application for planning approval - … · application for planning approval application no:...

APPLICATION FOR PLANNING APPROVAL

APPLICATION NO: DA-2018-409

NAME OF APPLICANT: Mr D Susa

INTENTION: Dwelling

LOCATION: 12 Eelmat Court, Coningham

Any representation must be lodged in writing with the General Manager, 15 Channel

Highway, Kingston 7050 or by email to [email protected] by 30-Nov-2018.

mailto:[email protected]

DDEEVVEELLOOPPMMEENNTT AAPPPPLLIICCAATTIIOONN

Application Number: DA-2018-409

Proposed Development: Dwelling

Location: 12 Eelmat Court, Coningham

Applicant: Mr D Susa

Responsible Planning Officer: Emerald Febey

Associated Documents:

The following information regarding the application is available at Council offices:

Application form

Certificate of Title

Bushfire Hazard Assessment

GSEducationalVersion Plot Date:

DRAWN BY :

PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia

Mr Davor SusaLOCATION PLAN

PROJECT NAME :

DRAWING TITLE :CLIENT :

SITE :

CHECKED BY :

PROJECT NO.

310P +#Client Phone Number | E [email protected]

DRAWING NO.

A.0.1

REVISION NO.

14/11/18as noted on A3 paper sizeSCALE

notes revision stage

sketch design

design development

contract documentation

DA

BA

construction drawings

design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e [email protected] |w designbureautasmania.com.au

general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.

1 3 4 5 10 152 Meters @ 1:10020

map

© COPYRIGHT AND DISCLAIMER . Map data is compiled from a variety of sources and hence its accuracy is variable. If you wish to make decisions based on this data you should consult with the relevant authorities. Apart from any use permitted under the Copyright Act 1968, no part of the report may be copied without the permission of the General Manager, Land Tasmania, Department of Primary Industries, Parks, Water and Environment, GPO Box 44 Hobart 7001.

www.thelist.tas.gov.au

Generated at: 11:35 on 11-July-2018 User: Public 1Page: 1 of

www.thelist.tas.gov.au

A.0.1 LOCATION PLAN1:0.73

TITLE 00000000WIND SPEED N2SOIL CLASS MTHERMAL CLIMATE ZONE 7CORROSION ENVIRONMENT MODERATEBUSHFIRE BAL 19

BUILDING DESIGN DESIGN BUREAU TASMANIASTRUCTURAL ENGINEERBUILDING SURVEYORDRAFTING DESIGN BUREAU TASMANIAWASTE/STORM WATER GEO SOLUTIONSBUSH FIRE GIFFORD BUSHFIRE RISK ASSESSMENTENERGY NRG

ADMINISTRATION BY OWNER

ATTACHMENTS1. LAND TITLE2. BAL ASSESSMENT PLAN3. GEO-ENVIRONMENTAL ASSESSMENT4. ECOLOGIST REPORT5.6.7.

DRAWING REGISTER

A.0.1 LOCATION PLANA.0.2 SITE PLANA.1.1 GROUND FLOOR PLANA.1.2 ROOF PLANA.1.3 PLUMBING PLANA.1.4 REFLECTIED CEILING PLANA.2.1 WINDOW/DOOR SCHEDULEA.2.2 TYPICAL WET AREA DETAILA.2.3 TYPICAL WET AREA NOTESE.0.1 NORTH ELEVATIONSE.0.2 SOUTH ELEVATIONSS.0.1 SECTION 01

THESE DRAWINGS ARE MADE BY DHK TO COMPLY WITH THETASMANIAN PLUMBING CODE 2013, PLUMBING CODE OFAUSTRALIA, BUILDING CODE OF AUSTRALIA AND THENATIONAL CONSTRUCTION CODE; WHICH ARE DECREEDALIGNED. THE REFERENCED STANDARDS THEREIN SHOULDBE APPLIED. ALL WORKMANSHIP, MATERIALS, TECHNIQUES,DESIGN SHOULD BE COMPLIANT WITH THESE. THESEDRAWINGS MAY USE PROVISIONAL & DIAGRAMATICMEANS TOWARD ACHIEVEMENT OF THE GOALS OF THESECODES & AS A INSTRUMENT TO ASSIST LICENSEDTRADESPEOPLE, AUTHORITY OFFICERS, BUILDINGSURVEYORS & BUILDERS APPLY THEIR EXCELLENCE FORBRAVE PRACTICAL OUTCOMES WHILST ACKNOWLEDGINGTHE VALUE OF THESE CODES & THE PARTLY PATHETICLITIGIOUS & INSURANCE HINDERANCES THAT INFLUENCEAGAINST CIRCUMSTANTIAL PRAGMATICS.THESE DRAWINGS MUST BE READ IN CONJUNCTION WITHALL OTHER DOCUMENTS PERTINENT TO THIS PROJECTINCLUDING ANY ENGINEERING & ENERGY ASSESSMENTS.THESE DRAWINGS ARE FOR ASSESSMENT UNDER THENATIONAL CONSTRUCTION CODE AS SUCH ARE SUITABLEFOR USE IN CONSTRUCTION, HOWEVER ALL OTHERMATTERS OF DESIGN SUCH AS FORM & MATERIAL OPTIONSARE SUBJECT TO OWNER CONFIRMATION PRIOR TO ANYPURCHASING, ORDERING OR CONSTRUCTION.

