ECM 4625343 v1 Wilson Homes - Further Information ......2021/08/18 · Navidad - A 21 \ Plans \ 712845 - Navidad - BA - 2021. 07. 28. pln Last Published: Wednesday, 28 July 2021 10:

$Page 1: ECM 4625343 v1 Wilson Homes - Further Information ......2021/08/18 · Navidad - A 21 \ Plans \ 712845 - Navidad - BA - 2021. 07. 28. pln Last Published: Wednesday, 28 July 2021 10:$
DEVELOPMENT APPLICATION

PDPLANPMTD-2021/016351

APPLICANT: Wilson Homes

PROPOSAL: Dwelling

LOCATION: 10 Pardalote Close, Opossum Bay

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 18 August 2021

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 August 2021. In addition to

legislative requirements, plans and documents can also be viewed at

www.ccc.tas.gov.au during these times.

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 August 2021.

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.

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

mailto:[email protected]

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

SHEET INDEXCOVER SHEETSITE PLAN 1:200SITE PLAN 1:500SOIL & WATER MANAGEMENT PLANGROUND FLOOR PLANELEVATIONSELEVATIONSSECTIONWINDOW & DOOR SCHEDULESCALCULATIONS & SCHEDULESWINDOW FLASHING DETAILS (BRICKWORK)DRAINAGE PLANROOF DRAINAGE PLANELECTRICAL PLANFLOOR COVERINGSKITCHEN DETAILSBATHROOM DETAILSENSUITE DETAILSLAUNDRY DETAILSGENERAL NOTESWET AREA & ENERGY EFFICIENCY NOTES

123456789101112131415161718192021

THIS PLAN ACCEPTED BY:

PLEASE NOTE: NO VARIATIONS WILL BEACCEPTED ON THIS PLAN AFTER SIGNING

SIGNATURE:

DATE:

BUILDING INFORMATIONGROUND FLOOR TOP OF WALL HEIGHT(S): 2445mm(CEILING HEIGHT 45mm LOWER THAN TOP OF WALL)ROOF PITCH (U.N.O.): 23.0°ELECTRICITY SUPPLY: SINGLE PHASEGAS SUPPLY: NONE

ROOF MATERIAL: SHEET METALROOF COLOUR: DARKROOF INSULATION: R4.1 BATTS SARKING

WALL MATERIAL: BRICK VENEERWALL INSULATION: R2.0 BATTS WALL WRAP TO ENTIRE HOUSE

FLOOR INSULATION: BIAX X-POD (215MM)

SITE & ENGINEERING INFORMATIONWIND CLASSIFICATION: N3CLIMATE ZONE: ZONE 7 - COOL TEMPERATEWIND REGION: ATERRAIN CATEGORY: TC2SHIELDING FACTOR: NS - NO SHIELDINGTOPOGRAPHIC CLASSIFICATION: T2DESIGN WIND SPEED: 50 m/sec

SITE CLASSIFICATION: ASLAB CLASSIFICATION: TBC

SLAB TO BE 85mm THICK (U.N.O.) WITH REINFORCEMENT TO ENGINEERSSPECIFICATIONS & DETAILS OVER A 200µm WATERPROOF MEMBRANE ON ABED OF FREE DRAINING COARSE SAND (WHERE SPECIFIED)

PROVIDE BRICK CONTROL JOINTS IN ACCORDANCE WITH N.C.C. & AS 3700

ALL TIMBER FRAMING TO BE DESIGNED TO AS1684-2010

SITE LOCATION

LOCATION MAP

No. AMENDMENT SHEET DATE DRAWN CHECKPRELIM PLAN SET - INITIAL ISSUE ALL 2021.01.28 BGU MSP

PRELIM PLAN SET2

THIS DWELLING IS BEING CONSTRUCTED IN A BAL N/A AREA(RESTRICTIONS FOR CONSTRUCTION METHODS/ MATERIALS MAY APPLY REFER NOTES)

- COLORBOND ' MONUMENT MATT'

BA PLAN SET - INITIAL ISSUE W COLOURS, PCV, DA RFI ALL 2021.04.19 RLW MSP3

BA PLAN SET - RESITE & SW TRENCH TO GES DESIGN 2,3,4,6,7,8,12 2021.07.12 RLW -4

BA PLAN SET - SWMP 4 2021.07.15 MSP -5

BA PLAN SET - ADDRESSED COUNCIL RFI 2, 3, 12 2021.07.26 CPO -6

BA PLAN SET - DRAINAGE PLAN UPDATE 2, 3, 12 2021.07.28 RMF -

BA PLAN SET7

© 2021 WILSON HOMES PTY LTD (ABN 96 126 636 897). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). WILSON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND UNDERTAKE THAT YOUWILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF WILSON HOMES PTY LTD.

REVISION DRAWN

7 BA PLAN SET - DRAINAGE PLAN UPDATE RMF 2021.07.28

6 BA PLAN SET - COUNCIL RFI CPO 2021.07.26

5 BA PLAN - SWMP UPDATE MSP 2021.07.15

4 BA - RESITE & SW TRENCH TO GES DESIGN RLW 2021.07.12

3 BA PLAN SET - INITIAL ISSUE- COLOURS, PCV, RFI RLW 2021.04.19

CLIENT:

MR FRANCISCO NAVIDADADDRESS:

10 PARDALOTE CLOSE, OPOSSUM BAY TAS 7023LOT / SECTION / CT:

15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:

AMALFI ONE (MODIFIED)HOUSE CODE:

H-WDNAMF10SAFACADE DESIGN:

RYDEFACADE CODE:

F-WDNAMF10RYDEASHEET TITLE:

COVER SHEETSCALES:SHEET No.: 712845

DO NOT SCALE DRAWINGS, USEFIGURED DIMENSIONS ONLY. CHECK

AND VERIFY DIMENSIONS ANDLEVELS PRIOR TO THE

COMMENCEMENT OF ANY WORK. ALLDISCREPANCIES TO BE REPORTED

TO THE DRAFTING OFFICE.

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21.02

0

1 / 21Version: 1, Version Date: 30/07/2021Document Set ID: 4625343

RL 20.200FILL 0.280

RL 20.200FILL 0.280RL 20.720

CUT 0.240

RL 20.800CUT 0.320

RL 20.800CUT 0.320 PAD RL 20.480

23,608

TAP7,983

9,467

13,721

10,277

5,500

15,306

11,937

41,307

29,432

26,910

450x450 GRATED PVCPIT CONNECTED TOSTORMWATERRETENTION SYSTEM

DUAL-PURPOSE SEPTIC TANK TOENGINEER'S DESIGN (BY WILSON HOMES)

24m² PRIVATE OPEN SPACE @MAX 10% GRADIENT.

COMPLIANT WITH 12.4.3 (A2)

PROPOSEDRESIDENCEFFL 20.850

“THIS PLAN AND ASSOCIATED DIGITAL MODEL IS PREPARED FOR Wilson Homes FROM A COMBINATION OF FIELD SURVEY AND EXISTING RECORDS FOR THE PURPOSE OF DESIGNING NEWCONSTRUCTIONS ON THE LAND AND SHOULD NOT BE USED FOR ANY OTHER PURPOSE.

THE TITLE BOUNDARIES AS SHOWN ON THIS PLAN WERE NOT MARKED AT THE TIME OF THE SURVEY AND HAVE BEEN DETERMINED BY PLAN DIMENSIONS ONLY AND NOT BY FIELD SURVEY. NOMEASUREMENTS OR OFFSETS ARE TO BE DERIVED BETWEEN THE FEATURES ON THIS PLAN AND THE BOUNDARY LAYER. THE RELATIONSHIP BETWEEN THE FEATURES IN THIS MODEL AND THEBOUNDARY LAYERS CANNOT BE USED FOR ANY SET OUT PURPOSES OR TO CONFIRM THE POSITION OF THE TITLE BOUNDARIES ON SITE.DUE TO THE NATURE OF THE TITLE BOUNDARY INFORMATION, IF ANY STRUCTURES ARE DESIGNED ON OR NEAR A BOUNDARY WE WOULD RECOMMEND A RE-MARK SURVEY BE COMPLETEDAND LODGED WITH THE LAND TITLES OFFICE TO SUPPORT THE BOUNDARY DEFINITION.

SERVICES SHOWN HAVE BEEN LOCATED WHERE VISIBLE BY FIELD SURVEY. SERVICES DENOTED AS BEING “PER DBYD ONLY” ARE APPROXIMATE AND FOR ILLUSTRATIVE PURPOSES ONLY.PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITY SHOULD BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER UNDERGROUNDSERVICES AND DETAILED LOCATIONS OF ALL SERVICES.

IF SUBSEQUENT DESIGN IS INTENDED FOR CONSTRUCTION SETOUT, FUTURE SURVEYING SETOUT COSTS ARE INCREASED IF THE DIGITAL DATA PROVIDED IS ROTATED, SCALED OR MOVED.

THIS NOTE FORMS AN INTEGRAL PART OF THE PLAN/DATA. ANY REPRODUCTION OF THIS PLAN/MODEL WITHOUT THIS NOTE ATTACHED WILL RENDER THE INFORMATION SHOWN INVALID.

1,752m²LOT 15

55.21

38.50

55.63

6.00

13.49

11.28

20.24

19.88

19.85

19.72

19.56

Pard

alote

Clos

e

BitumenDriveway

TBM SH nail inbitumen drivewayRL=20.70

CPRL Peg=19.64RL Ground=19.57

hinge

d join

t fenc

e 30y

rs±

19.80

20.00

20.2020.40

20.40

20.20

20.60

20.80

4.0m

REAR

SET

BACK

LINE

4.5m

FRON

TAGE

SETB

ACK

LINE

1.5m SIDE SETBACK LINE


P1

P2FI

LLCUT

CPRL

Peg

=20.3

2RL

Gro

und=

20.24

APPROX. S&P EXPOSED AGG D'WAYBY BUILDER66m² TOTAL

(66m² TO BDY)

SUBSURFACE IRRIGATION AREA TOENGINEER'S DESIGN (BY WILSON HOMES)

100% RESERVE AREA

POLY WATER TANK (BYWILSON HOMES)

RL 20.208FILL 0.272

RL 20.800CUT 0.320

RL 20.590CUT 0.110

1:2 FILL BATTER ( 1000mm MIN.OFFSET FROM DWELLING)

1:2 CUT BATTER (1600mm MIN.OFFSET FROM DWELLING)

STORMWATER RETENTIONTRENCH SYSTEM TO ENGINEER'SDESIGN (BY WILSON HOMES)

LOT SIZE: 1,752m²HOUSE: 149.70m²SITE COVERAGE: 8.5%

ZONE: 12.0 LOW-DENSITY RESIDENTIAL250 DISTANCE FROM CALM MARINE (SHELLY BEACH)

30° EAST30° WEST

N



SIGNATURE:

DATE:

REFER TO SHEET 1 (COVER SHEET) FOR ALLBUILDING INFORMATION REGARDING:- SUSTAINABILITY REQUIREMENTS- SITE CLASSIFICATION- GENERAL BUILDING INFORMATION

WIND CLASSIFICATIONWITHIN 1 KM. OFBREAKING SALT WATERWITHIN 100 M. OF SALTWATER

N3

NO

NO

MINIMUM AHD FLOORLEVEL APPLICABLE NO

SURVEY AREA NEWLATITUDE 0° 00' 00" SLONGITUDE 0° 00' 00" E

APPROX. IMPORT/EXPORT FILLCUT VOLUME 21.02m³FILL VOLUME 23.37m³DIFFERENCE 2.35m³

EVEN CUT & FILL


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


SITE PLAN 1:200SCALES:

1:200SHEET No.: 712845





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RL 20.200FILL 0.280

RL 20.200FILL 0.280RL 20.720

CUT 0.240

RL 20.800CUT 0.320

RL 20.800CUT 0.320 PAD RL 20.480

23,608

TAP7,983

9,467

13,721

10,277

5,500

15,306

11,937

41,307

29,432

26,910



24m² PRIVATE OPEN SPACE @MAX 10% GRADIENT.

COMPLIANT WITH 12.4.3 (A2)


“THIS PLAN AND ASSOCIATED DIGITAL MODEL IS PREPARED FOR Wilson Homes FROM A COMBINATION OF FIELD SURVEY AND EXISTING RECORDS FOR THE PURPOSE OF DESIGNING NEWCONSTRUCTIONS ON THE LAND AND SHOULD NOT BE USED FOR ANY OTHER PURPOSE.

THE TITLE BOUNDARIES AS SHOWN ON THIS PLAN WERE NOT MARKED AT THE TIME OF THE SURVEY AND HAVE BEEN DETERMINED BY PLAN DIMENSIONS ONLY AND NOT BY FIELD SURVEY. NOMEASUREMENTS OR OFFSETS ARE TO BE DERIVED BETWEEN THE FEATURES ON THIS PLAN AND THE BOUNDARY LAYER. THE RELATIONSHIP BETWEEN THE FEATURES IN THIS MODEL AND THEBOUNDARY LAYERS CANNOT BE USED FOR ANY SET OUT PURPOSES OR TO CONFIRM THE POSITION OF THE TITLE BOUNDARIES ON SITE.DUE TO THE NATURE OF THE TITLE BOUNDARY INFORMATION, IF ANY STRUCTURES ARE DESIGNED ON OR NEAR A BOUNDARY WE WOULD RECOMMEND A RE-MARK SURVEY BE COMPLETEDAND LODGED WITH THE LAND TITLES OFFICE TO SUPPORT THE BOUNDARY DEFINITION.

SERVICES SHOWN HAVE BEEN LOCATED WHERE VISIBLE BY FIELD SURVEY. SERVICES DENOTED AS BEING “PER DBYD ONLY” ARE APPROXIMATE AND FOR ILLUSTRATIVE PURPOSES ONLY.PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITY SHOULD BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER UNDERGROUNDSERVICES AND DETAILED LOCATIONS OF ALL SERVICES.

IF SUBSEQUENT DESIGN IS INTENDED FOR CONSTRUCTION SETOUT, FUTURE SURVEYING SETOUT COSTS ARE INCREASED IF THE DIGITAL DATA PROVIDED IS ROTATED, SCALED OR MOVED.

THIS NOTE FORMS AN INTEGRAL PART OF THE PLAN/DATA. ANY REPRODUCTION OF THIS PLAN/MODEL WITHOUT THIS NOTE ATTACHED WILL RENDER THE INFORMATION SHOWN INVALID.

