

PROPOSED DEVELOPMENT: Partial demolition and outbuilding for Single dwelling

LOCATION: 61 Main Road Claremont

APPLICANT: L M Ferrall

ADVERTISING START DATE: 05/05/2021

ADVERTISING EXPIRY DATE: 18/05/2021

Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 18/05/2021.

During this time, any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected].

Representations must be received by no later than 11.59 pm on 18/05/2021, or for postal and hand delivered representations, by 5.00 pm on 18/05/2021.

Version: 1, Version Date: 03/05/2021Document Set ID: 2972995

http://www.gcc.tas.gov.au/

mailto:[email protected]

ARCHITECTURAL

A01 LOCATION PLANA02 SITE PLANA03 GENERAL NOTESA04 FLOOR PLANA05 ROOF PLANA06 ELEVATIONSA07 SECTION A-A

SCHEDULE OF DRAWINGS

PROPOSED GARAGENo. 61 MAIN ROAD, CLAREMONTL. FERRALL

MATT GILLEY building designer

PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]

project no.

1689

SHEET No. 1 OF 8

LAND CERTIFICATE OF TITLE REFERENCE No. - 179947/1

SOIL REPORT CONSULTANT & CLASSIFICATION - NONE PROVIDED

DESIGN WIND SPEED - 41m/s (TC2, REGION 'A') refer to details provided by 'ShedTech'.

CLIMATE ZONE FOR THERMAL DESIGN (building code of australia) - ZONE 7

BUSHFIRE-PRONE AREA BAL RATING (bushfire attack level) - 'BAL LOW'SITE IS GREATER THAN 100m FROM AN AREA OF BUSH-FIRE PRONE VEGETATION EQUAL TO ORGREATER THAN 1 HECTARE. EXISTING MANAGED LAND SURROUNDS THE SITE WITHIN 100m.

ALPINE AREA (fire safety) - NO

CORROSION ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than100m from salt water not subject to breaking surf or heavy non-industrial areas).

GENERAL INFORMATION

EXTERNAL BUILDING AREAS (proposed)

accreditation no.

CC 5666 C

PROPOSED COLORBOND GARAGE - 64.00m²

F.D.I. - TASMANIA 50

VEGETATION CLASSIFICATION - N/A

DISTANCE TO CLASSIFICATION - 100+ metres

SLOPE OF LAND UNDER CLASSIFIED VEGETATION - N/A

BAL CLASSIFICATION - BAL LOW

NOTES:-THE BUSH FIRE ATTACK LEVEL ASSESSMENT UNDERTAKEN IS INACCORDANCE WITH AS 3959-2009.

AERIAL PHOTOGRAPHY WAS USED AND A SITE VISIT WASUNDERTAKEN TO DETERMINE THE BUSHFIRE ATTACK LEVEL.

SUBJECT SITE & NEIGHBOURING PROPERTIES CONSIST OF LOWTHREAT VEGETATION INCLUDING MANAGED GRASSLAND,MAINTAINED LAWNS, CULTIVATED GARDENS, NATURE STRIPS &WINDBREAKS.

ALSO SURROUND LAND IS CURRENTLY UNDERGOINGDEVELOPMENT FOR RESIDENTIAL PURPOSES WITH NEW ROADNETWORKS AND SERVICE INSTALLATION. THESE ALLOTMENTSARE CURRENTLY VEGETATED BY SHORT GRASSES.

NEARBY DEVELOPED ALLOTMENTS CONSIST OF DWELLINGS,OUTBUILDINGS, GARDEN BEDS AND HARDSTAND AREAS.

BAL CALCULATIONS

LOCATION PLAN

SUBJECT PROPERTY.

100m ZONE MEASURED FROM PROPERTY.

GOOGLE EARTH IMAGE - NOT TO SCALE

IMPORTANT2. DO NOT SCALE DRAWINGS.

1. USE WRITTEN DIMENSIONS ONLY.

MANUFACTURERS WRITTEN INSTRUCTIONS.

THE RELEVANT LOCAL AUTHORITY.

STANDARDS, BUILDING CODE OF AUSTRALIA AND PRODUCT 6. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH RELEVANT

AND/OR SPECIFICATIONS HAVE BEEN STAMPED AS 'APPROVED' BY 4. ENSURE THAT THIS DRAWING AND ANY ACCOMPANYING DETAILS

3. THE CONTRACTORIS TO CHECK ALL LEVELS, DATUMS, ANDDIMENSIONS IN RELATION TO THE DRAWINGS AND THE SITE BEFOREPROCEEDING WITH THE WORK OR SHOP DRAWINGS.