Emma Hall

efebey

Stamp


DRAWN BY :


Mr Davor SusaSITE PLAN

PROJECT NAME :


SITE :

CHECKED BY :

PROJECT NO.


DRAWING NO.

A.0.2

REVISION NO.

MC

JK



sketch design

design development


DA

BA




1 3 4 5 10 152 Meters @ 1:10020

21,3

97

29,99277

,624

80,917

7,214

5,221

14,486

1,198

8,705

6,311

3,078

5,693

3,29

4

8,789

5,839

2,939

44,044

1,258

21,532

6,520

3,000

4,902

5,660

1,394

5,262

1,694

2,110

clear trees to

this point a to

achieve BAL 19 as per fire assessors

preliminary assessment se

e plan

attached

please note - the vehicular access must be constructed inaccordance with the Tasnamnian Standard Drawings (TSD-RO3,

TSD-RO4, TSD-E01 and TSD-RF01) and be sealed to match theexisting road surface from the edge of the carriageway to the

lot boundary.

please note - the vehicular access must be constructedin a standard grey concrete with a broomed non-slip

finish from the kerb crossing layback to the lot boundaryin accordance with the Tasmanian Standard Drawing

(TSD-RO9, TSD-E01 and TSD-RF01).

existing tre

e to be removed

AWS unit

40

4142

grated pit

control valve IO

NOTESurvey by Peter Binny SurveysBoundaries shown hereon are a preliminary re-definition of the land for planning purposes only andshould not be considered as an authoritative re-definition of the correct boundary location.

Before commencement of any building workboundaries shown hereon should be verified by a fullcadastral re-definition of the land.

Visible services located only.Other services may exist.

Peter Binny Surveyeys and DHK architecture acceptsno responsibility for the improper use of boundaryinformation shown on this plan.

Do not remove this note from this or subsequent plansuntil boundaries shown have been verified.

FLOOR AREA

DWELLING GND FLOOR 264.91m²DECK 1 19.06m²DECK 2 31.62m² TOTAL AREA: 315.59m²

* FLOOR AREA IS THE AREA MEASURED OVER THEENCLOSING WALLS OF THE BUILDING

CONTOUR INTERVAL: 0.2m

PROPOSED NEW RESIDENCEGARAGE FLOOR FFL: 40,600FIRST FLOOR FFL: 41,500

LEGEND

PROPOSED HOUSE

CARPARKING/DRIVE

DECKS/WALKWAYS

PROPOSEDDWELLING

GARAGE

HOUSE

HOUSE

DECK 2

DECK 1

BAL 19 5,83

7

14,702

5,135

8,169

1,652

6,561

2,992

2,000

A.0.2 SITE PLAN1:250

Emma Hall

efebey

Stamp


DRAWN BY :


Mr Davor SusaGROUND FLOOR PLAN

PROJECT NAME :


SITE :

CHECKED BY :

PROJECT NO.


DRAWING NO.

A.1.1

REVISION NO.

MC

JK



sketch design

design development


DA

BA




1 3 4 5 10 152 Meters @ 1:10020

1

234

1

234

W

F

14,4963,600 7,600 3,090

1,80

4

4,30

04,

090

110

4,809

1,800

3,700

2,5101,000

3,000

3,066

5,901

8,400

14,430

1,20

0

1,300

3,110 3,000

1,394

2,70

0

1,614

3,00

0

FFL 41.500 R.L +/-

FFL 40.600 R.L +/-

01S.0.

1

02 E.0.

1

03E.0.2

04E.0.

