development application - city of clarence...2019/06/18 · gspublisherversion 0.0.100.100 drawing...

DEVELOPMENT APPLICATION

D-2019/001329

APPLICANT: Pinnacle Drafting & Design

PROPOSAL: Deck

LOCATION: 36 Ernest Road, ROKEBY

RELEVANT PLANNING SCHEME: Clarence Interim Planning

Scheme 2015

ADVERTISING EXPIRY DATE: 18 June 2019

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park,

during normal office hours until 18 June 2019.

Any person may make representations about the application to the General Manager, by writing to PO

Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be

received by Council on or before 18 June 2019.

To enable Council to contact you if necessary, would you please also include a day time contact

number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available at

www.ccc.tas.gov.au or at the Council offices.

mailto:[email protected]

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

GSPublisherVersion 0.0.100.100

Drawing No:M.02M.03

DescriptionSite PlanSewer & Water PlanM.05

M.06M.07M.08

Landscaping PlanElevationsElevationsConstruction NotesU1.1

U1.2U1.3

Floor Plan - Unit 1Footing PlanRoof Framing PlanU1.4

U1.5Section AABracing Plan

36 Ernest Road, Glebe Hill

General Information

Jason Nickerson CC6073Y

Owner(s) or Clients Todd Jones

Building Classification 1a

Title Reference 173742/411

Design Wind Speed N2

Soil Classification M

Climate Zone 7

BAL LOW

Corrosion Environment Moderate

Zoning General Residential

Designer

Received 24.05.2019


0 1 2 3 4 5 6 7 8 9

Site Plan

AmendmentsDate Description

This drawing is the property of Pinnacle Drafting & Design, reproduction in whole or part is strictly forbidden without written consent. © 2017

Address:Client:Proposal:

Date: 11/10/2018Drawn: James

Job No: 089 - 2018Engineer: Leigh SaltmarshBuilding Surveyor: L.T.B.S

Pg No: M.02

PINNACLE DRAFTING & DESIGN. CC6073Y 2 Kennedy Drv, Cambridge 7170 P: 03 6248 4743 F: 03 6248 4745 E: [email protected]

36 Ernest Road, Glebe HillTodd JonesUnit Development Scale: 1:150, 1:50 @ A3

29/10/2018 Updated Site plan

05/11/2018 Dimensioned Site plan

06/11/2018 CCC - Plumbing RFI

12/11/2018 CCC - Engineering RFI

29/11/2018 Rev. Kitchen design

139.66 m2

139.66 m2

POS107.87 m2

POS140.86 m2

DECK1.29 m2

PROPOSEDDECK

12.00 m2

450sq PIT

100mm GRATE DRAIN

100mm GRATE DRAIN

100mm

G

RATE D

RAIN

450sq PIT

17.14 m2

HWC

SD

MB

HWC

SD

MB

4,234

6,078

3,288

2,915

1,536

2,080

4,219

4,210

4,491

4,978

7,33

1

5,43

2

8,45

5

7,17

65,25

71,864

6,931

6,519

7,491

3,060

APPROVEDDRIVEWAY269.82 m2

1.30 m2

PROPOSEDDECK

12.00 m2

1.8m TIMBER HIGH SCREEN30% OPACITY

Drystack Retaining wallto Boundary

Soil ba er to engineers detail

New Paling Fence

Exis

ting

Bric

kD

wel

ling

ERNESTROAD 53

52

52

51

33.50

2.14

6.73

19.1

9

32.43

25.3

6

PIPE

LIN

E &

SER

VIC

ES E

ASEM

ENT

& D

RAI

NAG

E EA

SEM

ENT

VAR

IABL

E W

IDTH

411877m2

CT: 173742/411KERBING

KERBING

ExistingCrossover

HEAT PUMP

A/C

A/C

HEAT

PUM

P

WAS

TE

STO

RE.