1,752m²LOT 15

55.21

38.50

55.63

6.00

13.49

11.28

20.24

19.88

19.85

19.72

19.56

Pard

alote

Clos

eBitumenDriveway



hinge

d join

t fenc

e 30y

rs±

19.80

20.00

20.2020.40

20.40

20.20

20.60

20.80

4.0m

REAR

SET

BACK

LINE

4.5m

FRON

TAGE

SETB

ACK

LINE



P1

P2

FILLCU

T

CPRL

Peg

=20.3

2RL

Gro

und=

20.24


(66m² TO BDY)


100% RESERVE AREA


RL 20.208FILL 0.272

RL 20.800CUT 0.320

RL 20.590CUT 0.110

1:2 FILL BATTER ( 1000mm MIN.OFFSET FROM DWELLING)

1:2 CUT BATTER (1600mm MIN.OFFSET FROM DWELLING)


30° EAST30° WEST

N

LOT SIZE: 1,752m²HOUSE: 149.70m²SITE COVERAGE: 8.5%

ZONE: 12.0 LOW-DENSITY RESIDENTIAL250 DISTANCE FROM CALM MARINE (SHELLY BEACH)



SIGNATURE:

DATE:


WIND CLASSIFICATIONWITHIN 1 KM. OFBREAKING SALT WATERWITHIN 100 M. OF SALTWATER

N3

NO

NO

MINIMUM AHD FLOORLEVEL APPLICABLE NO

SURVEY AREA NEWLATITUDE 0° 00' 00" SLONGITUDE 0° 00' 00" E

APPROX. IMPORT/EXPORT FILLCUT VOLUME 21.02m³FILL VOLUME 23.37m³DIFFERENCE 2.35m³

EVEN CUT & FILL


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


SITE PLAN 1:500SCALES:

1:500SHEET No.: 712845





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21.02

0


30° EAST30° WEST

N

STABILISED ENTRYAND EXIT POINT

DIVERSION DRAIN

EXTENT OF CLEARANCE OR DISTURBANCE

55.21

55.63

6.00

13.49

11.28

20.24

19.88

Pard

alote

Clos

e

BitumenDriveway


20.00

20.2020.40

20.40

20.20

20.60

20.80PROPOSED DWELLING

ALL RUNOFF AND SEDIMENTCONTROL STRUCTURES WILL BEINSPECTED EACH WORKING DAYAND MAINTAINED IN A FUNCTIONALCONDITION.

ALL VEGETATION OUTSIDE THEBUILDING ZONE WILL BEMAINTAINED.

SANDSTOCKPILEMA

TERI

ALST

ORAG

E AR

EA

HARDWASTEBRICK

CONCRETE

BINBLOWABLERUBBISH

TOP SOILSTOCKPILE

EXISTINGVEGETATION OR

TURF STRIPE

EXISTINGVEGETATION OR

TURF STRIPE


(66m² TO BDY)

ENTRY/ EXIT PAD BUND

50 x 25 x 1000STAKE OR

STAR PICKETMEMBRANE TO BE BIDIM U24OR APPROVED EQUIVALENT

BURY APPROXIMATELY 150mmOF MEMBRANE AND TEMPORARILYBACKFILL TO RESTORE PRIORNATURAL SURFACE LEVEL

SANDBAGS OVERLAPONTO KERB

GAP BETWEEN SANDBAGSACTS AS SPILLWAY

THREE LAYERS OFSANDBAGS WITHENDS OVERLAPPED

EXISTINGROADWAY

BERM (0.3mMIN. HEIGHT)

GEOTEXTILEFABRIC

50-70mmGRAVEL

SILT FENCING DETAILSANDBAG KERB INLETSEDIMENTATION TRAP

R U N O F F

600

150

NATURAL SURFACEDOWNHILL OF MEMBRANENOT TO BE DISTURBED

R U N O F F

TEMPORARY CONSTRUCTION EXIT

0.2m

MIN. LENGTH 15m

RUNOFF FROM PADDIRECTED TO SEDIMENTATION TRAP

CONSTRUCTION SITE

ALL VEGETATION OUTSIDE THE BUILDINGZONE WILL BE MAINTAINED.

OWNER TO STABILISE THE SITE ONCOMPLETION OF THE BUILD WITH TURFLAWNS, GRASS SEEDS, NATIVE GROUNDCOVERS AND/ OR MULCH SPREAD TO ADEPTH OF 75-100mm

THE FOLLOWING IS A STANDARDAPPROACH. SEDIMENT AND EROSIONCONTROL MEASURES WILL BE REVIEWEDPRIOR TO COMMENCING WORK ANDINSTALLED BASED ON THE OUTCOME OFTHAT REVIEW.

NOTES:1. ALL EROSION AND SEDIMENT CONTROLSTRUCTURES TO BE INSPECTED EACHWORKING DAY AND MAINTAINED IN GOODWORKING ORDER.2. ALL GROUND COVER VEGETATIONOUTSIDE THE IMMEDIATE BUILDING AREATO BE PRESERVED DURING THE BUILDINGPHASE.3. ALL EROSION AND SEDIMENT CONROLMEASURES TO BE INSTALLED PRIOR TOCOMMENCEMENT OF MAJOREARTHWORKS.4. STOCKPILES OF CLAYEY MATERIAL TOBE COVERED WITH AN IMPERVIOUS SHEET.5. ROOF WATER DOWNPIPES TO BECONNECTED TO THE PERMAMENTUNDERGROUND STORMWATER DRAINAGESYSTEM AS SOON AS PRACTICAL AFTERTHE ROOF IS LAID.

6. DIVERSION DRAINS ARE TO BECONNECTED TO A LEAGAL DISCHARGEPOINT (COUNCIL STORMWATER SYSTEM,WATERCOURSE OR ROAD DRAIN).7. SEDIMENT RETENTION TRAPSINSTALLED AROUND THE INLETS TO THESTORMWATER SYSTEM TO PREVENTSEDIMENT & OTHER DEBRIS BLOCKINGTHE DRAINS.


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


SOIL & WATER MANAGEMENT PLANSCALES:

1:200SHEET No.: 712845





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WS

BREAKFAST BAR

A0906

W05

AF1516

W06

SF2158x1470

D02

AF15

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W09

AF1516

W10

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W11

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#770

770

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1200

SS

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1000 SS

SELECT2 x 820 CSD 2 x

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MART

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2 x 820 SMARTROBE

2 x 820 SMARTROBE

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W12

FH

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668

900

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TANK

WAT

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RD T

AP

AJCDP

HWS

CDP

CDP

CDPCDP

AJ

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TANK WATERYARD TAP

2401,700 ROBE901,240901,020906,600 DINING/ FAMILY901,910 LINEN902,000 ENTRY2402,230 PORCH

2404,140 BED 4906,600 DINING/ FAMILY904,000 ENTRY240

2403,030 BED 3904,660 HALL901,170901,700 ROBE901,910 WIR903,630 MASTER240600

901,860 BATH90920 WC

901,700 LDRY

902,960 BED 2901,910 ENS90

240

1,460

PTY

901,0

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903,2

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902,7

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240

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2,100

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901,6

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240

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3,470

MAS

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2,260

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3,630

FAM

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1,600

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902,1

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ALL

90

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1,700

ROBE

901,2

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1,600

902,7

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ATH

240

240

3,950

BED

390

3,030

BED

424

0

600 3,720 2,390 4,450 3,350 3,120

450

7,550

2,270

450

3,950

5,870

10,27

0 O/A

17,630 O/A

600 1,630 8,200 7,200

3,1203501,5704706103501,4708301,5705809506108303,720600

2403,540 BED 490510ROBE

902,880 FAMILY903,630 KITCHEN904,000 LIVING240

2402,980 KITCHEN90560PTY

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1,1901,5702,0302,4106452,1702,0452,1701,170

450

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3,350

BED

290

5,900

DIN

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240

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3,350

BED

390

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90

450

1,190

1,570

4,790

590

610

1,070

450

470

850

1,310

850

470

1,376

629

850

1,695

850

470

600

1,745

470

3,270

470

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1,630 240

710

600

1,790

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1,790

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LOCALLY GRADE TOMAX. 190mm BELOW FFL

LOCALLY GRADE TO MAX.190mm BELOW FFL

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BATH

REF

FRAMED BULKHEAD TO KITCHENCUPBOARDS 2287 OFF FFL AND 630FROM WALL (D-FRAM-BULK008)

G-CA

BI-K

IT01

0CA

B UN

IT D

2287

BUL

KHEA

D TO

FRID

GE S

PACE

1000 900

1,000

600

30° EAST30° WEST

N



SIGNATURE:

DATE:


CHARGED DOWNPIPE DIRECTED TO TANK STANDARD DOWNPIPE DIRECTED TO STORMWATER DISCHARGE

CDP

SDP

ALL GROUND FLOOR BULKHEAD ANDSQUARE SET OPENING FRAMES TO BE 2155ABOVE FFL UNLESS NOTED OTHERWISE

REFER TO WINDOW & DOOR SCHEDULESFOR FULL DETAILS OF ALL WINDOWS ANDDOORS

FINAL WINDOW AND EXTERIOR DOORLOCATIONS MAY BE ADJUSTED ON SITE TOSUIT BRICKWORK GAUGE

UNLESS NOTED OTHERWISEALL ROOMS ARE REFERENCEDAS FOLLOWS:

ABD

C

TOTAL FLOOR AREASLIVINGPORCH

144.195.51

149.70 m²

ALL DIMENSIONS ARE FRAME DIMENSIONSGAS

GAS BAYONET

AJ BRICK ARTICULATION JOINT

3D DENOTES DRAWER SIDE

L.B.W LOAD BEARING WALL

THIS DOOR OPENS FIRST

SMOKE ALARM

LIFT OFF HINGE#

FLOOR PLAN LEGEND

MECHANICAL VENTILATIONSWITCHED TO LIGHT

WATER POINT

HOB SPOUT / WALL SPOUTHS / WS

WP FRIDGE WATER POINT

FACE BRICK / COMMON BRICK

BAG & PAINT / RENDER

SOUND INSULATION

REFER 'BRICK COURSING AND WINDOWFLASHING DETAIL' FOR BRICK COURSING &WINDOW FLASHING DETAILS

W12, W13, D03 COMPLIANT WITH PART 12.4.4(A1) SUNLIGHT AND OVERSHADOWING

"SMALL" 470 x 380mm"MEDIUM" 800 x 380mm"LARGE" 1500 x 380mm

WIDTH548mm878mm1578mm

STRUCTURAL DIMENSIONSHEIGHT446mm446mm446mm

SHAMPOO RECESS SIZE

REFER WILSON HOMES' DETAIL G-WETA-TILE01 FORFURTHER DETAIL PRIOR TO INSTALLATION.


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


GROUND FLOOR PLANSCALES:

1:100SHEET No.: 712845





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23°

RL 20.850 - GROUND FLOOR

RL 23.295 - TOP OF WALL

3,000

5,500

W01 W02 D01 W03 W04

LINE OF NGL

1:2 CUT BATTER BUILD

ING ENVELOPE

BUILDING ENVELOPE

ARTICULATED FACEBRICKWORK

470 x 710mm BRICK PIER WITHFACE BRICK FINISH AND 90 x

90mm GAL. SHS TO CORE

470 x 710mm BRICK PIER WITHFACE BRICK FINISH AND 90 x90mm GAL. SHS TO CORE

ENTRY DOOR WITHGLASS SIDELIGHT

COLORBOND CORRUGATED /CUSTOM ORB METALROOFING + SARKING



3,000

5,500

278

279

W11W09

LINE OF NGL

BUILDING ENVELO

PE

BUILDING ENVELOPE

1:2 FILL BATTER



HOT WATER SERVICE

WINDOW TYPE LEGEND

AWNING DOUBLEHUNG FIXED LOUVRE SLIDINGCLEAR OBSCURE ACOUSTIC LOW-E TONED

GLASS TYPE LEGEND



SIGNATURE:

DATE:

REFER TO SHEET 1 (COVER SHEET) FORALL BUILDING INFORMATION REGARDING:- SUSTAINABILITY REQUIREMENTS- SITE CLASSIFICATION- GENERAL BUILDING INFORMATION

SH = SNAP HEADER SILL

WEST ELEVATIONScale: 1:100

EAST ELEVATIONScale: 1:100


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


ELEVATIONSSCALES:

1:100SHEET No.: 712845





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8,500

903

279

1:2 CUT BATTER

W10 D03

W12 W13


720h SPLASHBACK WINDOW TO BECONSTRUCTED IN ACCORDANCEWITH G-WIND-KIT001LINE OF NGL

BUILDING ENVELOPE

BUI

LDIN

G EN

VELO

PE

1:2 FILL BATTER

470 x 710mm BRICKPIER WITH FACE BRICKFINISH AND 90 x 90mmGAL. SHS TO CORE



ALUMINIUM SLIDING DOOR

23°



8,500

1,250

280

W05 W06 D02 W07 W08

1:2 CUT BATTER


LINE OF NGL

BUILDING ENVELOPE

BUI

LDIN

G EN

VELO

PE

1:2 FILL BATTER

470 x 710mm BRICK PIER WITHFACE BRICK FINISH AND 90 x

90mm GAL. SHS TO CORE



ALUMINIUM SLIDING DOOR

ALUMINIUM AWNING WINDOW(OBSCURE GLASS)

SINGLE PHASE METER BOX

HOT WATER SERVICE

WINDOW TYPE LEGEND


GLASS TYPE LEGEND



SIGNATURE:

DATE:



NORTH ELEVATIONScale: 1:100

SOUTH ELEVATIONScale: 1:100


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


ELEVATIONSSCALES:

1:100SHEET No.: 712845





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WINDOW TYPE LEGEND


GLASS TYPE LEGEND

23°



600

450

370

2,445

1,849

4,664

REFER ENGINEERING FORFLOOR AND FOOTING DETAILS

MANUFACTURED TIMBER TRUSSES

PLASTERBOARDCEILING LININGS

PLASTERBOARDWALL LININGS

EXISTING GROUND LEVEL

1:2 CUT BATTER

COLORBOND CORRUGATED / CUSTOMORB METAL ROOFING + SARKING

OVERALL HEIGHT

KITCHENDININGBED 2



SIGNATURE:

DATE:



SECTION A-AScale: 1:100


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


SECTIONSCALES:

1:100SHEET No.: 712845





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QTY111411116

CODE1000 SS1200 SS2 x 820 CSD2 x 820 SMARTROBE620720770770820

TYPESQUARE SET OPENINGSQUARE SET OPENINGCAVITY SLIDINGSMARTROBE SLIDINGSWINGINGSWINGINGSWINGINGSWINGINGSWINGING

HEIGHT2,1552,1552,0402,0402,0402,0402,0402,0402,040

WIDTH1,0001,2001,6401,660620720770770820

GLAZINGN/AN/AN/AN/AN/AN/AN/AN/AN/A

ADDITIONAL INFORMATION

SELECT

LIFT-OFF HINGESLIFT-OFF HINGES

ID

D01D02D03

CODEº

2097x920SF2158x1470FS2124

ROOM

ENTRYLDRYFAMILY

HEIGHT

2,0972,1582,158

WIDTH

1,3761,4702,410

AREA(m²)2.893.175.20

11.26 m²

FRAMETYPEALUMINIUMALUMINIUMALUMINIUM

SILL TYPE

SNAP HEADERSNAP HEADERSNAP HEADER

ORIENT.