2

OPAQUE WINDOWS FOR PRIVACY

W-121

W-111

W-131

W-221

W-231

W-241

D-061

W-171

W-091

W-081

W-141

D-031

D-041

W-201

W-041

W-051

W-021

W-011

W-031

W-061

W-251

W-1

61

W-191

D-0

11

W-1

81

D-021

W-1

51

D-0

5 1

W-211

D-071

W-101

W-261

garage sink

B

C

S

T

D

LEGEND

1. walk-in wardrobe 2. master bedroom 3. master bathroom 4. bedroom 5. laundry 6. hallway 7. garage 8. guest living 9. guest bedroom

carpet

exposed slab

ceramic tiles

wood/bamboo floorboard

timber deck

FLOOR FINISH LEGEND

hempkote panels

steel frame internal walls

WALL LEGEND

P01:

P02:P03:10mm render75mm AAC panel30mm cavity90mm steel stud structure

10. guest bathroom11. bedroom12. bathroom13. hallway14. living15. dining16. kitchen17. office/bedroom18. entry foyer

P03: AAC panel wallw/ render

P01:external air film15mm external render90mm HempKote Panelbreathable wrap90mm frame with insulation10mm MgO boardinternal air film

P02:10mm plasterboard90mm steel stud10mm plasterboard

WR

P01

P01

P01

P01

P01

P01

P03

P03

P03

P03

P01

P03

P03

P03

02

01

03

04 05

0607

0809

10

11

12

13

14

15

16

17 18

12345

5R(180 mm)

4G(250 mm)

W

W-071

B

B

B

CC

T

C

T

B

C B

S

CC

T

C

B

T

N

A.1.1 GROUND FLOOR PLAN1:100

TIMBER CLASSIFICATION AND FRAME CONSTRUCTION - INACCORDANCE WITH AS 1684.4 - 2010 'RESIDENTIAL TIMBER FRAMEDCONSTRUCTION'External wall framing: Load bearing > 2700mm: 90x35 F17 Studs @ 600 crs </= 2700mm: 90x35 MGP10 Studs @ 600 crs Non-Load bearing: 90x35 MGP10 Studs @ 600 crs Plates: 90 x 35 top plate / 90 x 45 Ribbon plate MGP10 Double studs adjacent to openings > 900mm wide Internal wall framing: Load bearing > 2700mm: 70x35 F17 Studs @ 600 crs </= 2700mm: 70x35 MGP10 Studs @ 600 crs Non-Load bearing: 70x35 MGP10 Studs @ 600 crs Plates: 70 x 35 MGP10

HARD WIRED SMOKE ALARMS - IN ACCORDANCE WITH BCA PART3.7.2.2Smoke alarms must—(a) be located in—(i) Class 1a buildings in accordance with 3.7.2.3; and(ii) Class 1b buildings in accordance with 3.7.2.4 and 3.7.2.5; and(b) comply with AS 3786, except that in a Class 10a private garagewhere the use of the area is likely to result in smoke alarms causingspurious signals, any other alarm deemed suitable in accordance withAS 1670.1 may be installed provided that smoke alarms complying AS3786 are installed elsewhere in the Class 1 building; and(c) be connected to the consumer mains power where consumerpower is supplied to the building; and(d) be interconnected where there is more than one alarm or wifi &Part 3.7.2.3 Smoke alarms must be installed on or near the ceiling in:(a) any storey containing;I. Between each part of the dwelling containing bedrooms and theremainder of the dwelling; andII. Where bedrooms are served by a hallway; and(b) any other story containing bedrooms.

CEILING HEIGHTS - IN ACCORDANCE WITH BCA PART 3.9.2 - 2400MMMINIMUM IN HABITABLE ROOMS.

SANITARY COMPARTMENT - IN ACCORDANCE WITH BCA PART 3.8.3.3Door must: a)Open Outwards; b)Slide; c)Be removable from the outside(escape hinges), or; d)Have a minimum clearance of 1200mm from door andtoilet.

WET AREAS - IN ACCORDANCE WITH BCA PART 3.8.1 (a) Wet areas; Bathrooms, showers, laundry and sanitarycompartments to be waterproofed or water resistant in accordancewith BCA Table 3.8.1.1(b) Walls and ceiling to be lined with wet area (water resistant)plasterboard or 6mm cement sheeting.(c) Wet area waterproof membrane, system and installation to bestrictly in accordance with manufacturer's instructions, BCA Part 3.8.1and AS 3740

INSULATION(a) Install reflective foil to all external walls and roof, breathable foil toclad walls.(b) Bulk insulation to external walls and all ceilingS.(c) Refer to energy efficiency calculations by others for fullspecifications

ENERGY REQUIREMENTS:CEILING - R4.5ROOF - R1.3 SISALATION BLANKETWALLS - R2.5 + WALL WRAPINTERNAL WALLS - R2.0 TO GARAGE, L'DRY, BATH & WALLSCONNECTING TO ROOF SPACEFLOOR - NONEWINDOWS GLAZING - DOUBLE GLAZEDFRAMES - uPVCWINDOW MANUFACTURER - AWS

Emma Hall

efebey

Stamp


DRAWN BY :


Mr Davor SusaROOF PLAN

PROJECT NAME :


SITE :

CHECKED BY :

PROJECT NO.