5. THE PROPRIETOR IS TO ENSURE THAT ANY "CONDITIONS OF APPROVAL"SSUED BY THE BUILDING SURVEYOR, RELEVANT COUNCIL AND OTHERSTATUTORY AUTHORITIES ARE PASSED ONTO THE CONTRACTOR BEFORECONSTRUCTION BEGINS.

7. ANY ALTERATION TO THE CONSTRUCTION AND/OR MATERIALSINDICATED IN THESE DRAWINGS IS TO BE APPROVED BY THE DESIGNER,THE ENGINEER, THE BUILDING SURVEYOR, AND THE PROPRIETOR BEFOREPROCEEDING WITH THE WORK.

8. IF IN DOUBT:- ASK!! CONTACT THE BUILDING DESIGNER AND/ORRELEVANT CONSULTANT.

Version: 1, Version Date: 28/04/2021Document Set ID: 2970810Version: 1, Version Date: 30/04/2021Document Set ID: 2972517

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Planning Stamp 3

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MATT GILLEY building designerproject

proprietor

scale

date drawn

project no. drawing no.

PROPOSED GARAGE61 MAIN ROAD

CLAREMONT

L. FERRALL

1:750

APR 2021

1689

MGA01

drawingLOCATION PLAN

SHEET No. 2 OF 8


issue description date

LOCATION PLAN 1:750

No. 14dBILTON STREET

No. 61MAIN ROAD

No. 63MAIN ROAD

R I G H T

O F

W A Y

M A

I N R O

A D

B I L T O N S T R E E T

S O U T H R A

I L W A

Y L I N E ( c l o s e d )

EXISTING CONSOLIDATED GRAVEL SURFACEFOR FULL LENGTH OF RIGHT OF WAY.

EX. SITEACCESS

EX. SITEACCESS

EX. DN300 S/W MAINS

EX. S/WSIDE ENTRY PIT

EX. 150 GRATED DRAIN +EX. 450sq S/W PIT: TOP 8.75

EX. DN150 S/WCONNECTION POINT.

EX. 450sq S/W PIT: TOP 9.25


EX. DN150 S/W DRAIN.


EX. S/W DRAINS. REFER TO DWG. A02FOR PROPOSED STORMWATER LAYOUT.

A. STORMWATER INFO ADDED. 22.4.21

12 AHD

11 AHD

10 AHD

10 AHD

9 AHD


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proprietor

scale

date drawn



CLAREMONT

L. FERRALL

1:200

APR 2021

1689

MGA02

drawingSITE PLAN

SHEET No. 3 OF 8



SITE PLAN 1:200

R I G H T

O F

W A Y

EX. CONSOLIDATED GRAVEL SURFACEFOR FULL LENGTH OF RIGHT OF WAY.

ex. DP

ex. DP

APPROX. DN100 S/

W DRAIN (locate on sit

e)

CONNECT NEW DOWNPIPEINTO EXISTING S/W SYSTEM.

EX. 3.30m HIGH BLOCKWORK WALL.

1000

10001190

C.T. 179947/1No. 61

822 m²

PROPOSED 8.00m x 8.00m COLORBOND GARAGE.NEW ROOF CATCHMENT AREA - 64.88m²

CONCRETE DRIVEWAY SLAB INFILL.

EX. CONCRETEPAVEMENT

DEMOLISH EX. TIMBER GARAGE,SHED & CARPORT STRUCTURES.

EX ROOF CATCHMENT AREA TO BE REMOVED - 72.01m²

EXISTINGWEATHERBOARD

RESIDENCE

EX. DECK

BOUNDARY - CENTRELINE O

F FENCE.

BOUNDARY

BOUNDARY 38.06m

BOUNDARY 36.95m

ex. residence

ex. garage

ex. shed

ex. residence

ex. residence

ex. residence

EX. SITEACCESS

ex. S/W pit

ex. DP

ex. DP

ex. DP

ex. DP

ex. 450sqS/W pit

ex. DN150 S/W

new I.O.

REMOVE PART OF EX. S/W DRAINS.

A. STORMWATER INFO ADDED. 22.4.21

MINIMUM 2000L DETENTION TANK.REFER TO FLOOR PLAN.