WSN

GLAZING TYPE

CLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZED, TOUGHENED

DOOR TYPE

SWINGINGSLIDINGSLIDING

ADDITIONAL INFORMATION¹

1 x FIXED SIDELIGHT

0, 3 ASSUME LOOKING FROM OUTSIDE 1, 2 ASSUME LOOKING FROM INSIDE

0, 1 ASSUME LOOKING FROM OUTSIDE

QTY TYPE HEIGHT WIDTH AREA (m²)

ID

W01W02W03W04W05W06W07W08W09W10W11W12W13

CODEº

A/F1809A/F1809A/F1809A/F1809A0906AF1516A0906AF1516AF1516AF1516A1506F720x2170AFA720x2170

ROOM

LIVINGLIVINGMASTER SUITEMASTER SUITEENSBED 2WCBATHBED 3BED 4KITCHENKITCHENLIVING

HEIGHT

1,8001,8001,8001,800

8601,460

8601,4601,4601,4601,460

720720

WIDTH

850850850850610

1,570610

1,5701,5701,570

6102,1702,170

PERIMETER

5,3005,3005,3005,3002,9406,0602,9406,0606,0606,0604,1405,7805,780

AREA(m²)1.531.531.531.530.522.290.522.292.292.290.891.561.56

20.33

FRAMETYPEALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUM

SILL TYPE

ANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLED

ORIENT.

WWWWSSSSENENN

GLAZINGAREA (m²)

1.191.191.191.190.351.870.351.871.871.870.641.361.13

16.07

GLAZING TYPE

CLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDOBSCURE, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZEDOBSCURE, DOUBLE GLAZED, TOUGHENEDOBSCURE, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZED

ADDITIONAL INFORMATION¹

BP 600BP 600BP 600BP 600

MP 785

MP 785MP 785MP 785

MP 723-723



SIGNATURE:

DATE:


Manufacturer - Clark WindowsWindow Type Glazing U-Value SHGCAwning Single 6.5 0.67

Double 4.1 0.57Fixed Single 5.8 0.75

Double 3.2 0.67Sliding Single 6.4 0.76

Double 4.2 0.59Fixed Pane Single 5.8 0.75

Double 3.2 0.67Fixed Glass Panel Hinged Door Single 6.0 0.62

Double 4.3 0.55Sliding Door Single 6.1 0.74

Double 3.6 0.66

135 deg. Awning Bay Window Single 6.5 0.67Double 4.1 0.57

135 deg. Sliding Bay Window Single 6.5 0.76Double 4.2 0.59

90 deg. Awning Bay Window Single 6.5 0.67Double 4.1 0.57

90 deg. Sliding Bay Window Single 6.5 0.76Double 4.2 0.59

Bifold Doors Single 6.1 0.61Double 4.4 0.53

NOTE:Windows supplied MUST HAVE Uw better and or equal to stated figures and SHGCwithin +/- 5% of stated figures. Restricted windows to have their openability restrictedas per N.C.C 3.9.2.5.

Stacking Door Single 6.3 0.74Double 3.8 0.66

INTERIOR DOOR SCHEDULE

EXTERIOR DOOR SCHEDULE

WINDOW SCHEDULE

PICTURE / TV RECESS & SQUARE SET WINDOW SCHEDULE

MERBAU


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


WINDOW & DOOR SCHEDULESSCALES:SHEET No.: 712845





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SIGNATURE:

DATE:

BUILDING INFORMATIONGROUND FLOOR TOP OF WALL HEIGHT(S): 2445mm(CEILING HEIGHT 45mm LOWER THAN TOP OF WALL)ROOF PITCH (U.N.O.): 23.0°ELECTRICITY SUPPLY: SINGLE PHASEGAS SUPPLY: NONE

ROOF MATERIAL: SHEET METALROOF COLOUR: DARKROOF INSULATION: R4.1 BATTS SARKING

WALL MATERIAL: BRICK VENEERWALL INSULATION: R2.0 BATTS WALL WRAP TO ENTIRE HOUSE

FLOOR INSULATION: BIAX X-POD (215MM)

SITE & ENGINEERING INFORMATIONWIND CLASSIFICATION: N3CLIMATE ZONE: ZONE 7 - COOL TEMPERATEWIND REGION: ATERRAIN CATEGORY: TC2SHIELDING FACTOR: NS - NO SHIELDINGTOPOGRAPHIC CLASSIFICATION: T2DESIGN WIND SPEED: 50 m/sec

SITE CLASSIFICATION: ASLAB CLASSIFICATION: TBC

SLAB TO BE 85mm THICK (U.N.O.) WITH REINFORCEMENT TO ENGINEERSSPECIFICATIONS & DETAILS OVER A 200µm WATERPROOF MEMBRANE ON ABED OF FREE DRAINING COARSE SAND (WHERE SPECIFIED)

PROVIDE BRICK CONTROL JOINTS IN ACCORDANCE WITH N.C.C. & AS 3700

ALL TIMBER FRAMING TO BE DESIGNED TO AS1684-2010

INSULATION SCHEDULEAREAROOF

WALLS (EXT)

WALLS(INTERNAL)

FLOORS

+1 LAYER SISALATION. SISALATION ONLY TO GARAGE

(OR EQUIVALENT) EXCLUDING GARAGE

R2.0 BULK INSULATION (OR EQUIVALENT) TOINTERNAL WALLS ADJACENT TO GARAGE

CLEARANCE IS REQUIRED FOR UNCOMPRESSED INSTALLATION OF BULK INSULATION &TIMBERS SHOULD BE SIZED ACCORDINGLY210mm FOR R4.1 BULK INSULATION210mm FOR R5.0 BULK INSULATION260mm FOR R6.0 BULK INSULATIONTHESE DIMENSIONS ARE NOMINAL AND MAY VARY DEPENDING ON THE TYPE OF INSULATIONTO BE INSTALLED


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


CALCULATIONS & SCHEDULESSCALES:SHEET No.: 712845





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5

110

110 40 90

90

1920

20

EAVE AS PER PLANS

AS P

ER C

ONST

RUCT

ION

PLAN

S

240

38

2018

FLASHING (ALCOR OR SIMILAR) TO SILL ONLY

WEEP HOLE

FACTORY FITTED TIMBER REVEAL ASPER WINDOW MANUFACTURER'S DETAIL

RAKED SILL

BRICKWORK IN DISTANCE

QUAD STORM MOULD (ALLCORNERS MUST BE MITRED)

EAVE FRAMING AS REQUIRED

TIMBER DROPPERS FROM TRUSSTOP CHORDS AS REQUIRED

SELECTED ROOFING ON BATTENS AS REQUIRED

PLASTERBOARD CEILING

CORNICE AS SELECTED

ARCHITRAVE

ARCHITRAVE

WATER COMPENSATING APRON BY GLAZINGMANUFACTURER

TIMBER FOR SUPPORT ABOVE 1200mmBY BUILDER

PLASTERBOARD LINING

WALL INSULATION AS PERCONSTRUCTION PLANS

WINDOW AS PER CONSTRUCTION PLANSAND TO GLAZING MANUFACTURER'S DETAIL

PACKING AS REQUIRED

TIMBER WINDOW REVEAL

FIXINGS AS REQUIRED

20mm PACKING AS REQUIRED

FIXINGS AS REQUIRED

20mm PACKING AS REQUIRED

WINDOW SILL

HEAD TRIMMER

DROP OFF

SILL TRIMMER

PITC

HING

POIN

T

PITCHINGPOINT

TRUSS BOTTOM CHORD

TRUSS TOP CHORD

INSIDEOUTSIDE

NO. OFBRICKS LENGTH OPENING HEIGHT NO. OF

BRICKS LENGTH OPENING HEIGHT

1 230 250 86 26 6230 6250 2229

1 1 2 350 370 261 2 6350 6370

2 470 490 172 27 6470 6490 2314

21 2 590 610 271 2 6590 6610

3 710 730 257 28 6710 6730 2400

31 2 830 850 281 2 6830 6850

4 950 970 343 29 6950 6970 2486

41 2 1070 1090 291 2 7070 7090

5 1190 1210 429 30 7190 7210 2572

51 2 1310 1330 301 2 7310 7330

6 1430 1450 514 31 7430 7450 2657

61 2 1550 1570 31 1 2 7550 7570

7 1670 1690 600 32 7670 7690 2743

71 2 1790 1810 321 2 7790 7810

8 1910 1930 686 33 7910 7930 2829

81 2 2030 2050 331 2 8030 8050

9 2150 2170 772 34 8150 8170 2914

91 2 2270 2290 341 2 8270 8290

10 2390 2410 857 35 8390 8400 3000

10 1 2 2510 2530 35

1 2

8510

NO

T O

FTEN

REQ

UIR

ED. I

F N

EED

ED A

DD

20

TO L

ENG

TH.

11 2630 2650 943 36 8630 3086

11 1 2 2750 2770 361 2 8750

12 2870 2890 1029 37 8870 3172

12 1 2 2990 3010 371 2 8990

13 3110 3130 1114 38 9110 3257

13 1 2 3230 3250 381 2 9230

14 3350 3370 1200 39 9350 3343

14 1 2 3470 3490 391 2 9470

15 3590 3610 1286 40 9590 3429

15 1 2 3710 3730 401 2 9710

16 3830 3850 1372 41 9830 3514

16 1 2 3950 3970 41 1 2 9950

17 4070 4090 1457 42 10070 3600

17 1 2 4190 4210 421 2 10190

18 4310 4330 1543 43 10310 3686

18 1 2 4430 4450 431 2 10430

19 4550 4570 1629 44 10550 3772

19 1 2 4670 4690 441 2 10670

20 4790 4810 1714 45 10790 3857

201 2 4910 4930 451 2 10910

21 5030 5050 1800 46 11030 3943

21 1 2 5150 5170 461 2 11150

22 5270 5290 1886 47 11270 4029

221 2 5390 5410 471 2 11390

23 5510 5530 1972 48 11510 4114

231 2 5630 5650 481 2 11630

24 5750 5770 2057 49 11750 4200

241 2 5870 5890 491 2 11870

25 5990 6010 2143 50 11990 4286

251 2 6110 6130 100 23990 8572

STANDARD BRICKBRICKWORK DIMENSIONS Bricks per m 2 in wall = 48.5 approx. all dimensions in mm

FORMAT SIZE:240x120x86mm

MANUFACTURING SIZE:230x110x76mm

VERTICAL GAUGE:7 Courses to 600mm

110

240

18 20

SELECTED ALUMINIUM WINDOWFRAME

110mm TIMBER REVEAL AS PERBRADNAMS

SILL

BRICKWORK AS SELECTED

FINE BEAD OF SEALANT

20mm PACKING AS REQUIRED PLASTERBOARD WALLLINING

ARCHITRAVE

INSIDE

OUTSIDE

TYPICAL JAMBDETAIL

90mm TIMBER EXTERNALWALL FRAMING

110

4090

SCREW FIX REVEAL BYCARPENTER AT 600mm CENTRES

NO. OFBRICKS LENGTH OPENING HEIGHT NO. OF

BRICKS LENGTH OPENING HEIGHT

STANDARD BRICKBRICKWORK DIMENSIONS Bricks per m 2 in wall = 48.5 approx. all dimensions in mm

FORMAT SIZE:240x120x86mm

MANUFACTURING SIZE:230x110x76mm

VERTICAL GAUGE:7 Courses to 600mm



SIGNATURE:

DATE:

THIS DWELLING IS BEING CONSTRUCTED IN A BAL N/A AREA(RESTRICTIONS FOR CONSTRUCTION METHODS/ MATERIALS MAY APPLY. REFER TO NOTES)


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


WINDOW FLASHING DETAILS (BRICKWORK)SCALES:SHEET No.: 712845





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PAD RL 20.480

WCWM

WC

CDP CDP

CDP

CDPCDP

23,608

TAP

APPROX. 2% FALLS

350x350 GRATED PVC PITCONNECTED TO STORMWATER

HEAT PUMP OVERFLOWCONNECTED TO SW

50mm UPVC VENT TO OUTSIDE THROUGHROOF, CONNECTED TO SEWER



HWS OVERFLOWCONNECTED TO SW

O.R.G. WITH TAP OVER. O.R.G. TO BE MIN150MM BELOW LOWEST SANITARY FIXTURE.

50mm UPVC VENT TOOUTSIDE THROUGH ROOF,CONNECTED TO SEWER

350x350 GRATED PVC PITCONNECTED TO STORMWATER


55.21

38.50

55.63

6.00

13.49

11.28

20.24

19.88

19.85

19.72


hinge

d join

t fenc

e 30y

rs±

19.80

20.00

20.2020.40

20.40

20.20

20.60

20.80

CPRL

Peg

=20.3

2RL

Gro

und=

20.24

IO

IOIO

IO IO


(66m² TO BDY)


100% RESERVE AREA


100 UPVC PIPE CONNECTED TOSEPTIC SYSTEM. MIN 1% FALLS.

100 UPVC PIPE CONNECTED TORAINWATER TANK. MIN 1% FALLS.

100 UPVC PIPE CONNECTEDTO STORMWATER RETENTIONSYSTEM. MIN 1% FALLS.

RAINWATER OVERFLOW CONNECTEDTO STORMWATER RETENTION TRENCHVIA 100 UPVC PIPE. MIN 1% FALLS.


30° EAST30° WEST

N

WHERE AG DRAIN IS <1.5m FROM FOOTING, THEFOLLOWING ENGINEERING PRINCIPLES AREREQUIRED:

1. AG DRAIN TO BE CAPPED WITH300mm OF CLAY TO PREVENT INGRESS OFSURFACE RUN-OFF UNLESS IT IS UNDER A PAVINGSLAB ETC (AG DRAINS ARE DESIGNED FORREMOVAL OF GROUND WATER, SURFACE WATERSHOULD BE DEALT WITH SEPARATELY). 2. AG DRAIN TO HAVE A MINIMUM 1%TO A GRATED PIT WHICH DRAINS TO THESTORMWATER SYSTEM. 3. INSTALL A GEOTEXTILE FILTERSOCK TO THE SLOTTED DRAIN, AND ENCLOSE THEWHOLE DRAIN IN GEOFABRIC (TO THE UNDERSIDEOF CLAY CAPPING) 4. PROVIDE ADDITIONAL GRATEDPITS/ OR INSPECTION OPENINGS ALONG THELENGTH OF THE AG DRAIN AND AT THE HIGHPOINT TO MAKE THE EFFECT OF A BLOCKAGEVISIBLE AND ENABLE A BLOCKAGE TO BECLEARED.

EMBANKMENT

AG DRAIN @ MIN 1%GRADIENT

CRUSHED ROCK

300mm CLAY CAPPING

GEOTEXTILE FILTER

AG DRAIN DETAIL N.T.S.