DRAWING NO.

A.1.2

REVISION NO.

MC

JK



sketch design

design development


DA

BA




1 3 4 5 10 152 Meters @ 1:10020

01S.0.

1

02 E.0.

1

03E.0.2

04E.0.

2

external wallsdotted below

bondor solarspan

colorbond quad gutters

colorbond quad gutters

skylight

aluminium louvre

ROOF CLADDINGNCC Volume 2 PART 3.5.1.3BONDOR SOLARSPAN ROOF PANELS INSTALLED IN ACCORDANCE WITHTHIS PART AS1562.1 AND MANUFACTURERS SPECIFICATIONS

REFER TO LYSAGHT ROOFING & WALLING MANUAL FOR FULL DETAILS ONSHEET INSTALLATION, FIXINGS & FLASHINGS

· CORROSION PROTECTION IN ACCORDANCE WITH NCC Table 3.5.1.1· END LAP OF SHEETS 5-15 DEGREES - MINIMUM 200mm ABOVE 15DEGREES - MINMUM 150mm· RIDGE LINE VALLEY TO BE TURNED UP (STOP ENDED)· FASTENERS TO BE MADE OF COMPATIBLE MATERIAL WITH ROOFINGMATERIAL.· WHERE POSSIBLE SHEETS TO BE LAID WITH SIDE LAPS FACING AWAYFROM PREVAILING WEATHER.

R4.2 INSULATION RATED ROOF PANELS

RECOMMENDED FIXINGS FOR SEVERE WEATHER EXPOSURE TO AS 3566USE CLASS 4 MATERIALS FOR SEVERE WEATHER EXPOSURE & STAINLESSSTEEL FOR VERY SEVERE COASTAL ENVIRONMENTS

GUTTERS & DOWN PIPES. NCC VOLUME 2 PART 3.5.2· COLORBOND METAL FACIAS & GUTTERS· EAVE GUTTER INSTALLED WITH A FALL OF 1:500 (normally)· BOX GUTTER FALL OF 1:100· SPACING BETWEEN DOWN PIPES MAXIMUM 12m· DOWNPIPES TO BE LOCATED 1.2m FROM A VALLEY OR PROVISIONSMADE FOR OVERFLOW· GUTTERS & DOWNPIPES TO BE SELECTED IN ACCORDANCE WITH NCCVOLUME 2 PART 3.2.5 & TABLE 3.5.2.2

ROOF AREAPROPOSED DECK ROOF: 360.2m2

Roof catchment area per downpipe - m2 = 4 DP as perAS/NZS 3500.3.2 storm water drainage, or AS/NZS 3500.5domestic installations, section 5 stormwater drainage.

90∅ dp.

90∅ dp.

90∅ dp.

90∅ dp.

Fall 5°

Fall 5°

Fall 5°

Fall 5°

Fall 2°

N

A.1.2 ROOF PLAN1:100

Emma Hall

efebey

Stamp


DRAWN BY :


Mr Davor Susa NORTH-WEST ELEVATION, NORTH-EASTELEVATION

PROJECT NAME :


SITE :

CHECKED BY :

PROJECT NO.


DRAWING NO.

E.0.1

REVISION NO.

MC

JK



sketch design

design development


DA

BA




1 3 4 5 10 152 Meters @ 1:10020

handrail required ifdeck is over 1000mmoff ground

Hempkote system panel option1 or equivalent, installation asper manufacturer's installations

bondor solarspan roof,installation as permanufacturer's specifications

AAC wall panel and render

aluminium louvre

balustrade to be 1000mm high as per NCC 3.9.2

±00 GROUND FLOOR

±0

+9001 FIRST FLOOR

+9001 FIRST FLOOR

+3,6002 ROOF

+3,6002 ROOF

W-061

W-051

W-041

W-031

W-021

W-011

W-06.11

W-251

W-05.11

W-04.11

W-03.11

W-02.11

W-091

W-25.11

±00 GROUND FLOOR

±00 GROUND FLOOR

+9001 FIRST FLOOR

+9001 FIRST FLOOR

+3,6002 ROOF

+3,6002 ROOF

556

450

HempKote system panel opt 1, installation asper manufacturer's specifications

bondor solarspan roof panel, 150mm thk w/ R-value 4.1, install as per manufacture'sspecifications

Skylight at foyer roof

bondor solarspan roof panel, 150mm thkw/ R-value 4.1, install as per manufacture'sspecifications


AAC wall panel and renderD-06

1D-07

1

01 NORTH-WEST ELEVATION1:100

02 NORTH-EAST ELEVATION1:100

Emma Hall

efebey

Stamp


DRAWN BY :


Mr Davor Susa SOUTH-EAST ELEVATION, SOUTH-WESTELEVATION

PROJECT NAME :


SITE :

CHECKED BY :

PROJECT NO.