1.50

m2

WASTE STORE.1.50 m2

UNIT 2UNDER CONSTRUCTION

142.37 m2


142.37 m2

UNDE

R CO

NSTR

UCTI

ON

V1U1U1U2 U2

N

Site AreasSite area 877 sqm

Total Building Area 284.74 sqmTotal Site Coverage 32.47%

Total Building Area

Total Site Coverage 549.49 sqm

284.74 sqm

Impervious AreasSite area 877 sqm

Driveway Area 264.75 sqm

Impervious Free 37.34%

Received 24.05.2019


0 1 2 3 4 5 6 7 8 9

Landscaping Plan






Pg No: M.05


36 Ernest Road, Glebe HillTodd JonesUnit Development Scale: 1:150 @ A3






114.82 m2 133.23 m2

DECK1.29 m2

PROPOSEDDECK

12.00 m2

450sq PIT

100mm GRATE DRAIN

100mm GRATE DRAIN

100mm

G

RATE D

RAIN

450sq PIT

17.14 m2

820820

820

820

W02

2,100 - 650

W01

2,100 - 650

D01

W03

2,400 - 1,800W04

600 - 900

W05600 - 900

W06

1,500 - 1,800W07

1,500 - 1,800

W08

600 - 1,800D

02

D04 D032,700 - 2,100

W09600 - 1,800W10

600 - 1,800

W01

1,50

0 - 9

00D

012,

400

- 2,1

00

W02

2,40

0 - 1

,800

W03

600

- 900

W04600 - 900

W05

1,50

0 - 1

,800

W06

1,50

0 - 1

,800

W07

600

- 1,8

00D

02

D04 D032,700 - 2,100

W08600 - 1,800

W09600 - 1,800

4,234

6,078

3,288

2,915

1,536

2,080

4,219

4,210

4,491

4,978

7,33

1

5,43

2

8,45

5

7,17

65,25

71,864

6,931

6,519

7,491

3,060

APPROVEDDRIVEWAY269.82 m2

1.8m TIMBER HIGH SCREEN30% OPACITY

Soil ba er to engineers detail

New Paling Fence

Exis

ting

Bric

kD

wel

ling

5352

52

51

411877m2

CT: 173742/411KERBING

KERBING

ExistingCrossover


142.37 m2


142.37 m2

V1U1U1U2 U2

NLomandra 'Concertifolia' orsimilar

0.70 - 1.00m (H)(S)

Liriope gigantea or similar

0.60m (H)x 0.60 (S)

Pittosporum 'Green Pillar' orsimilar

3.00-4.00m (H)(S)

Rhaphiolepsis umbellata orsimilar

2.0m(H)(S)

Garden Beds to be mulched with 80-100mm coverand plants to be drought tolerant once established

PLANTING LEGEND

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Elevations






Pg No: M.06








FFL 52,250

FFL 52,950

991

AJ

AJ

2,40

02,40

0

Select Brick Veneer

Colorbond Roof Pitch @22.5°

Colorbond Roof Pitch @22.5°

Select Brick Veneer

CEILING

NGL

CEILING

NGLMGL

cut

UNIT 1

UNIT 2

FFL 52,250

AJAJ

2,40

0

Colorbond Roof Pitch@ 22.5°

Select Brick Veneer

Rendered FeatureColumn

CEILING

NGL

FFL 52,250

803

904

AJAJ

2,40

05,50

8

Selected BrickVeneer

Colorbond RoofPitch @ 22.5°

Timber Deck Rendered FeatureColumn

Fill

CEILING

O'ALL

East Elevation - Units 1 & 2

South Elevation - Unit 1

North Elevation U1

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Elevations






Pg No: M.07








FFL 52,950

AJ AJ

2,40

0


Select Brick Veneer

CEILING

NGL

2,40

0

4,76

6

FFL 52,950


Selected BrickVeneerRendered Column

CEILING

NGL

O'ALL

FFL 52,250

FFL 52,950

AJAJAJ

AJAJAJ

2,40

0 2,40

0


Rendered Column



Rendered Columns


CEILING

NGL

NGL

CEILINGUNIT 1

UNIT 2

North Elevation - Unit 2

South Elevation - Unit 2

West Elevation - Units 1 & 2

Received 24.05.2019


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Floor Plan - Unit 1






Pg No: U1.1








139.66 m2

820

820

820

820

820

820

720 720

W01

1,50

0 - 9

00D

012,

400

- 2,1

00

W02

2,40

0 - 1

,800

W03

600

- 900

W04600 - 900

W05

1,50

0 - 1

,800

W06

1,50

0 - 1

,800

W07

600

- 1,8

00D

02

D04 D032,700 - 2,100

W08600 - 1,800

W09600 - 1,800

.AJ.

.AJ.

.AJ.

.AJ.

AJ

AJ

AJ

250

1,75

090

1,02

090

2,39

090

920

6,53

025

01,

270

250

1,75

090

3,50

0

90

7,80

025

0

1,75

0

908,

810

9,31

05,

430

2503,200901,020

90

1,900903,500250

1,555901,555

901,020

90

600

90

3,5002501,300

4,190 90 3,200

2,360 2,850

90

1,27

025

06,

530

904,

510

901,

750

250

5,61

0

90

600

90

3,00

090

600

902,

800

250

6,30

0

3,00

090

600

13,4

70

2501,400901,710906,6002503,000

6,600

3,200

5,0602504,830

5,0605,330

4,00

0

AA AA

BB

PROPOSEDDECK

12.00 m2

ENSTiles

BATHTiles

WCTiles

ROBEROBE

ROBE

STORAGE

BED 1Carpet

BED 2Carpet

BED 3Carpet

KITCHENTiles

LOUNGETimber

DININGTimber

GARAGEConcrete

ENTRYTimber

T

wm650

F

UNDE

R CO

NSTR

UCTI

ON

PANTRY

.AJ.