IO

DRAINAGE LEGEND

INSPECTION OPENING

SURFACE PIT

STORMWATER LINE100 UPVC FALL @ 1%

SEWERAGE LINE 100 UPVC FALL @ 1%

AG DRAIN

MAINS YARD TAP + ORG

SEPTIC LINE 100 UPVC FALL @ 1%

MAINS YARD TAP

CHARGED STORMWATERLINE 100 UPVC FALL @ 1%



SIGNATURE:

DATE:


CHARGED DOWNPIPE DIRECTED TO TANK STANDARD DOWNPIPE DIRECTED TO STORMWATER DISCHARGE

CDP

SDP


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


DRAINAGE PLANSCALES:

1:200SHEET No.: 712845





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30° EAST30° WEST

N



SIGNATURE:

DATE:

Downpipe roof calculations (as per AS/NZA3500.3:2015)

Area of roof (including 115mm Slotted Quad Gutter) (m2)

Ac

Ah

221.46

6300

99

3.4

5

Ae

DRI

RequiredDownpipes

Ah x Slope factor (Table 3.4.3.2 from AS/NZS 3500.3:2015)(1.21 for 23° pitch) (m2)

Cross sectional area of 57 x 115 Slotted Quad Gutter (mm2)

Design Rainfall Intensity (determined from Figure E8 fromAS/NZS 3500.3:2015)

Ac / Acdp

64Acdp Catchment area per Downpipe (determined from Figure 3.5(A)from AS/NZS 3500.3:2015) (m2)

DownpipesProvided

183.03

CDP CDP

CDP

CDPCDP

CDP

FALLFALL

CDP

CDP

CDPCDP

FALL

FALL

FALL FALL

FALL

FALL

FALL

FALLFALL

CATCHMENT AREA35.24 m2





WHERE DOWNPIPES ARE FURTHERTHAN 1.2m AWAY FROM VALLEYREFER TO N.C.C.3.5.2.5(b)

POSITION AND QUALITY OF DOWNPIPESARE NOT TO BE ALTERED WITHOUTCONSULTATION WITH DESIGNER.

AREA'S SHOWN ARE SURFACE AREAS/CATCHMENT AREAS, NOT PLAN AREAS



REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


ROOF DRAINAGE PLANSCALES:

1:100SHEET No.: 712845





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IC RATED LED DOWNLIGHT (9W)

STANDARD CEILING LIGHT (30W)

WALL LIGHT (30W)

ELECTRICAL LEGEND

2 x FLUORESCENT LIGHT POINT (72W)

2 x SLIM FLUORESCENT LIGHT POINT (28W)

DOUBLE POWERPOINT

SINGLE POWERPOINT

WATERPROOF SINGLE POWERPOINT

WATERPROOF DOUBLE POWERPOINT

FLOODLIGHTF

FAN/HEAT/LIGHT (10W)

MECHANICAL VENTILATION SWITCHED TO LIGHT

TV POINT

NATIONAL BROADBAND NETWORKB

P PAY TV POINT

PHONE POINT

FS

SENSOR

FLUORESCENT LIGHT POINT (36W)

SMOKE ALARM (INTERCONNECTEDWHERE MORE THAN 1)

S

FLOOD LIGHT WITH SENSOR

CEILING FAN

CAT 5 OR 6 DATA SOCKET6

OUTDOOR LED DOWNLIGHT

PRE-WIRE ONLY



SIGNATURE:

DATE:

CDP CDP

CDP

CDPCDP

1,490

OUTDOOR HEATPUMP UNIT

INDO

OR H

EAT

PUMP

UNI

T

MB

1800

DWS

REF

HWS

WMS

CL

MWS

1050

DGPO INSIDEVANITY

1050

1050

1050

B

RH +OVEN

FS

FS

P PENDANT FITTING

SOFFIT VENT

STANDARD OUTDOOR LIGHT

ALL GPOs 300mm OFF FFL UNLESS OTHERWISE NOTEDPROVIDE SINGLE GPOs FOR MW,DW,REF,WMS.

INSTALL ISOLATION SWITCH WITHIN 2m OF COOKTOP

ALL EXHAUSTS (RANGEHOOD, BATHROOM, TASTICS, OR SIMILARMECHANICAL VENTILATION) TO BE VENTILATED TO OUTSIDE AIR VIA THE

EAVES IN ACCORDANCE WITH NCC VOL 2, PART 3.8.7.3.

LED DOWNLIGHTS ARE IC RATED, WITH 90mm DIA CUTOUTS.REFER TO LIGHTING SPECIFICATIONS FOR SELECTION DETAILS.



REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


ELECTRICAL PLANSCALES:SHEET No.: 712845





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SALT & PEPPER EXPOSEDAGGREGATE TO PORCH

KITCHEN

MASTERSUITE

WIR

ENS

BED 2

ROBE

LDRY

BED 3

ROBE

BED 4

ROBE

DINING FAMILY

PANT

RY

LIVING

ENTRY

LINEN

PORCH(PB)

BATH

REF

COVERINGS LEGEND

COVER GRADE CONCRETE UNLESS OTHERWISE NOTED

CARPET

LAMINATE TIMBER

TILE (STANDARD WET AREAS)

NO COVERING



SIGNATURE:

DATE:


FLOOR TILES SHOWN ON PLAN DO NOTINDICATE THE SIZE OR JOINT LOCATIONSOF THE ACTUAL FLOOR TILES.TIMBER FLOORING SHOWN ON PLAN DOESNOT INDICATE THE BOARD SIZE ORDIRECTION OF THE ACTUAL FLOORING.


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


FLOOR COVERINGSSCALES:

1:100SHEET No.: 712845





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MWSFCDWS

BREAKFAST BAR

FCFC

FS2124

D03

A150

6

W1162

0

OFF FFL903SILL

ALUMF720x2170

W12

3D (1 CUT+ 2 POT)

3D (1 CUT+ 2 POT)

450

650 850 2,130 90

260

901,0

2090

1,270

9010

0

AB

CD



WATERPOINTTO REF

KITCHENPANT

RY

LIVINGREF

WCWC

FRAMED BULKHEAD TO KITCHENCUPBOARDS 2287 OFF FFL AND 630FROM WALL (D-FRAM-BULK008)

G-CA

BI-K

IT01

0

CAB

UNIT

D

2287

BUL

KHEA

D TO

FRID

GE S

PACE

1000 900

1,000

600

905

MWS DWS

1,826

1,020

REF SPACE

WATERPOINT TO REF,LOCATION TBC ON SITE

905

720

652


BULKHEAD

UBO

CANOPY



SIGNATURE:

DATE:


DETAILS DEPICTED ON THIS SHEET ARE AREPRESENTATION ONLY. JOINER MAYADJUST CABINETRY AS REQUIRED.

KITCHEN PLANScale: 1:50

ELEVATION CScale: 1:50 ELEVATION D

Scale: 1:50

ELEVATION BScale: 1:50

ELEVATION AScale: 1:50

ALL DIMENSIONS ARE FRAME DIMENSIONS © 2021 WILSON HOMES PTY LTD (ABN 96 126 636 897). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). WILSON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND UNDERTAKE THAT YOUWILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF WILSON HOMES PTY LTD.

REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


KITCHEN DETAILSSCALES:

1:50SHEET No.: 712845





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BULKHEAD

1,100

1,075

MIRROR

MIX

1,000

350

550

150 300

600

1675

WS

#720

820

668

900

900

2155 BULKHEADOVER

AB

CD

BATH

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER

SHOWER ROSESHOWER ELBOWCONNECTIONMIXER TAP

HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR

TR-D TOWEL RAIL - DOUBLE

TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP



SIGNATURE:

DATE:


DETAILS DEPICTED ON THIS SHEET ARE AREPRESENTATION ONLY

ELEVATION CScale: 1:50

ELEVATION DScale: 1:50



BATHROOM PLANScale: 1:50


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


BATHROOM DETAILSSCALES:

1:50SHEET No.: 712845





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700

700

BULKHEAD

MIRROR

1,000

350

550

150 300

600

173

1,100

#770

970

900

900

2155BULKHEAD

OVER

AB

CDENS

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER


HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR


TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP



SIGNATURE:

DATE:





ELEVATION BScale: 1:50ELEVATION A

Scale: 1:50

ENSUITE PLANScale: 1:50


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


ENSUITE DETAILSSCALES:

1:50SHEET No.: 712845





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WMS

WMS

D02

820

WM

AB

CD

LDRY

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER


HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR


TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP



SIGNATURE:

DATE:







LAUNDRY PLANScale: 1:50


REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


LAUNDRY DETAILSSCALES:

1:50SHEET No.: 712845





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ELECTRICAL- EXHAUST FAN TO COMPLY WITH CURRENT N.C.C. PART 3.8.5.2

SECTION C

- EXHAUST FANS TO BE SEALED AND DUCTED TO OUTSIDE OFDWELLING IN ACCORDANCE WITH NCC VOL 2, PART 3.8.7.3 AND3.8.7.4

- IF VENTING OCCURS DIRECTLY THROUGH WALLS/ROOFADJACENT TO FAN, THEN UNIT REQUIRES SELF CLOSINGBAFFLES TO BE CLASSIFIED AS A SEALED UNIT

- ELECTRICIAN IS TO ENSURE THAT ALL GPO'S IN WET AREASMEET ALL STANDARD AND CODE REQUIREMENTS - ALL GPO'STO BE 300mm FROM FFL UNLESS NOTED OTHERWISE

GENERAL- BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS ON SITE

PRIOR TO COMMENCEMENT OF WORK

- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THENATIONAL CONSTRUCTION CODE (N.C.C.)

- INTERNAL DIMENSIONS ARE TO WALL FRAMING ONLY AND DONOT INCLUDE WALL LININGS

SITE WORKS- CUT AND FILL BATTERS ARE INDICATIVE ONLY. BATTER TO

COMPLY WITH THE N.C.C. TABLE 3.1.1.1

- ALL CUTS AND FFL'S SHOWN (DA DRAWINGS) ARE SUBJECT TOENGINEERING ADVICE ONCE A SATISFACTORY SOIL TEST HASBEEN RECEIVED AND REVIEWED

- ALL EMBANKMENTS THAT ARE LEFT EXPOSED MUST BESTABILISED WITH VEGETATION OR SIMILAR TO PREVENTEROSION

- EMBANKMENTS CANNOT EXCEED 2.0m IN HEIGHT WITHOUTTHE AID OF RETAINING WALLS OR OTHER APPROVED TYPESOF SOIL RETAINING METHODS

- ALL UNPROTECTED EMBANKMENTS MUST COMPLY WITH THESLOPE RATIOS FOR SOIL TYPE IN TABLE 3.1.1.1 OF THE N.C.C.

MASONRY- ALL MASONRY TO BE CONSTRUCTED IN ACCORDANCE WITH

AS3700

- EXTERNAL WALLS TO BE 110mm BRICKWORK UNLESS NOTEDOTHERWISE

- MORTAR MIXED @ 1:1:6 CEMENT:LIME:SAND UNLESS STATEDOTHERWISE BY ENGINEER

- DAMP-PROOF COURSE IN ALL PERIMETER WALLS CUT INTOEXTERNAL WALLS BELOW FLOOR LEVEL WITH WEEP HOLES @1200 CTRS IN ACCORDANCE WITH AS2904

- VERTICAL ARTICULATION JOINTS TO BE PROVIDED @ 6m MAX.CTRS FOR UNREINFORCED MASONARY WALLS EXCEPTWHERE BUILT ON CLASS A OR S SOIL AND SPACED AS PERAS3700 SECTION 12.6.4. WILSON HOMES REQUEST THAT @ 5MCTRS.

- WHERE NECESSARY, STEEL LINTELS ARE TO BE PROVIDED INACCORDANCE WITH AS4100 AND AS3700a

SOIL TYPE /CLASSIFICATION

EMBANKMENT OF SLOPE

COMPACTED FILL CUT

STABLE ROCK (A)

SAND (A)

SILT (P)

FIRM CLAY

SOFT CLAY

SOFT SOILS (P)

2 : 3 8 : 1

1 : 2 1 : 2

1 : 4 1 : 4

1 : 2 1 : 1

NOT SUITABLE 2 : 3

NOT SUITABLE NOT SUITABLE

WET AREAS- WALLS TO WET AREAS TO BE FINISHED WITH WET AREA

PLASTERBOARD

- COMPLIANCE WITH N.C.C. TABLE 3.8.1.1 AND AS3740

- ALL UNENCLOSED SHOWERS ABOVE BATHS TO HAVE MINIMUM900mm SHOWER SCREEN OR FLOORWASTE WITHIN 1500mm OFSHOWER CONNECTION AS PER AS3740

TIMBER FRAMING- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE

CURRENT N.C.C.

- ALL TIMBER FRAMING TO BE CARRIED OUT IN ACCORDANCEWITH AS1684

- MGP10 PINE FRAMING OR F17 SOLID AND FINGER JOINEDFRAMING TO ALL STRUCTURAL COMPONENTS. 90 x 35mmFRAMING TO INTERNAL AND EXTERNAL WALLS. TIMBERCOMPOSITE ENGINEERED ROOF TRUSSES WITH HARDWOODAND MGP COMPONENTS

- GALVANISED WALL TIES TO MASONRY @ 450 CTRSHORIZONTALLY AND 600 CTRS VERTICALLY, WITH SPACINGREDUCED BY 50% AROUND OPENINGS

BRACING / LINTELS- WALL BRACING AS PER AS1684-2 2010 AND AS1170 WIND

LOADS

- WALL BRACING AS SHOWN ON PLAN IS A MINIMUM ONLY.BUILDER TO PROVIDE ADDITIONAL BRACING TO SUIT THECONSTRUCTION OF WALL FRAMES IN ACCORDANCE WITHGOOD BUILDING PRACTICE.

- PLYWOOD BRACING IN ACCORDANCE WITH AS1684

- 65 x 19mm HW DIAGONAL TIMBER BRACING CHECKED INTOSTUDS AND FIXED IN ACCORDANCE WITH AS1684

TIMBER LINTELS FOR SINGLE (OR UPPER STORY) TO BE F17HARDWOOD AS FOLLOWS:0 - 1500 120 x 351500 - 2400 140 x 352400 - 2700 190 x 35

TIEDOWN AND FIXING CONNECTIONS TO COMPLY WITH AS1684

STEEL LINTELS FOR SINGLE (OR UPPER STOREY) TO BE ASFOLLOWS:0 - 2700 90 x 90 x 6 EA2700 - 3200 100 x 100 x 8 EA3200 - 4000 150 x 90 x 8 EA

*LINTELS REQUIRE 150mm BEARING EITHER SIDE OF OPENING

ALL LINTEL SIZES SHOWN ARE SUBJECT TO ENGINEERS DETAILS

CONCRETE- CONCRETE FOOTING AND SLABS TO BE IN ACCORDANCE WITH

AS2870

- CONCRETE TO BE MANUFACTURED TO COMPLY WITH AS3600AND:- HAVE A STRENGTH @ 28 DAYS OF NOT LESS THAN

25MpA (N25 GRADE)- HAVE A 20mm NOMINAL AGGREGATE SIZE- HAVE A NOMINAL 80mm SLUMP

- CONCRETE SLAB TO BE LAID OVER 0.2mm POLYTHENEMEMBRANE, 50mm WELL BEDDED SAND AND MINIMUMCOMPACTED FCR (20mm)

- SLAB THICKNESS AND REINFORCEMENT TO BE AS PERENGINEERS DESIGN

WINDOWS- WINDOWS TO BE ALUMINIUM FRAMED SLIDING UNLESS NOTED

OTHERWISE

- ALL WINDOWS TO BE FABRICATED AND INSTALLED INACCORDANCE WITH AS1288 AND AS2047 TO SPECIFIC WINDSPEED AS PER ENGINEERS REPORT

- ALL OPENING WINDOWS TO COMPLY WITH N.C.C. 3.6REQUIREMENTS

- AS PER N.C.C. 3.9.2.5 ALL BEDROOM WINDOWS WHERE THELOWEST OPENABLE PORTION OF THE WINDOW IS WITHIN 1.7mOF FFL AND THE FFL IS 2m OR MORE ABOVE NGL, REQUIRE APERMANANTLY FIXED DEVICE RESTRICTING ANY OPENINGSOF THE WINDOW OR SCREEN SO THAT A 125mm SPHERECANNOT PASS THROUGH; AND RESISTING OUTWARDSHORIZONTAL ACTION OF 250N AGAINST THE WINDOW. WHERETHE DEVICE OR SCREEN CAN BE REMOVED, UNLOCKED OROVER-RIDDEN, THE DEVICE OR SCREEN MUST HAVE A CHILDRESISTANT RELEASE MECHANISM INSTALLED AND BARRIERBELOW THE WINDOW THAT IS 865mm HIGH ABOVE FFL ANDRESTRICTS ANY OPENING WITHIN THE BARRIER SO THAT A125mm SPHERE CANNOT PASS THROUGH, AND HAS NOHORIZONTAL OR NEAR HORIZONTAL ELEMENTS BETWEEN150mm AND 760mm FROM FFL.