B. S/W DETENTION TANK ADDED. 28.4.21


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proprietor

scale

date drawn



CLAREMONT1:100

APR 2021

1689

MGA04

drawingFLOOR PLAN


FLOOR PLAN 1:100PROPOSED GARAGE - 64.00m²

L. FERRALL

SHEET No. 5 OF 8


(to outside edge of slab)

GARAGEr.c. slab on grade

WALL KEY

64mm TOPHAT WALL GIRTS OVER 'C' SECTION PORTAL FRAME.REFER TO DRAWINGS PROVIDED BY 'STEELINE'.COLORBOND 'MONUMENT' 'STEELCLAD' SHEET WALL CLADDINGOVER.

RD1 2700 high x 2990 wide 'SERIES A' WIND-LOCKED ROLLER-DOORCOLORBOND - 'MOUNMENT'.

PLUMBING NOTESALL INTERNAL SEWER WORKS ARE TO BE IN ACCORDANCE WITH AS3500PARTS 1, 2 & 3, THE NATIONAL PLUMBING CODE (NCC 2019 - VOLUME 3),LOCAL COUNCIL AND 'TAS WATER' REQUIREMENTS.

THE CONTRACTOR MUST DETERMINE AND CONFIRM THE LOCATION OF ALLEXISTING DRAINAGE & CONNECTION POINTS BEFORE COMMENCINGWORK.

ALL DRAINS SHALL BE ADEQUATELY SUPPORTED. SUPPORTS SHALL ALLOWFOR EXPANSION, AND MUST BE FITTED AT THE TIME OF PIPE INSTALLATION.

UNLESS NOTED OTHERWISE, ALL SEWER DRAINS SHALL BE PVC SEWER CLASS"SN6" TO AS 1260.

THE PLUMBING CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS &PRESSURE TESTING REQUIRED BY TAS WATER OR LOCAL AUTHORITY PRIORTO CONCEALMENT. PRESSURE TESTING SHOULD BE CARRIED OUTPROGRESSIVELY DURING CONSTRUCTION TO DETERMINE THE PRESENCE OFLEAKS.

ALL CONNECTIONS TO COUNCIL OR Tas Water SERVICES SHALL BEUNDERTAKEN BY BY THE COUNCIL OR Tas Water AUTHORITY AT THEDEVELOPER'S COST.

THE BUILDER SHALL CONFIRM THE PRESENCE & LOCATION OF ALL EXISTINGSERVICES ON THE SITE & WITHIN THE AREA OF WORKS. ALL DANGEROUSSERVICES (underground & overhead) MUST BE CLEARLY IDENTIFIED.

MINIMUM PIPE GRADES:- STORMWATER - 1.00% (1:100)

DP - NEW Ø75 uPVC DOWNPIPE. PAINTED.

NEW DP

8000

8000

PROTECTIVE COATINGS FOR STEELWORK (FROM BCA TABLE 3.4.4.2)

ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than 100m from saltwater not subject to breaking surf or heavy non-industrial areas).

NO PROTECTION REQUIRED FOR INTERNAL STEELWORK IN A PERMANENTLY DRY LOCATION.

EXTERNAL STEELWORK PROTECTION OPTIONS:-

1. 2No. COATS ALKYD PRIMER.2. 2No. COATS ALKYD GLOSS.3. HOT DIP GALVANISE 300g/m²4. HOT DIP GALVANISE 100g/m² min. plus(a) 1No. COAT SOLVENT BASED VINYL PRIMER; OR(b) 1No. COAT VINYL GLOSS OR ALKYD.

(to

outs

ide

edge

of s

lab)

RD1

RD1

EX. MASONRY WALL,3.30m HIGH.

1000

1190

1000

REMOVE PARTEX. S/W DRAIN.

NEW I.O.CONNECT NEW DP INTO NEW 2000L

SLIMLINE STORMWATER DETENTION TANKWITH DRIP FEED INTO OVERFLOW PIPE.

DN100 S/W OVERFLOW INTO300 x 300 GRATED PIT.

CONNECT NEW DN100 S/W DRAIN INTOEXISTING S/W SYSTEM (locate on site).

A. S/W DETENTION TANK ADDED. 28.4.21


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proprietor

scale

date drawn



CLAREMONT1:100

APR 2021

1689

MGA05

drawingROOF PLAN


L. FERRALLPO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]

NEW Ø75 uPVC DOWNPIPE. PAINTED FINISH TO MATCH WALL CLADDING.