DRAWING NO.

E.0.2

REVISION NO.

MC

JK



sketch design

design development


DA

BA




1 3 4 5 10 152 Meters @ 1:10020

±00 GROUND FLOOR

±00 GROUND FLOOR

+9001 FIRST FLOOR

+9001 FIRST FLOOR

+3,6002 ROOF

+3,6002 ROOF

bondor solarspan roof installationas per manufacturer'sspecifications


room floor level less than 1m above natural ground level

Hempkote system panel option 1,installation as per manufacturer's

installations

W-111

W-121

W-131

W-141

W-231

W-221

W-241

W-261

±00 GROUND FLOOR

±00 GROUND FLOOR

+9001 FIRST FLOOR

+9001 FIRST FLOOR

+3,6002 ROOF

+3,6002 ROOF

Hempkote system panel option 1 orequivalent, installation as per

manufacturer's installations skylight at foyer roof

bondor solarspan roof installationas per manufacturer'sspecifications

Hempkote system panel option 1 orequivalent, installation as per manufacturer'sspecifications

W-151

W-161

W-171

handrail required if deck is 1000mm above ground

03 SOUTH-EAST ELEVATION1:100

04 SOUTH-WEST ELEVATION1:100

Emma Hall

efebey

Stamp


DRAWN BY :


Mr Davor SusaPLUMBING PLAN

PROJECT NAME :


SITE :

CHECKED BY :

PROJECT NO.


DRAWING NO.

A.1.3

REVISION NO.

MC

JK



sketch design

design development


DA

BA




1 3 4 5 10 152 Meters @ 1:10020

21,3

97

29,992

77,624

80,917

7,214

40

41

42

grated pitcontrol valve IO

D-01

1234

1234

W

F

1,500

3,000

2,50

0

3,000

5,500

3,00

0

5,563

AWTS unit as per GES specification

ORG 150mm min below lowest fixture

ORG 150mm minvent DN 50 UPVC

subsurface irrigation as per GES specification

150mm grated strip drain to connectto existing stormwater connectionpoint

minimum setback of 1,500mmrequired from boundary forsubsurface irrigation

minimum setback of 5,500mmrequired from boundary forsubsurface irrigation

minimum setback of 3,000mmrequired from dwelling forsubsurface irrigation

OPAQUE WINDOWS FOR PRIVACY

stormwater tank overflow to connect tocouncil stormwater at rear of property

approximate location of100% reserve

approximate locationof subsurface irrigation

area 280m2

diversion drain

(refer to GES specs)(refer to GES specs)

water tank

d.p.

d.p.

d.p.

d.p.

d.p.

LEGEND:

EXISTING STORMWATER LINE

EXISTING SEWER LINE

PROPOSED STORMWATER LINE

PROPOSED SEWER LINE

O.R.G

D.P

SEWER CONNECTION:CONNECT DN100 UPVC SEWER PIPES FROM EACH UNITINTO EXISTING DN100 UPVC TASWATER SEWERCONNECTION IN ACCORDANCE WITH TASWATERSTANDARD DRAWINGS AND SPECIFICATIONS AND AS3500.1.

STORMWATER CONNECTION:CONNECT NEW DN100 UPVC STORMWATER PIPE TOEXISTING DN100 OUTLET IN ACCORDANCE WITHKINGBOROUGH CITY COUNCIL REQUIREMENTS.

STORMWATER FROM PROPOSED DEVELOPMENT TOEXISTING COUNCIL STORMWATER CONNECTION

ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITHTHE TASMANIAN PLUMBING CODE 2016, THE NATIONALPLUMBING CODE, AS 3500 & KINGBOROUGH CITYCOUNCIL.

WET AREAS TOCOMPLY WITH NCC3.8.1.2 AND AS 3740

WR

P01

P01

P03

P03P03

P01

P03

BAL 19

12345

5R(180 mm)

4G(250 mm)

W

N

A.1.3 PLUMBING PLAN1:250

Emma Hall

efebey

Stamp