- GLAZING INSTALLED IN AREAS WITH HIGH POTENTIAL FORHUMAN IMPACT TO COMPLY WITH N.C.C. PART 3.6.4

DRAINAGE / WATER- DRAINAGE TO BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH AS3500 AND LOCAL AUTHORITY

- STORMWATER PIPES TO BE UPVC CLASS HD

- SEWER PIPES TO BE UPVC CLASS SH

- PROVIDE Ø20mm K2 POLYETHYLENE WATER RETICULATION

- TYPE B STOP VALVE TO BE LOCATED ADJACENT TO ENTRY

- BACKFILL ALL TRENCHES BENEATH VEHICLE PAVEMENT ANDSLABS ON GRADE TO FULL DEPTH WITH 20 FCR

- PROVIDE OVERFLOW RELIEF GULLY WITH TAP OVER. INVERTLEVEL TO BE 150 MIN. BELOW LOWEST SANITARY DRAINAGEPOINT.

- CUT AND BATTER ARE INDICATIVE. BATTER TO COMPLY WITHCURRENT N.C.C. TABLE 3.1.1.1

- AG DRAIN REQUIRED AROUND PERIMETER OF DWELLING FORALL CLASS M, H, E SITES. LOCATE AG DRAIN NOT CLOSERTHAN 1.5m FROM FOOTINGS IN ACCORDANCE WITH AS2870SECTION 5.6

- PROVIDE SURFACE DRAINAGE IN ACCORDANCE WITH AS2870SECTION 5.6.3

- PROVIDE FLEXIBLE JOINTS IN ALL DRAINAGE EMERGING FROMUNDERNEATH OR ATTACHED TO BUILDING IN ACCORDANCEWITH AS2870 SECTION 5.6.4 FOR ALL CLASS H AND E SITES.REFER TO GEOTECH FOR FURTHER INFORMATION

- DOWNPIPES AND GUTTERS DESIGNED IN ACCORDANCE WITHAS/NZS 3500.3

STAIRCASES / BALUSTRADES / HANDRAILSSTAIR TREADS 240mm MIN. - 355mm MAX.STAIR RISERS 115mm MIN. - 190mm MAX.

- HANDRAIL REQUIRED WHERE CHANGE OF LEVEL BETWEENFLOOR / LANDINGS > 1m AS PER CURRENT N.C.C. 3.9.2.4

- NO GAPS IN STAIRCASES OR BALUSTRADE TO BE GREATERTHAN 125mm

- BALUSTRADE REQUIRED WHERE LEVEL OF LANDING OR DECKIS GREATER THAN 1000mm ABOVE ADJACENT GROUND LEVEL

- BALUSTRADE TO BE MINIMUM 1000mm ABOVE FFL (INCLUDINGANY FLOOR COVERINGS)

- DOORS OPENING OUTWARDS EXTERNALLY MUST OPEN TO ALANDING (MIN. 750mm WIDE) WHERE THE DIFFERENCE INLEVELS IS GREATER THAN 570mm

- NON-SLIP TREADS TO ALL TREADS AND TO COMPLY WITHN.C.C. 3.9.1.4

- WHERE LANDINGS ARE NOT NOMINATED TO EXTERNALDOORS, OPERATING DOOR LEAFS ARE TO BE SCREWED FIXEDSHUT, OR PROVIDED WITH A FORMED FCR LANDINGNOMINALLY 180mm BELOW FLOOR LEVEL.

FIRE SAFETY- SMOKE ALARMS TO BE MAINS POWERED AND INSTALLED AS

PER AS3786. LOCATIONS AS PER N.C.C. 3.7.2.

- SMOKE ALARMS TO BE INTERCONNECTED WHERE THERE ISMORE THAN ONE ALARM

- INSTALLATION OF WOOD HEATERS TO COMPLY WITH AS2918.PROVIDE LOCAL AUTHORITIES WITH INSULATION ANDCOMPLIANCE CERTIFICATES

ROOFING- ROOF TO BE COLORBOND 'CUSTOM ORB' METALDECK UNLESS

NOTED OTHERWISE. PROVIDED AND INSTALLED INACCORDANCE WITH AS1562.1 (IF TILED REFER TO AS2050)

- PREFABRICATED ROOF TRUSSES TO BE SUPPLIED ANDINSTALLED TO MANUFACTURERS SPECIFICATIONS. TRUSSMANUFACTURER TO CONFIRM LINTEL SIZES.

WOOD HEATERS- ALL WOOD HEATERS ARE TO COMPLY WITH MANUFACTURERS

SPECIFICATION AND N.C.C. PART 3.7.3

CONDENSATION- WHERE RAKED CEILINGS EXIST, IT IS HIGHLY RECCOMENDED

THAT SUITABLE SPACING BETWEEN SARKING AND BULKINSULATION EXISTS. (NO CONTACT BETWEEN PRODUCTS).THE BUILDER IS TO ENSURE ADEQUATE SIZED TIMBER IS USEDTO ENSURE THIS SEPARATION IS PROVIDED.

- IN STANDARD ROOF SPACES, IT IS HIGHLY RECOMMENDED TOPROVIDE SEPARATION BETWEEN SARKING AND CEILINGINSULATION AROUND THE BUILDING PERIMETER, TO ENSUREAIRFLOW FROM EAVE VENTS IS MAINTAINED

- IT IS HIGHLY RECOMMENDED THAT ALL LIGHTWEIGHTCLADDING IS BATTENED OUT FROM STUDS (METAL / FC SHEET/ TIMBER)



SIGNATURE:

DATE:



REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


GENERAL NOTESSCALES:SHEET No.: 712845





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VESSELS OR AREA WHERETHE FIXTURE IS INSTALLED

FLOORS ANDHORIZONTAL SURFACES WALLS PENETRATIONS

WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING HOB.

WATERPROOF ALLPENETRATIONS.

WATERPROOF ENTIRE ENCLOSEDSHOWER AREA, INCLUDINGWATERSTOP.


WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING THESTEPDOWN.


N/A WATERPROOF ALLPENETRATIONS.

UNENCLOSED SHOWERS WATERPROOF ENTIRE UNCLOSEDSHOWER AREA.


N/A N/A

WATERPROOF ENTIRE FLOOR. N/A N/A

ENCLOSED SHOWER WITH PRE-FORMEDSHOWER BASE

ENCLOSED SHOWER WITH STEPDOWN

WALL JUNCTIONS AND JOINTS

ENCLOSED SHOWER WITH HOB

ENCLOSED SHOWER WITHOUT HOB

WATER RESISTANT TO ENTIRE FLOOR.

WATER RESISTANT TO ENTIRE FLOOR.

WATERPROOF ENTIRE FLOOR.

INSERTED BATHS N/A FOR WALL UNDER BATH.

N/A

LAUNDRIES AND WCS N/A

WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25mmABOVE THE MAXIMUM RETAINED WATER LEVEL WHICHEVER IS THE GREATER WITH THE REMAINDER BEINGWATER RESISTANT TO A HEIGHT OF NOT LESS THAN1800mm ABOVE THE FINISHED FLOOR LEVEL.

WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25mmABOVE THE MAXIMUM RETAINED WATER LEVELWHICHEVER IS THE GREATER WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800mm ABOVE THE FINISHED FLOOR LEVEL.

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150mm ABOVE THE VESSEL AND EXPOSED SURFACESBELOW THE VESSEL LIP TO FLOOR LEVEL.

WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF BATH ENCLOSURE WITH FLOOR.WHERE THE LIP OF THE BATH IS SUPPORTEDBY A HORIZONTAL SURFACE, THIS MUST BEWATERPROOF FOR SHOWERS OVER BATH ANDWATER RESISTANT FOR ALL OTHER CASES.

WATERPROOF ALL TAP ANDSPOUT PENETRATIONSWHERE THEY OCCUR IN AHORIZONTAL SURFACE.

AREAS ADJACENT TO BATHS AND SPAS FORCONCRETE AND COMPRESSED FIBRECEMENT SHEET FLOORING.

AREAS ADJACENT TO BATHS AND SPAS (SEENOTE 1) FOR TIMBER FLOORS INCLUDINGPARTICLEBOARD, PLYWOOD AND OTHERTIMBER BASED FLOORING MATERIALS.

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150mm ABOVE THE VESSEL AND EXPOSED SURFACESBELOW THE VESSEL LIP TO FLOOR LEVEL.

WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF BATH ENCLOSURE WITH FLOOR.WHERE THE LIP OF THE BATH IS SUPPORTEDBY A HORIZONTAL SURFACE, THIS MUST BEWATERPROOF FOR SHOWERS OVER BATH ANDWATER RESISTANT FOR ALL OTHER CASES.


WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800mm ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40mm WIDTH EITHERSIDE OF THE JUNCTION.


WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800mm ABOVE THE FINISHED FLOOR LEVEL.




WATER RESISTANT TO A HEIGHT OF NOT LESS THAN1800mm ABOVE FINISHED FLOOR LEVEL.

WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25mmABOVE THE MAXIMUM RETAINED WATER LEVEL WHICHEVER IS THE GREATER WITH THE REMAINDER BEINGWATER RESISTANT TO A HEIGHT OF NOT LESS THAN1800mm ABOVE THE FINISHED FLOOR LEVEL.

WATERPROOF ALL WALL/FLOOR JUNCTIONS.WHERE A FLASHING IS USED THE HORIZONTALLEG MUST BE NOT LESS THAN 40mm.


N/A FOR FLOOR UNDER BATH.WATERPROOF ENTIRE SHELF AREA,INCORPORATING WATERSTOP UNDERTHE BATH LIP AND PROJECT NOT LESSTHAN 5mm ABOVE THE TILE SURFACE.

N/A FOR WALL UNDER BATH. WATERPROOF TO NOTLESS THAN 150mm ABOVE THE LIP OF THE BATH.


WALLS ADJOINING OTHER VESSELS (EG.SINKS, LAUNDRY TUBS AND BASINS)

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150mm ABOVE THE VESSEL IF THE VESSEL IS WITHIN75mm OF THE WALL.

WHERE THE VESSEL IS FIXED TO A WALL,WATERPROOF EDGES FOR EXTENT OF VESSEL.


AREAS OUTSIDE THE SHOWER AREA FORTIMBER FLOORS INCLUDINGPARTICLEBOARD, PLYWOOD AND OTHERTIMBER BASED FLOORING MATERIALS

AREAS OUTSIDE THE SHOWER AREA FORCONCRETE AND COMPRESSED FIBRECEMENT SHEET FLOORING

WATER RESISTANT TO ENTIRE FLOOR. WATERPROOF ALL WALL/FLOOR JUNCTIONS TO NOTLESS THAN 25mm ABOVE THE FINISHED FLOOR LEVEL,SEALED TO FLOOR.


ENERGY EFFICIENCY - GENERALSTATED R VALUES ARE FOR ADDITIONAL INSULATION REQUIRED AND ARENOT RT VALUES (TOTAL SYSTEM VALUE)

INSULATION TO BE INSTALLED TO MANUFACTURERS SPECIFICATIONS ANDANY RELEVANT STANDARDS

BULK INSULATION IS NOT TO BE COMPRESSED AS THIS REDUCES THEEFFECTIVE R RATING

N.C.C 3.12.0 (A)PERFORMANCE REQUIREMENT P2.6.1 FOR THE THERMAL PERFORMANCE OFTHE BUILDING IS SATISFIED BY COMPLYING WITH:

3.12.0.1 - FOR REDUCING THE HEATING AND COOLING LOADSTO REDUCE HEATING AND COOLING LOADS MUST ACHIEVE AN ENERGYRATING USING HOUSING ENERGY RATING SOFTWARE OF NOT LESS THAN 6STARS.

3.12.1.1 - FOR BUILDING FABRIC THERMAL INSULATIONBUILDER TO ENSURE THAT ALL INSULATION COMPLIES WITH AS/NZS 4859.1AND BE INSTALLED TO N.C.C 3.12.1.1.

3.12.1.2(e) - FOR COMPENSATING FOR A LOSS OF CEILING INSULATIONREFER TO ATTACHED THERMAL PERFORMANCE CERTIFICATE(i) IF ALLOWANCE HAS BEEN MADE FOR CEILING PENERATIONS IN

NATHERS (FIRST RATE 5) CERTIFICATION PROCESS THEN NO FURTHERACTION REQUIRED.

(ii) IF NO ALLOWANCE HAS BEEN MADE FOR CEILING PENETRATIONS INNATHERS (FIRST RATE 5) CERTIFICATION PROCESS THEN CEILINGPENETRATION AREA MUST BE CALCULATED AND THE NECESSARYADJUSTMENT MADE TO THE SPECIFIED INSULATION AS PER TABLE3.12.1.1B OF N.C.C.

3.12.1.5(c) AND 3.12.1.5(d) - FOR FLOOR EDGE INSULATIONFOR CONCRETE SLAB ON GROUNG WITH IN SLAB HEATING OR COOLING.

3.12.3 - FOR BUILDING SEALING3.12.3.1 - CHIMNEYS AND FLUESTHE CHIMNEY OR FLUE OF AN OPEN SOLID FUEL BURNING APPLIANCE MUSTBE PROVIDED WITH A DAMPER OR FLAP THAT CAN BE CLOSED TO SEAL THECHIMNEY OR FLUE.

3.12.3.2 - ROOF LIGHTS(a) A ROOF LIGHT MUST BE SEALED, OR CAPABLE OF BEING SEALED WHEN

SERVING: (i) A CONDITIONED SPACE; OR (ii) A HABITABLE ROOM IN CLIMATE ZONES 4, 5, 6, 7 OR 8(b) A ROOF LIGHT REQUIRED BY (a) TO BE SEALED, OR CAPABLE OF BEING

SEALED MUST BE CONSTRUCTED WITH: (i) AN IMPERFORATE CEILING DIFFUSER OR THE LIKE INSTALLED AT A

CEILING OR INTERNAL LINING LEVEL; OR (ii) A WATERPROOF SEAL; OR (iii) A SHUTTER SYSTEM READILY OPERATED MANUALLY,

MECHANICALLY OR ELECTRONICALLY BY THE OCCUPANT.