ROOF KEY & NOTES

R1 CUSTOM ORB STEEL ROOF CLADDING. MINIMUM 5° FALL.COLORBOND FINISH - 'MONUMENT'.

DP

TYPICAL GUTTER:-115mm COLORBOND 'D' PROFILE GUTTERING,1:500 FALL. COLORBOND FINISH - 'MONUMENT'

ROOF PLAN 1:100

EXTERNAL WALL LINE (below)SHOWN DASHED.

METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1 DESIGN & INSTALLATION OF SHEETROOF & WALL CLADDING: METAL.

ALL ROOF SHEETING, FLASHINGS, CAPPINGS, FIXINGS AND PENETRATION FLASHING SHALLBE INSTALLED IN ACCORDANCE WITH AS 1562.1 & MANUFACTURER'S DETAILS &SPECIFICATIONS.

ALL FIXINGS/FASTENERS SHALL BE GALVANISED, AND COMPLY WITH THE RELEVANTAUSTRALIAN STANDARDS. CUSTOM ORB SHEETS CREST FIXED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATION.

ROOFING NOTES

WHEREVER POSSIBLE, ROOF SHEETS ARE TO BE LAID WITH ONE AND A HALF SIDE LAPS,ENSURING THAT THE SIDE LAP IS FACING AWAY FROM PREVAILING WEATHER.

ROOF SHEETS MUST BE LAID, WHEREVER POSSIBLE, USING COMPLETE LENGTHS FROMFASCIA TO RIDGE.

ALL ROOF FLASHINGS AND CAPPINGS MUST BE PURPOSE MADE, MACHINE FOLDEDCOLORBOND SHEET. FLASHINGS THAT RUN PARALLEL WITH THE ROOF SHEET SHOULD HAVETHEIR EDGE TURNED DOWN TO DIP INTO THE ROOF SHEET PAN/VALLEY. FLASHINGS THATRUN ACROSS THE TOP OF THE ROOF SHEETING SHALL ALSO HAVE THEIR EDGE TURNEDDOWN AND NOTCHED TO FIT OVER THE 'TRIMDEK' SHEET RIBS. ALL FLASHINGS SHALL BEFIXED AT 600 cts. max.

FOLDED BARGE CAPPINGCOLORBOND FINISH - 'MONUMENT'.

barge (high end)

MIN

. 5° F

ALL

R1

DPgutter 1:500 fall

barg

e

barg

e

8000

8000

SHEET No. 6 OF 8


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CLAREMONT1:100

APR 2021

1689

MGA06

drawingELEVATIONS

L. FERRALL

SHEET No. 7 OF 8

INSTALL COLORBOND WALL SHEETING IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE COLORBOND FLASHINGS TO ALL WINDOW HEAD, SILL & JAMBS;AND ALL INTERNAL/EXTERNAL CORNERS. COLORBOND TRIM/FLASHING TO BASE OF SHEETS.

REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.

COLORBOND WALL CLADDING



EXTERNAL MATERIALS & FINISHES

FINISHED FLOOR LEVEL

TOP OF PORTAL FRAME

SOUTH WEST ELEVATION 1:100

DP

5° pitch

SOUTH EAST ELEVATION 1:100

NORTH EAST ELEVATION 1:100 NORTH WEST ELEVATION 1:100

FINISHED FLOOR LEVEL

TOP OF ROOF

TOP OF ROOF

TOP OF PORTAL FRAME

3300

5° pitch

3300

A

A

B

BB

B

D

D

C

A

B

CA

DCORRUGATED 0.42BMT ROOF SHEETING.COLORBOND - 'MONUMENT'.

'STEELCLAD' 0.42BMT SHEET WALL CLADDING.COLORBOND - 'MONUMENT'.

METAL 115mm QUAD GUTTERING, BARGE & CAPPING.COLORBOND - 'SURFMIST' LRV - 69%

2700 high x 2990 wide 'SERIES A' WIND-LOCKED ROLLER-DOORCOLORBOND - 'MONUMENT'.

4000

DBOUN

DA

RY

BOUN

DA

RY

BOUN

DA

RY

BOUN

DA

RY

C

EX. MASONRY WALL.

3300

3300

EX. MASONRY WALL.

A

PLANNING SCHEMEBUILDING ENVELOPE.