SD

N

= SMOKE ALARM

Construction of sanitary compartments 3.8.3.3 ofcurrent BCAThe door to a sanitary compartment must -· open outwards; or· slide; or· be readily removable from the outside of the

compartment.

= ARTICULATION JOINT

Floor AreasUnit 1 139.66 sqm

Deck 2.40 sqmTotal 139.66 sqm

Received 24.05.2019


0 1 2 3 4 5 6 7 8 9

Footing Plan






Pg No: U1.2








600

100x100 F7 TP POST

100mm HARDCORE

450

600

DPCBEARER

25x1 loopedgalvanized strap tobearer with 200 crankinto footing

2,23

32,

233

2,23

32,

953

2,95

31,

915

3,3903,3902,090

3,3903,3903,390

3,3903,3903,390

3,000

2,00

02,

000

CS1

CS1

AA

UNDE

R CO

NSTR

UCTI

ON

P F 1

P F 1

P F 1

J2

SF1

SF1

SF1

SF1

SF1

SF1

SF1 SF

1

J1 J3

J1

J1

J1

J1

EB1

EB1

EB1

EB1

EB1

EB1

J4

J5

J4

P F 2

P F 2

P F 2

P F 2

P F 2

P F 2

P F 2

P F 1

P F 1

P F 1

J6

S BSB

45085

0 M

IN.

400

L11TM (4-BAR 11MMTRENCH MESH) TOPAND BOTTOM

CS1SL72

N12 STARTER BARSAT 400 CENTRES

AND 500 LAP

WEEPHOLES @ MAX1200ctrs

INSULATIONAS REQUIRED

FORTECON ON50mm SANDBED TYPICAL

100mm HARDCORE

SCALE: 1:20PAD FOOTING 1 (PF1)

SCALE: 1:20PAD FOOTING 2 (PF2)

SCALE: 1:20STRIP FOOTING (SF1)

CONCRETE FOOTINGS AND SLABS IN ACCORDANCE WITH PART 3.2OF CURRENT N.C.C. AND AS 2870.1 AND ENGINEERS SPECIFICATIONS.

UNLESS OTHERWISE SPECIFIED, FOOTINGS 20MPA / SLAB 25MPA.STRIP FOOTINGS TO BE PLACED WITH A MECHANICAL VIBRATOR.CONCRETE SLABS TO BE MOISTURE CURED FOR MIN. OF 7 DAYS ORAPPLY APPROVED CURING COMPOUND.

PROVIDE WALL CAVITY DRAINAGE WITH WEEPHOLES AT 960 MAXCENTRES ALONG LINE ABOVE FINISHED GROUND LEVEL. (SLABAREA).

SLABS TO BE PROVIDED WITH A VAPOUR BARRIER, OR WHEREREQUIRED A DAMP-PROOFING MEMBRANE. TYPICAL BARRIER IS200um (0.2mm) THICK POLYETHYLENE FILM. BARRIER TO BE PLACEDUNDER SLAB AND RUN FROM SLAB EDGE TO SLAB EDGE INCLUDINGANY INTERNAL BEAMS. LAPPING AT JOINTS SHALL NOT BE LESS THAN200mm FOR CONTINUITY

CONCRETE MUST BE MANUFACTURED TO COMPLY WITH AS3600; ANDHAVE A STRENGTH AT 28 DAYS OF NOT LESS THAN 20MPA AND HAVE A20mm MAXIMUM NOMINAL AGGREGATE SIZE AND HAVE A NOMINAL100mm SLUMP

CORE FILLED BLOCKS TO COMPLY WITH AS3600 AND HAVECOMPRESSIVE STRENGTH OF 20MPa ; CEMENT CONTENT NOT LESSTHAN 300KG/M3; ROUND AGGREGATE NOT BIGGER THAN 10mm;CLEAN SAND AND A POURING CONSISTENCY WHICH ENSURES THATTHE CORES ARE COMPLETELY FILLED AND THE REINFORCEMENTCOMPLETELY SURROUNDED WITHOUT SEGREGATION OF THECONSTITUENTS.