3.12.0.1 - EXTERNAL WINDOWS AND DOORS(a) A SEAL TO RESTRIC AIR INFILTRATION MUST BE FITTED TO EACH OF AN

EXTERNAL DOOR, OPENABLE WINDOW AND OTHER SUCH OPENING: (I) WHEN SERVING A CONDITIONED SPACE; OR (II) IN CLIMATE ZONES 4, 5, 6, 7 OR 8, WHEN SERVING A HABITABLE

ROOM.(b) A WINDOW COMPLYING WITH THE MAXIMUM AIR INFILTRATION RATES

SPECIFIED IN AS2047 NEED NOT COMPLY WITH (a).(c) A SEAL REQUIRED BY (a) (i) FOR THE BOTTOM EDGE OF AN INTERNAL SWING DOOR, MUST BE A

DRAFT PROTECTION DEVICE; AND (ii) FOR THE OTHER EDGES OF AN EXTERNAL SWING DOOR OR THE

EDGES OF AN OPENABLE WINDOW OR OTHER SUCH OPENING, MAYBE A FOAM OR RUBBER COMPRESSIBLE STRIP, FIBROUS SEAL ORTHE LIKE.

3.12.3.4 - EXHAUST FANSAN EXHAUST FAN MUST BE FITTED WITH A SEALING DEVICE SUCH AS A SELFCLOSE DAMPER, FILTER OR THE LIKE WHEN SERVING:(a) A CONDITIONED SPACE; OR(b) A HABITABLE ROOM IN THE CLIMATE ZONES 4, 5, 6, 7 OR 8.

3.12.3.5 - CONSTRUCTION OF ROOF, WALLS AND FLOORS(a) ROOFS, EXTERNAL WALLS, EXTERNAL FLOORS AND AN OPENING SUCH

AS A WINDOW FRAME, DOOR FRAME, ROOF LIGHT FRAME OR THE LIKEMUST BE CONSTRUCTED TO MINIMISE AIR LEAKAGE IN ACCORDANCEWITH (b) WHEN FORMING PART OF THE EXTERNAL FABRIC OF:

(i) A CONDITIONED SPACE; OR (ii) A HABITABLE ROOM IN CLIMATE ZONE 4, 5, 6, 7 OR 8.(b) CONSTRUCTION REQUIRED BY (a) MUST BE: (i) ENCLOSED BY AN INTERNAL LINING SYSTEM THAT ARE CLOSE

FITTING AT CEILING, WALL AND FLOOR JUNCTIONS; OR (ii) SEALED BY CAULKING, SKIRTING, ARCHITRAVES, CORNICES OR THE

LIKE.

3.12.3.6 - EVAPORATIVE COOLERSAN EVAPORATIVE COOLER MUST BE FITTED WITH A SELF CLOSING DAMPEROR THE LIKE WHEN SERVING:(a) A HEATED SPACE; OR(b) A HABITABLE ROOM IN CLIMATE ZONES 4, 5, 6, 7 OR 8.

3.12.5.5 - ARTIFICIAL LIGHTING(a) LAMP POWER DENSITY OR ILLUMINATION POWER DENSITY OF AN

ARTIFICIAL LIGHT, EXCLUDING HEATING THAT EMITS LIGHT, MUST NOTEXCEED THE ALLOWANCE OF:

(i) 5W/m² IN A CLASS 1 BUILDING (ii) 4W/m² ON A VERANDAH, BALCONY OR THE LIKE ATTACHED TO A

CLASS 1 BUILDING (NOT EXCLUDING EAVE PERIMETER LIGHTS); (iii) 3W/m² IN A CLASS 10A BUILDING ASSOCIATED WITH A CLASS 1

BUILDING.(b) THE ILLUMINATION POWER DENSITY ALLOWANCE IN (a) MAY BE

INCREASED BY DIVIDING IT BY THE ILLUMINATION POWER DENSITYADJUSTMENT FACTOR FOR A CONTROL DEVICE AS PER N.C.C TABLE3.12.5.3.

WET AREA NOTES

THE ABOVE INFORMATION IS FOR GENERAL GUIDANCE AND IS INDICATIVE ONLY. WATERPROOFING INSTALLERS TO COMPLY WITH ALL CURRENT CODES OF LEGISLATION WHICH TAKE PRECEDENCE OVER THIS SPECIFICATION.

WET AREA WAERPROOFING BY LICENSED AND ACCREDITED INSTALLER. CERTIFICATION TO BE PROVIDED TO BUILDING SURVEYOR. CONTRACTOR OR BUILDER TO DETERMINE THE APPROPRIATE WATERPROOFING INACCORDANCE WITH AS3740 PART 3.8.1 AND TABLE 3.8.1.1 OF N.C.C AND TO NOTIFY THE BUILDING SURVEYOR FOR INSPECTION ARRANGEMENTS DURING INSTALLATION.



SIGNATURE:

DATE:



REVISION DRAWN






CLIENT:



15 / - / 177924COUNCIL:

CLARENCE COUNCIL

HOUSE DESIGN:



RYDEFACADE CODE:


WET AREA & ENERGY EFFICIENCY NOTESSCALES:SHEET No.: 712845





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Geo-Environmental Solutions. 29 Kirksway Place Battery Point. Ph 6223 1839

3/5/2021

To: Wilson Homes

RE: Stormwater retention and management – 10 Pardalote Close, Opossum Bay (712845)

In response to your inquiry regarding stormwater retention, I can advise the following:

Soil conditions

The soils on site are developing on Quaternary sediments with an estimated permeability of

5m/day.

Stormwater calculations

Stormwater runoff from impervious surfaces on site (new roof area) is calculated according to the

rational method taken from Australian Rainfall and Runoff (ARR).

Where the flowrate Q = 0.000278CIA

C = Runoff coefficient (taken as 0.90 for roof and 0.75 for gravel)

I = Intensity of rainfall

A = Catchment area

All 1:20yr scenarios (5 minutes to 72 hours) have been calculated in the attached spread sheet.

The Intensity Frequency Duration (IFD) data generated for the site is shown in the attached charts

and table.

For proposed total new roof area of approximately 160m2

The required stormwater trench area from the stormwater worksheet attached is 7m2. This can be

installed as one 5m long by 1.5m wide by 0.6m deep absorption trench to accommodate the

calculated stormwater overflow from the roof area.

Version: 1, Version Date: 20/07/2021Document Set ID: 4618682


Summary

One absorption trench is proposed to retain stormwater overflow onsite. Overflow from the new

roof area will require one absorption trench 5m x 1.5m x 0.6m.

The resultant stormwater retention area/volume should therefore be sufficient to handle all ARI

1:20 events and complies with the development standards outlined in E7.7.1 P1.

Please contact me if you have any further questions.

Dr John Paul Cumming PhD CPSS

Director



Stormwater calculations – dwelling roof area – 160m2

CATCHMENT AREA (m2) 160 Ksat (m/d) 5 Absorption length (m) 5 Absorption area (m2) 7.5

Catchement Type Roof AEP 5% Absorption width (m) 1.5 Absorption perimeter (m) 13

Moderation Factor 1 Depth (m) 0.6 Absorption depth (m) 0.6

5% AEP Infiltration (L/m2) Storm Volume (L) Trench infitration in L (volume -area shown)

Storm Duration Intensity mm/hr Flow rate (L/s) (L/m2) 160 m2 catchment500L - 2.1 m2 730L - 3.125 m2 1000L - 4.2 m2 1500L - 6.25 m2 2000L - 8.35 m2 2500L - 10.45 m2 3000L - 12.5 m2

1 min 138 5.52 3.47 331.46 7.23 10.49 14.47 21.70 28.94 36.17 43.40

2 min 108 4.32 6.94 518.81 14.47 20.98 28.94 43.40 57.87 72.34 86.81

3 min 98.1 3.93 10.42 706.89 21.70 31.47 43.40 65.10 86.81 108.51 130.21

4 min 90.7 3.63 13.89 871.42 28.94 41.96 57.87 86.81 115.74 144.68 173.61

5 min 84.7 3.39 17.36 1017.21 36.17 52.45 72.34 108.51 144.68 180.84 217.01

10 min 64 2.56 34.72 1537.23 72.34 104.89 144.68 217.01 289.35 361.69 434.03

15 min 51.9 2.08 52.08 1869.89 108.51 157.34 217.01 325.52 434.03 542.53 651.04

20 min 44.1 1.77 69.44 2118.49 144.68 209.78 289.35 434.03 578.70 723.38 868.06

25 min 38.7 1.55 86.81 2323.86 180.84 262.23 361.69 542.53 723.38 904.22 1085.07

30 min 34.6 1.39 104.17 2493.19 217.01 314.67 434.03 651.04 868.06 1085.07 1302.08

45 min 27 1.08 156.25 2918.33 325.52 472.01 651.04 976.56 1302.08 1627.60 1953.13

1 hour 22.6 0.90 208.33 3257.00 434.03 629.34 868.06 1302.08 1736.11 2170.14 2604.17

1.5 hour 17.8 0.71 312.50 3847.88 651.04 944.01 1302.08 1953.13 2604.17 3255.21 3906.25

2 hour 15.2 0.61 416.67 4381.10 868.06 1258.68 1736.11 2604.17 3472.22 4340.28 5208.33

3 hour 12.3 0.49 625.00 5317.85 1302.08 1888.02 2604.17 3906.25 5208.33 6510.42 7812.50

4.5 hour 10 0.40 937.50 6485.18 1953.13 2832.03 3906.25 5859.38 7812.50 9765.63 11718.75

6 hour 8.78 0.35 1250.00 7591.99 2604.17 3776.04 5208.33 7812.50 10416.67 13020.83 15625.00

9 hour 7.26 0.29 1875.00 9416.49 3906.25 5664.06 7812.50 11718.75 15625.00 19531.25 23437.50

12 hour 6.33 0.25 2500.00 10946.99 5208.33 7552.08 10416.67 15625.00 20833.33 26041.67 31250.00

18 hour 5.13 0.21 3750.00 13307.60 7812.50 11328.13 15625.00 23437.50 31250.00 39062.50 46875.00

24 hour 4.36 0.17 5000.00 15080.21 10416.67 15104.17 20833.33 31250.00 41666.67 52083.33 62500.00

30 hour 3.79 0.15 6250.00 16385.90 13020.83 18880.21 26041.67 39062.50 52083.33 65104.17 78125.00

36 hour 3.35 0.13 7500.00 17380.29 15625.00 22656.25 31250.00 46875.00 62500.00 78125.00 93750.00

48 hour 2.71 0.11 10000.00 18746.51 20833.33 30208.33 41666.67 62500.00 83333.33 104166.67 125000.00

72 hour 1.93 0.08 15000.00 20026.25 31250.00 45312.50 62500.00 93750.00 125000.00 156250.00 187500.00



Catchment Area = 160 m2 Infiltration Area = 7.5 m2

Runoff Coefficient = 0.9 Perimeter = 13 m

Soil Kh = 208.333 mm/hr Emptying time = 1.01 hr

Moderating factor = 1

Width Infiltration = 1.5 m

Length = 5 m

Depth = 0.6 m Volume 4.5 m3

Porosity = 0.35 Volume Storage Provided 1.575 m3

5% AEP

Storm Duration Intensity Inflow Volume Outflow Volume Required Emptying time

(mm/hr) (m3) (m3) (m3) (hr)

1 min 138 0.33 0.04 0.29 0.19

2 min 108 0.52 0.08 0.44 0.28

3 min 98.1 0.71 0.12 0.59 0.38

4 min 90.7 0.87 0.16 0.71 0.46

5 min 84.7 1.02 0.20 0.82 0.52

10 min 64 1.54 0.40 1.14 0.73

15 min 51.9 1.87 0.59 1.27 0.82

20 min 44.1 2.12 0.79 1.33 0.85

25 min 38.7 2.32 0.99 1.33 0.85

30 min 34.6 2.49 1.19 1.30 0.83

45 min 27 2.92 1.78 1.13 0.73

1 hour 22.6 3.25 2.38 0.88 0.56

1.5 hour 17.8 3.84 3.56 0.28 0.18

2 hour 15.2 4.38 4.75 - -

3 hour 12.3 5.31 7.13 - -

4.5 hour 10 6.48 10.69 - -

6 hour 8.78 7.59 14.25 - -

9 hour 7.26 9.41 21.38 - -

12 hour 6.33 10.94 28.50 - -

18 hour 5.13 13.30 42.75 - -

24 hour 4.36 15.07 57.00 - -

30 hour 3.79 16.37 71.25 - -

36 hour 3.35 17.37 85.50 - -

48 hour 2.71 18.73 114.00 - -

72 hour 1.93 20.01 171.00 - -

Full volume 1.58 0.85

Notes:

Inflow volume calculated using Equation 10.1 (WSUD Guidelines: Chapter 10)

Outflow volume calculated using Equation 10.2 (WSUD Guidelines: Chapter 10)

Required storage and emptying time is left blank when outflow volume exceeds inflow volume






Director of Building Control - date approved: 2 August 2017 Building Act 2016 - Approved Form No 35

CERTIFICATE OF THE RESPONSIBLE DESIGNER Section 94Section 106Section 129Section 155

To: Wilson Homes Owner name

250 Murray Street Address

Hobart 7000 Suburb/postcode

Designer details:Name:

John-Paul CummingCategory: Bld. Srvcs. Dsgnr. -

Hydraulic

Business name: Geo-Environmental Solutions Phone No: 03 6223 1839

Business address: 29 Kirksway Place

Battery Point 7004 Fax No: N/A

Licence No: CC774A Email address: [email protected]

Details of the proposed work:

Owner/Applicant Wilson Homes Designer’s projectreference No. J2746

Address: Lot 15, 10 Pardalote Close Lot No: 177924/15Opossum Bay 7023

Type of work: Building work Plumbing work X (X all applicable)

Description of work:On-site wastewater management system - design (new building / alteration /

addition / repair / removal / re-erection water / sewerage / stormwater / on-site wastewater management system / backflow prevention / other)

Description of the Design Work (Scope, limitations or exclusions): (X all applicable certificates)

Certificate Type: Certificate Responsible Practitioner Building design Architect or Building Designer

Structural design Engineer or Civil Designer

Fire Safety design Fire Engineer

Civil design Civil Engineer or Civil Designer

Hydraulic design Building Services Designer

Fire service design Building Services Designer

Electrical design Building Services Designer

Mechanical design Building Service Designer

Plumbing design Plumber-Certifier; Architect, Building Designer or Engineer

Other (specify)

Deemed-to-Satisfy: Performance Solution: (X the appropriate box)

Other details:

Dual-purpose septic tank and onsite absorption. Onsite stormwater retention

Design documents provided:

Form 35



The following documents are provided with this Certificate –Document description:Drawing numbers: Prepared by: Geo-Environmental Solutions Date: May-21

Schedules: Prepared by: Date:

Specifications: Prepared by: Geo-Environmental Solutions Date: May-21

Computations: Prepared by: Date:

Performance solution proposals:Onsite stormwater retention

Prepared by: Geo-Environmental Solutions Date: May-21

Test reports: Prepared by: Geo-Environmental Solutions Date: May-21

Standards, codes or guidelines relied on in design process:AS1547-2012 On-site domestic wastewater management.

AS3500 (Parts 0-5)-2013 Plumbing and drainage set.