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1:50

MGA07

drawingSECTION A-A


SHEET No. 8 OF 8

SECTION A - A 1:50AA03

1:10

SLAB ON GRADE 1:10TYPICAL

REFER TO SHED MANUFACTURER'SSLAB & FOOTING DETAILS FOR REINFORCING.

COMPACTED SUB-BASE.

75 - 100mm LAYERCOMPACTED 20mm FCR BASEPREPARATION.

0.2mm 'FORTECON' OR APPROVED EQUIVALENT(not required for external pavement slab).

30mm SAND BEDDING.

100

min

.


EXTERNAL MATERIALS & FINISHES

INSTALL COLORBOND WALL SHEETING IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE COLORBOND FLASHINGS TO ALL WINDOW HEAD,SILL & JAMBS; AND ALL INTERNAL/EXTERNAL CORNERS. COLORBOND TRIM/FLASHINGTO BASE OF SHEETS.

REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.

COLORBOND WALL CLADDING

THESE DRAWINGS DO NOT COVER FOOTING & SLAB DETAILS.THEY ARE TO BE READ ALONGSIDE THE STANDARD FOOTING & SLABDRAWINGS & DETAILS PROVIDED BY THE SHED MANUFACTURER/SUPPLIER(STEELINE ROOFING). A SOIL TEST/REPORT HAS NOT BEEN CARRIED OUT ORPROVIDED TO THE DESIGNER.

BEFORE COMMENCING BUILDING WORK:- FINAL FOOTING & SLABSPECIFICATIONS WILL NEED TO BE CONFIRMED BY A STRUCTURAL ENGINEERAND/OR THE BUILDING SURVEYOR.

FOOTING & SLAB NOTE

Bcapping

A

R.C. SLAB ON GRADE. REFER TODETAILS BY SHED MANUFACTURER.

STEEL FRAMED ROOF & WALL CONSTRUCTION.REFER TO DETAILS BY SHED MANUFACTURER.

5° pitch

A

GARAGE

FINISHED SLAB LEVEL

TOP OF PORTAL FRAME

3000

FINISHED SLAB LEVEL

TOP OF PORTAL FRAME

D

FOOTING & SLAB DETAILSAS PER SHED SUPPLIERS DETAILS.


CLAREMONT

APR 2021

1689

L. FERRALL

B

C

A

D

CORRUGATED 0.42BMT ROOF SHEETING.COLORBOND - 'MONUMENT'.

'STEELCLAD' 0.42BMT SHEET WALL CLADDING.COLORBOND - 'MONUMENT'.

METAL 115mm QUAD GUTTERING, BARGE & CAPPING.COLORBOND - 'SURFMIST' LRV - 69%

2700 high x 2990 wide 'SERIES A' WIND-LOCKED ROLLER-DOORCOLORBOND - 'MONUMENT'.

BOUN

DA

RY

EX. BLOCKWORK WALL.

3990

1000

3300


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proprietor

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1:200

MGSS01

drawingSUN SHADOWING




CLAREMONT

APR 2021

1689

L. FERRALL

SUN SHADOW PLAN 1:1009am, JUNE 21st

SHADOW CAST FROMEXISTING BLOCK WALL.

ADDITIONAL SHADOW CAST (on ground)FROM PROPOSED GARAGE.

R I G H T

O F

W A Y


RESIDENCE

BOUNDARY

BOUNDARY 36.95m

ex. shed

ex. residence

ex. shed

PROPOSEDGARAGE


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1:200

MGSS02





CLAREMONT

APR 2021

1689

L. FERRALL

SUN SHADOW PLAN 1:10012pm, JUNE 21st



R I G H T

O F

W A Y


RESIDENCE

BOUNDARY

BOUNDARY 36.95m

ex. shed

ex. residence

ex. shed

PROPOSEDGARAGE


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proprietor

scale

date drawn


1:200

MGSS03





CLAREMONT

APR 2021

1689

L. FERRALL

SUN SHADOW PLAN 1:1003pm, JUNE 21st


R I G H T

O F

W A Y


RESIDENCE

BOUNDARY

BOUNDARY 36.95m

ex. shed

ex. residence

ex. shed

PROPOSEDGARAGE



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Planning Stamp 3

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DEVELOPMENT APPLICATION - Glenorchy City Council...METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1...

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Transcript of DEVELOPMENT APPLICATION - Glenorchy City Council...METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1...