SF1DOUBLE BRICK FOOTING WALL WITH CONC.

FILLED CAVITY. N12 STARTER BARS @ 400 CTRS.TIED TO 450 WIDE x 400 DEEP (TO APPROVED

BASE) CONCRETE STRIP FOOTINGS REINFORCEDWITH L11TM300 (4-BAR 11MM TRENCH MESH) TOP

AND BOTTOM.PIERS TO APPOVED BASE IFREQUIRED. 50 COVER, 500 LAP BOGAR SPACERS

@ 900 CTRS. HEIGHT TO BE 100 LESS THANFOOTING DEPTH.

FOOTING DETAILSSOIL CLASSIFICATION CLASS M

CS1100mm THICK CONCRETE SLAB ON GROUND

REINFORCED WITH SL82 TOP FABRIC.

PF1450 DIA X 600 MIN DEPTH (TO APPROVED BASE)

MASS CONCRETE PAD FOOTINGS WITH100 x 100 F7 TP .

- Ø450 MASS CONCRETE BORED PIERS TOAPPROVED BASE (1N12 CENTRAL)

OMITTED IF FOUNDED ON ROCK)

- DOUBLE BRICK WITH GROUT FILLED CAVITY (N12-400)

2/190x45 F7 TP LEDGER, M12 COACH BOLTSEMBEDDED NOT LESS THAN 96mm INTO

FRAMING MEMBER @ 300 CRSJ4

190x45 F7 TP JOISTS @ 400 CRSJ5

2/190x45 F7 TREATED PINE BEARERJ6

PF2450 DIA X 600 MIN DEPTH (TO APPROVED BASE)

MASS CONCRETE PAD FOOTINGS WITH100 x 100 F7 TP .

140x45 LVL14 LEDGER WITH M12 @ 600 CRSANCHORS

J3

HJ20045 FLOOR JOIST @450 CRSJ2

2/140x45 LVL14 BEARERJ1

EB1450W x 400D OVERALL EDGE BEAMS. REINFORCED

WITH 4-L11TM

30 x 0.8 GALV. DIAGONAL BRACING TO TOPOR UNDERSIDE OF DECK FIXED AT EACH

JOIST AND LEDGER/WALING PLATE @ 30-60°SB

Received 24.05.2019


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Section AA






Pg No: U1.4







29/11/2018 Rev. Kitchen design850

min

.

450

400

150 min.

L11TM300 (4-BAR11MM TRENCHMESH) TOP ANDBOTTOM

BEARER

JOISTS


FFL 52,250

150 min. bearer clearance

2,40

0

Colorbond roof pitched @ 22.50 degover pre-fabricated timber roof trusses tomanufacturer's specifications at 900 ctrs.

70x35 mgp12 battens at 900 ctrs. over.

R4.0 fibreglassceiling insulation

batts (typ.)

Colorbond facias,gutters and flashings.

450 eaves overhangwith 4.5 csr fc sheetingor similar to soffit

10mm plaster boardlinings to walls andceilings

R 2.0 wall insulation

Anticon 60 roof blanket

slope ground away from the houseand provide a 65dia ag drain to

reduce water build up aroundfootings

R2.0 Sub-floorinsulation

GARAGE LOUNGE

EB

CEILING

MGL

ENTRY

SF1

SF1 PF2

19mm particle board flooring

PF1

SCALE: 1:20STRIP FOOTING 2 (SF2)

SCALE: 1:50AA

Protective Coatings for Steelwork TABLE 3.4.4.2 of current BCA

MODERATE - morethan 1km from

breaking surf ormore than 100m

from salt water notsubject to breaking

surf or heavyindustrial areas

Location Minimum Protective Coating

Internal No protection required in a permanently drylocation

External

Option 1 - 2 coats alkyd primer Option 2 -2 coats alkyd gloss Option 3 - Hot dipgalvanise 300 g/m2 Option 4 - Hot dip

galvanise 100 g/m2 min. plus - (a) 1 coatssolvent based vinyl primer; or (b) 1 coats

vinyl gloss or alkyd.

45085

0 M

IN.

400

L11TM (4-BAR 11MMTRENCH MESH) TOPAND BOTTOM

CS1SL72

N12 STARTER BARSAT 400 CENTRES

AND 500 LAP

WEEPHOLES @ MAX1200ctrs


FORTECON ON50mm SANDBED TYPICAL

100mm HARDCORE

SCALE: 1:20STRIP FOOTING 1 (SF1)

Received 24.05.2019

development application - city of clarence...2019/06/18 · gspublisherversion 0.0.100.100 drawing...

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