Any other relevant documentation:

Geo-Environmental Assessment - Lot 15, 10 Pardalote Close, Opossum Bay 712845 - May-21Stormwater Assessment - Lot 15, 10 Pardalote Close, Opossum Bay 712845 - May-21

Form 55 for onsite stormwater retention

Attribution as designer:I John-Paul Cumming, am responsible for the design of that part of the work as described in this certificate;

The documentation relating to the design includes sufficient information for the assessment of the work in accordance with the Building Act 2016 and sufficient detail for the builder or plumber to carry out the work in accordance with the documents and the Act;

This certificate confirms compliance and is evidence of suitability of this design with the requirements of the National Construction Code.

Name: (print) Signed Date

Designer: John-Paul Cumming 03/05/2021

Licence No: CC774A



Assessment of Certifiable Works: (TasWater)

Note: single residential dwellings and outbuildings on a lot with an existing sewer connection are not considered to increase demand and are not certifiable.If you cannot check ALL of these boxes, LEAVE THIS SECTION BLANK. TasWater must then be contacted to determine if the proposed works are Certifiable Works.

I confirm that the proposed works are not Certifiable Works, in accordance with the Guidelines for TasWater CCW Assessments, by virtue that all of the following are satisfied:

x The works will not increase the demand for water supplied by TasWater

x The works will not increase or decrease the amount of sewage or toxins that is to be removed by, or discharged into, TasWater’s sewerage infrastructure

x The works will not require a new connection, or a modification to an existing connection, to be made to TasWater’s infrastructure

x The works will not damage or interfere with TasWater’s works

x The works will not adversely affect TasWater’s operations

x The work are not within 2m of TasWater’s infrastructure and are outside any TasWater easement

x I have checked the LISTMap to confirm the location of TasWater infrastructure

x If the property is connected to TasWater’s water system, a water meter is in place, or has been applied for to TasWater.

Certification:

I .......... John-Paul Cumming........................ being responsible for the proposed work, am satisfied that the works described above are not Certifiable Works, as defined within the Water and Sewerage Industry Act 2008, that I have answered the above questions with all due diligence and have read and understood the Guidelines for TasWater CCW Assessments.Note: the Guidelines for TasWater Certification of Certifiable Works Assessments are available at: www.taswater.com.au




http://www.taswater.com.au

ABSORPTION TRENCH1 x 15m x 2m x 0.6m

DUAL-PURPOSE SEPTIC TANK(MIN 3000L)

100% RESERVE AREA

Wastewater system:

Dual-purpose septic tank (min 3000L)

Absorption Trench1 x 15m x 2m x 0.6m

Min 3m from upslope buildingsMin 6m from downslope buildingsMin 1.5m from upslope or level boundariesMin 2m from downslope boundary Min 100m from downslope surface water

Refer to GES report

29 Kirksway Place Battery PointT| 62231839 E| [email protected]

4/12/2020

2m min

1.5mmin

STORMWATER ABSORPTION1 x 5m x 1.5m x 0.6m

Stormwater system:

All roof and tank overflow to be retainedonsite

Absorption Trench1 x 5m x 1.5m x 0.6m

Min 1.5m from buildings or boundaries

Refer to GES report


3/5/2021



Geo-Environmental Solutions P/L 29 Kirksway Place Battery Point 7004. Ph 6223 1839 Fax 6223 4539

GEO-ENVIRONMENTAL ASSESSMENT

Lot 15, 10 Pardalote Close

Opossum Bay

November 2020

Wilson Homes Job No: 712845

Disclaimer: The author does not warrant the information contained in this document is free from errors or

omissions. The author shall not in any way be liable for any loss, damage or injury suffered by the User

consequent upon, or incidental to, the existence of errors in the information.


Geo-Environmental Solutions Pty Ltd – Site Assessment Lot 15, 10 Pardalote Close

2

Introduction

Client: Wilson Homes

Date of inspection: 30/11/20

Location: Lot 15, 10 Pardalote Close, Opossum Bay

Land description: Approx. 1758m2 residential lot

Building type: Proposed dwelling

Investigation: 70mm hand auger

Inspected by: J Cumming

Background Information

Map: Mineral Resources Tasmania: South Arm Sheet 1:25 000

Rock type: Quaternary sediments

Soil depth: 2.0m+

Planning overlays: None identified

Local meteorology: Annual rainfall approx. 550 mm

Local services: Tank water with onsite wastewater

Site Conditions

Slope and aspect: Approx. 1% slope to the east

Site drainage: Well drained

Vegetation: Weed sp

Weather conditions: Cloudy, approx. 5mm rainfall received in preceding 7 days.

Ground surface: Dry surface conditions

Investigation

A number of excavations were completed to identify the distribution of, and variation in soil

materials on the site. Representative excavations were taken at the approximate locations

indicated on the site plan and were chosen for testing and classification according to

AS2870-2011 and AS1547-2012 (see profile summary).



3

Profile Summary

Holes 1 & 2

Depth (m)

Horizon Description

0.00 – 0.20 A1 Greyish Brown SAND (SW), single grain, dry loose

consistency, gradual boundary to

0.20 – 0.40 A2 Pale Brown SAND (SW), single grain, dry loose

consistency, gradual boundary to

0.40 – 2.0+ AC

Light Yellowish Brown SAND (SW), trace of clay, single

grain, slightly moist medium dense consistency, lower

boundary undefined.

Soil Profile Notes

The soils on site features deep sand horizons formed from Quaternary sediments. The sandy

soils are non-reactive.

Site Classification

According to AS2870-2011 for construction the natural soil is classified as Class A, which is

a non-reactive site. Due to the poor bearing capacity in the upper profile, it is recommended

footings are placed below 0.9m depth. Design and construction must adhere to this

classification.

Wind Classification

The AS 4055-2012 Wind load for housing classification of the site is:

Region: A

Terrain category: TC2

Shielding Classification: NS

Topographic Classification: T2

Wind Classification: N3

Design Wind Gust Speed ( V h,u ) 50 m/sec



4

Wastewater Classification & Recommendations

According to AS1547-2012 (on-site waste-water management) the natural soil is classified

as SAND (category 1) with a Design Loading Rate (DLR) of 25L/m2/day. The assigned

DLR is based upon professional assessment of the structure, composition, and drainage

characteristics of the soil on the site by an experienced soil scientist. The assigned DLR is

within the allowable range for the soil category, the effluent type, and the system design as

prescribed in AS/NZS1547.

The proposed four-bedroom equivalent dwelling has a calculated maximum wastewater

loading of 720L/day. This is based on tank water supply and a maximum occupancy of 6

people (120L/day/person).

Using the DLR of 25L/m2/day, an absorption area of 30m2 will be required. This can be

accommodated by one 15m x 2m x 0.6m absorption trench connected to a dual-purpose

septic tank (min 3000L) with outlet filter. Due to the highly permeable soils, a cut-off

diversion drain will not be required. The wastewater area must be excluded from traffic or

any future building works and a 100% reserve area must be set aside for future wastewater

requirements. For further detail please refer to the attached plan and Trench summary

reports.

The following setback distances are required to comply with the Building Act 2016:

Upslope or level buildings: 3m

Downslope buildings: 6m

Upslope or level boundaries: 1.5m

Downslope boundaries: 2m

Downslope surface water: 100m

Compliance with Building Act 2016 Guidelines for On-site Wastewater Management

Systems is outlined in the attached table.



5

Construction Recommendations

According to AS2870-2011 for construction the natural soil is classified as Class A which is

a non-reactive site. Care must be taken to ensure founding in subsoils with adequate bearing

capacity (below approximately 0.9m depth). All site Earthworks must comply with AS3798-

2012. Consideration should be given to drainage and sediment control on site during and

after construction to minimise loss of the sandy materials on site.

During construction GES will need to be notified of any variation to the soil conditions or

wastewater loading as outlined in this report.

Dr John Paul Cumming B.Agr.Sc (hons) PhD CPSS GAICD

Environmental and Engineering Soil Scientist



6

Dynamic Cone Penetration (DCP) Conversion to Californian Bearing Ratio

(ref: Australian Standard AS 1289.6.3.2 - 1997)

Date 30/11/2020

Location 10 Pardalote Close, Opossum Bay

Bedrock Depth (mm) not encountered

Water Table Location not encountered

DCP Commencement Depth 0

DCP Measure 100

Slope and Aspect 1% E

Depth (mm) DCP DCP DCP Resistance Bearing Capacity CBR

(Blows/100mm) (mm/Blow) (mPa) (kPa)

0-100 1 100.0 0.4 42 2

100-200 2 50.0 0.7 84 4

200-300 1 100.0 0.4 42 2

300-400 1 100.0 0.4 42 2

400-500 2 50.0 0.7 84 4

500-600 1 100.0 0.4 42 2

600-700 1 100.0 0.4 42 2

700-800 1 100.0 0.4 42 2

800-900 2 50.0 0.7 84 4

900-1000 2 50.0 0.7 84 4

1000-1100 2 50.0 0.7 84 4

1100-1200 3 33.3 1.1 126 6

1200-1300 5 20.0 1.8 210 10

1300-1400 6 16.7 2.1 252 13

1400-1500 7 14.3 2.5 294 15

1500-1600 7 14.3 2.5 294 15

1600-1700 7 14.3 2.5 294 15

1700-1800 8 12.5 2.9 336 17

1800-1900 8 12.5 2.9 336 17

1900-2000 9 11.1 3.2 378 20

2000-2100 11 9.1 3.9 462 25

2100-2200 10 10.0 3.6 420 22

2200-2300 11 9.1 3.9 462 25



7

GES P/L

Land suitability and system sizing for on-site wastewater management

Assessment ReportSite assessment for on-site waste water disposal

Assessment for Wilson Homes Assess. Date

Ref. No.

Assessed site(s) 10 Pardalote Close Opossum Bay Site(s) inspected

Local authority Clarence Assessed by

B.Agr.Sc(hons) PhD

Wastewater CharacteristicsWastewater volume (L/day) used for this assessment = (using the 'No. of bedrooms in a dwelling' method)

Septic tank wastewater volume (L/day) = Sullage volume (L/day) =

Total nitrogen (kg/year) generated by wastewater = Total phosphorus (kg/year) generated by wastewater =

Climatic assumptions for site (Evapotranspiration calculated using the crop factor method)

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Mean rainfall (mm) 44 39 44 45 40 43 46 46 43 52 48 54Adopted rainfall (R, mm) 44 39 44 45 40 43 46 46 43 52 48 54

Retained rain (Rr, mm) 40 35 40 41 36 39 41 41 39 47 43 49Max. daily temp. (deg. C)

Evapotrans (ET, mm) 130 110 91 63 42 29 32 42 63 84 105 126Evapotr. less rain (mm) 91 75 51 23 6 -9 -10 1 24 37 62 77

Annual evapotranspiration less retained rain (mm) = 427

Soil characterisitics

Texture = Category = 1 Thick. (m) = 2

Adopted permeability (m/day) = Adopted LTAR (L/sq m/day) = 25 Min depth (m) to water = 5

Proposed disposal and treatment methods

Proportion of wastewater to be retained on site: All wastewater will be disposed of on the siteThe preferred method of on-site primary treatment: In dual purpose septic tank(s)

The preferred method of on-site secondary treatment: In-groundThe preferred type of in-ground secondary treatment: Trench(es)

The preferred type of above-ground secondary treatment: NoneSite modifications or specific designs: Not needed

Suggested dimensions for on-site secondary treatment system

Total length (m) = Width (m) = 2Depth (m) = 0.6

Total disposal area (sq m) required = comprising a Primary Area (sq m) of:

and a Secondary (backup) Area (sq m) of: Sufficient area is available on site

30-Nov-20

John Paul Cumming

1.8

3

Sand

240

2929

14

480

720

2.2

4-Dec-20

This report summarises wastewater volumes, climatic inputs for the site, soil characteristics and sustem sizing and design issues. SiteCapability and Environmental sensitivity issues are reported separately, where 'Alert' columns flag factors w ith high (A) or very high (AA)

limitations w hich probably require special consideration for system design(s). Blank spaces on this page indicate data have not been enteredinto TRENCH.

To enter comments, click on the line below 'Comments'. (This yellow-shaded box and the buttons on this page will not be printed.)

Comments

The calculated DLR for the Category 1 soil present is 25L/sq m/day with a required absorption area of 30sq m for the

proposed development. Therefore the system will have the capacity to cope with predicted climatic and loading events.



8

GES P/L


Site Capability ReportSite assessment for on-site waste water disposal


Ref. No.



B.Agr.Sc(hons) PhD

Expected design area sq m V. high Moderate No change

Density of disposal systems /sq km Mod. Moderate

Slope angle degrees High Very low

Slope form Straight simple High Low

Surface drainage Good High Very low

Flood potential Site floods <1:100 yrs High Very low

Heavy rain events Infrequent High Moderate

Aspect (Southern hemi.) Faces E or W V. high Moderate

Frequency of strong winds Common High Low

Wastewater volume L/day High Moderate No change

SAR of septic tank effluent High Low

SAR of sullage High Moderate

Soil thickness m V. high Very low

Depth to bedrock m V. high Very low

Surface rock outcrop % V. high Very low

Cobbles in soil % V. high Very low

Soil pH High Low

Soil bulk density gm/cub. cm High Very low

Soil dispersion Emerson No. V. high Very low

Adopted permeability m/day Mod. Very high Moderate

Long Term Accept. Rate L/day/sq m High Moderate No change

4-Dec-20

30-Nov-20

0

1.4

1.7

2.0

8

5.5

25

3 Other factors lessen impact

720

2.6

0

3.0

20

Limitation

1,000

1

John Paul Cumming

To enter comments, click on the line below 'Comments' . (This yellow-shaded box and the buttons on this page will not be printed.)

This report summarises data relating to the physical capability of the assessed site(s) to accept wastewater. Environmental sensitivity andsystem design issues are reported separately. The 'Alert' column flags factors w ith high (A) or very high (AA) site limitations w hich probably

require special consideration in site acceptability or for systemdesign(s). Blank spaces indicate data have not been entered into TRENCH.

Comments

The site has the capability to accept onsite wastewater.



9

GES P/L


Environmental Sensitivity ReportSite assessment for on-site waste water disposal


Ref. No.



B.Agr.Sc(hons) PhD

AA Cation exchange capacity mmol/100g High Very high

A Phos. adsorp. capacity kg/cub m High High

Annual rainfall excess mm High Very low

Min. depth to water table m High Very low

Annual nutrient load kg High Very low

A G'water environ. value Recreational V. high High

Min. separation dist. required m High Very low

Risk to adjacent bores Very low V. high Very low

A Surf. water env. value Recreational V. high High

Dist. to nearest surface water m V. high Moderate

Dist. to nearest other feature m V. high Moderate No change

Risk of slope instability Very low V. high Very low

Distance to landslip m V. high Low

John Paul Cumming

5

3.9

2

Limitation

20

0.2

-427

30-Nov-20

200

250

50

4-Dec-20

To enter comments, click on the line below 'Comments'. (This yellow-shaded box and the buttons on this page will not be printed.)

This report summarises data relating to the environmental sensitivity of the assessed site(s) in relation to applied w astewater. Physicalcapability and system design issues are reported separately. The 'Alert' column flags factors with high (A) or very high (AA) limitations w hich

probably require special consideration in site acceptability or for system design(s). Blank spaces indicate data have not been entered intoTRENCH.

Comments

The soil on site has a sandy texture and a low CEC, therefore the soil system has a low capacity to cope with the applied

nutrient load from the system. The planting of deep rooted grasses is recommended to encourage nutrient uptake. Thewastewater system complies with the required setbacks to downslope surface water.


Demonstration of wastewater system compliance to Building Act 2016 Guidelines for On-site Wastewater Disposal

Acceptable Solutions Performance Criteria Compliance

A1

Horizontal separation distance from a building to a

land application area must comply with one of the

following:

a) be no less than 6m; or

b) be no less than:

(i) 3m from an upslope building or level

building;

(ii) If primary treated effluent to be no less than 4m plus 1m for every degree of average

gradient from a downslope building;

(iii) If secondary treated effluent and subsurface application, no less than 2m plus 0.25m for every degree of average gradient from a

downslope building.

P1

a) The land application area is located so that

(i) the risk of wastewater reducing the

bearing capacity of a building’s

foundations is acceptably low.; and

(ii) is setback a sufficient distance from a

downslope excavation around or

under a building to prevent

inadequately treated wastewater

seeping out of that excavation

Complies with A1 (b) (i) Land application area will be located with a minimum separation distance of 3m from an upslope or level building.

A2 P2 Complies with A2 (a) Land application area located > 100m from downslope surface water

Horizontal separation distance from downslope Horizontal separation distance from downslope surface water to a land application area must comply surface water to a land application area must with (a) or (b) comply with all of the following:

(a) be no less than 100m; or a) Setbacks must be consistent with AS/NZS

(b) be no less than the following: 1547 Appendix R;

(i) if primary treated effluent 15m plus 7m for

every degree of average gradient to

downslope surface water; or

b) A risk assessment in accordance with

Appendix A of AS/NZS 1547 has been

completed that demonstrates that the risk is

acceptable. (ii) if secondary treated effluent and subsurface

application, 15m plus 2m for every degree of average gradient to down slope surface water.


A3 P3 Complies with A3 (b) (i) Land application area will be located with a minimum separation distance of 1.5m from an upslope or level property boundary

Complies with A3 (b) (ii) Land application area will be located with a minimum separation distance of 2m of downslope property boundary.

Horizontal separation distance from a property Horizontal separation distance from a property boundary to a land application area must comply with boundary to a land application area must comply either of the following: with all of the following:

(a) be no less than 40m from a property boundary; (a) Setback must be consistent with AS/NZS or 1547 Appendix R; and

(b) be no less than: (b) A risk assessment in accordance with

(i) 1 .5m from an upslope or level property

boundary; and

(ii) If primary treated effluent 2m for every

degree of average gradient from a

downslope property boundary; or

(iii) If secondary treated effluent and subsurface application, 1.5m plus 1m for every degree of average gradient from a downslope property boundary.

Appendix A of AS/NZS 1547 has been

completed that demonstrates that the risk is

acceptable.

A4

Horizontal separation distance from a downslope

bore, well or similar water supply to a land

application area must be no less than 50m and not be

within the zone of influence of the bore whether up or

down gradient.

P4

Horizontal separation distance from a downslope

bore, well or similar water supply to a land

application area must comply with all of the

following:

(a) Setback must be consistent with AS/NZS

1547 Appendix R; and

(b) A risk assessment completed in accordance

with Appendix A of AS/NZS 1547

demonstrates that the risk is acceptable

Complies with A4 No bore or well identified within 50m


A5

Vertical separation distance between groundwater

and a land application area must be no less than:

(a) 1.5m if primary treated effluent; or

(b) 0.6m if secondary treated effluent

P5

Vertical separation distance between

groundwater and a land application area must

comply with the following:

(a) Setback must be consistent with AS/NZS

1547 Appendix R; and

(b) A risk assessment completed in accordance

with Appendix A of AS/NZS 1547 that

demonstrates that the risk is acceptable

Complies with A5 (a) No groundwater encountered

A6

Vertical separation distance between a limiting layer

and a land application area must be no less than:

(a) 1.5m if primary treated effluent; or

(b) 0.5m if secondary treated effluent

P6

Vertical setback must be consistent with

AS/NZS1547 Appendix R.

Complies with A6 (a) No limiting layer identified

A7 P7

nil A wastewater treatment unit must be located a

sufficient distance from buildings or neighbouring

properties so that emissions (odour, noise or

aerosols) from the unit do not create an

environmental nuisance to the residents of those

properties

Complies


AS1547:2012 – Loading Certificate – Septic System Design

This loading certificate sets out the design criteria and the limitations associated with use of the

system.

Site Address: Lot 15, 10 Pardalote Close, Opossum Bay

System Capacity: 6 people @ 120L/person/day

Summary of Design Criteria

DLR: 25L/m2/day.

Absorption area: 30m2

Reserve area location /use: assigned – more than 100% available

Water saving features fitted: Standard fixtures

Allowable variation from design flows: 1 event @ 200% daily loading per quarter

Typical loading change consequences: Expected to be minimal due to capacity of system and site

area (provided loading changes within 25% of design)

Overloading consequences: Continued overloading may cause hydraulic failure of the absorption

area and require upgrading/extension of the area. Risk considered acceptable due to visible signs of

overloading and owner monitoring.

Underloading consequences: Lower than expected flows will have minimal consequences on

system operation unless the house has long periods of non occupation. Under such circumstances

additional maintenance of the system may be required. Risk considered acceptable.

Lack of maintenance / monitoring consequences: Issues of underloading/overloading and

condition of the absorption area require monitoring and maintenance, if not completed system failure

may result in unacceptable health and environmental risks. Septic tank de-sludging must also be

monitored to prevent excessive sludge and scum accumulation. Monitoring and regulation by the

property owner required to ensure compliance.

Other operational considerations: Owners/occupiers must be aware of the operational

requirements and limitations of the system, including the following; the absorption area must not be

subject to traffic by vehicles or heavy stock and should be fenced if required. The absorption area

must be kept with adequate grass cover to assist in evapotranspiration of treated effluent in the

absorption trenches. The septic tank must be desludged at least every 3 years, and any other

infrastructure such as septic tank outlet filters must also be cleaned regularly (approx. every 6

months depending upon usage). Foreign materials such as rubbish and solid waste must be kept out

of the system.


Director of Building Control – Date Approved 1 July 2017 Building Act 2016 - Approved Form No. 55

CERTIFICATE OF QUALIFIED PERSON – ASSESSABLE ITEM Section 321

To: Wilson Homes Owner /Agent



Qualified person details:Qualified person: John-Paul CummingAddress: 29 Kirksway Place Phone No: 03 6223 1839

Battery Point 7004 Fax No:

Licence No: AO999 Email address: [email protected]

Qualifications andInsurance details:

Certified Professional Soil Scientist (CPSS stage 2)

(description from Column 3 of the Director's Determination - Certificates by Qualified Persons for Assessable Items

Speciality area of expertise:

AS2870-2011 Foundation Classification

(description from Column 4 of the Director's Determination - Certificates by Qualified Persons for Assessable Items)

Details of work:Address: Lot 15, 10 Pardalote Close Lot No:

Opossum Bay 7023 Certificate of title No: 177924/15

The assessable item related to this certificate:

Classification of foundation Conditions according to AS2870-2011

(description of the assessable item being certified) Assessable item includes – - a material;- a design- a form of construction- a document- testing of a component, building

system or plumbing system- an inspection, or assessment,

performed

Certificate details:Certificate type: Foundation Classification (description from Column 1 of

Schedule 1 of the Director's Determination - Certificates by Qualified Persons for Assessable Items n)

This certificate is in relation to the above assessable item, at any stage, as part of - (tick one)

building work, plumbing work or plumbing installation or demolition work ☒or

a building, temporary structure or plumbing installation: ☐

Form 55


Director of Building Control – Date Approved 1 July 2017 Building Act 2016 - Approved Form No. 55

In issuing this certificate the following matters are relevant –

Documents: The attached soil report for the address detailed above in 'details of Work'

Relevantcalculations: Reference the above report.

References: AS2870-2011 residential slabs and footingsAS1726-2017 Geotechnical site investigationsCSIRO Building technology file – 18.

Substance of Certificate: (what it is that is being certified)

Site Classification consistent with AS2870-2011.

Scope and/or LimitationsThe classification applies to the site as inspected and does not account for future alteration to foundation conditions as a result of earth works, drainage condition changesor variations in site maintenance.

I, John-Paul Cumming certify the matters described in this certificate.Signed: Certificate No: Date:

Qualified person: J2746 04/12/2020



CERTIFICATE OF THE RESPONSIBLE DESIGNER Section 94Section 106Section 129Section 155

To: Wilson Homes Owner name



Designer details:Name:

John-Paul CummingCategory: Bld. Srvcs. Dsgnr. -

Hydraulic

Business name: Geo-Environmental Solutions Phone No: 03 6223 1839

Business address: 29 Kirksway Place

Battery Point 7004 Fax No: N/A

Licence No: CC774A Email address: [email protected]

Details of the proposed work:

Owner/Applicant Wilson Homes Designer’s projectreference No. J2746

Address: Lot 15, 10 Pardalote Close Lot No: 177924/15Opossum Bay 7023

Type of work: Building work Plumbing work X (X all applicable)

Description of work:On-site wastewater management system - design (new building / alteration /

addition / repair / removal / re-erection water / sewerage / stormwater / on-site wastewater management system / backflow prevention / other)

Description of the Design Work (Scope, limitations or exclusions): (X all applicable certificates)

Certificate Type: Certificate Responsible Practitioner Building design Architect or Building Designer

Structural design Engineer or Civil Designer

Fire Safety design Fire Engineer

Civil design Civil Engineer or Civil Designer

Hydraulic design Building Services Designer

Fire service design Building Services Designer

Electrical design Building Services Designer

Mechanical design Building Service Designer

Plumbing design Plumber-Certifier; Architect, Building Designer or Engineer

Other (specify)

Deemed-to-Satisfy: Performance Solution: (X the appropriate box)

Other details:

Dual-purpose septic tank and onsite absorption

Design documents provided:

Form 35



The following documents are provided with this Certificate –Document description:Drawing numbers: Prepared by: Geo-Environmental Solutions Date: Dec-20

Schedules: Prepared by: Date:

Specifications: Prepared by: Geo-Environmental Solutions Date: Dec-20

Computations: Prepared by: Date:

Performance solution proposals: Prepared by: Date:

Test reports: Prepared by: Geo-Environmental Solutions Date: Dec-20

Standards, codes or guidelines relied on in design process:AS1547-2012 On-site domestic wastewater management.

AS3500 (Parts 0-5)-2013 Plumbing and drainage set.

Any other relevant documentation:

Geo-Environmental Assessment - Lot 15, 10 Pardalote Close, Opossum Bay 712845 - Dec-20 - Lot 15, 10 Pardalote Close, Opossum Bay 712845 - Dec-20

Attribution as designer:I John-Paul Cumming, am responsible for the design of that part of the work as described in this certificate;

The documentation relating to the design includes sufficient information for the assessment of the work in accordance with the Building Act 2016 and sufficient detail for the builder or plumber to carry out the work in accordance with the documents and the Act;

This certificate confirms compliance and is evidence of suitability of this design with the requirements of the National Construction Code.



Licence No: CC774A



Assessment of Certifiable Works: (TasWater)

Note: single residential dwellings and outbuildings on a lot with an existing sewer connection are not considered to increase demand and are not certifiable.If you cannot check ALL of these boxes, LEAVE THIS SECTION BLANK. TasWater must then be contacted to determine if the proposed works are Certifiable Works.

I confirm that the proposed works are not Certifiable Works, in accordance with the Guidelines for TasWater CCW Assessments, by virtue that all of the following are satisfied:

x The works will not increase the demand for water supplied by TasWater

x The works will not increase or decrease the amount of sewage or toxins that is to be removed by, or discharged into, TasWater’s sewerage infrastructure

x The works will not require a new connection, or a modification to an existing connection, to be made to TasWater’s infrastructure

x The works will not damage or interfere with TasWater’s works

x The works will not adversely affect TasWater’s operations

x The work are not within 2m of TasWater’s infrastructure and are outside any TasWater easement

x I have checked the LISTMap to confirm the location of TasWater infrastructure

x If the property is connected to TasWater’s water system, a water meter is in place, or has been applied for to TasWater.

Certification:

I .......... John-Paul Cumming........................ being responsible for the proposed work, am satisfied that the works described above are not Certifiable Works, as defined within the Water and Sewerage Industry Act 2008, that I have answered the above questions with all due diligence and have read and understood the Guidelines for TasWater CCW Assessments.Note: the Guidelines for TasWater Certification of Certifiable Works Assessments are available at: www.taswater.com.au




http://www.taswater.com.au

ABSORPTION TRENCH1 x 20m x 1.5m x 0.6m

DUAL-PURPOSE SEPTIC TANK(MIN 3000L)

100% RESERVE AREA

Wastewater system:

Dual-purpose septic tank (min 3000L)

Absorption Trench1 x 15m x 2m x 0.6m

Min 3m from upslope buildingsMin 6m from downslope buildingsMin 1.5m from upslope or level boundariesMin 2m from downslope boundary Min 100m from downslope surface water

Refer to GES report


4/12/2020

2m min


86 Queen Street, Sandy BayT| 62231839 E| [email protected]

Do not scale from these drawings.Dimensions to take precedenceover scale.

0.60

m

1.20 m

0.05 m0.15 m

90 - 100 mm DIA SLOTTED PIPEWITH GEOTEXTILE COVERING

20 mm AGGREGATE(400 mm DEEP)

FINISHED SURFACE OF SANDY LOAM50 mm MIN ABOVE NATURAL UPSLOPE AND150 mm MIN ABOVE AGGREGATE

NATURAL SOIL SURFACE

GEOTEXTILE GEOTEXTILE GEOTEXTILE GEOTEXTILE GEOTEXTILE OR FILTERCLOTH COVERING

Design notes:

1. Absorption trench dimensions of up to 20m long by 0.6m deep by 2m wide.2. Base of trenches to be excavated level and smearing and compaction avoided.3. Lower 400mm of bed to be filled with 20mm drainage aggregate and slotted 100mm distribution pipes packed into upper 100mm of aggregate4. Final finished surface with sandy loam from on site to be 100 mm above natural surface to allow for settlement.5. Construction on slopes up to 20% to allow trench depth range 650mm upslope edge to 450mm on down slope edge.6. On slopes over 5% the sandy loam cover should be 75-100mm above natural with a toes no less than 500mm in length to avoid surface wateraccumulation (up slope ag drain also recommended to divert surface water flows).7.The distribution pipe grid must be absolutely level to allow even distribution of effluent around the absorption area – it is recommended that thelevel be verified by running water into the system before backfilling and commissioning the trench 8.The slotted 90-100mm PVC distribution pipes must be slotted at “8 and 4 o’clock” when looking at the pipe section end-on, with the slots runninglevel along the horizontal length of the pipe – please see figure 2 – or commercially available pre-slotted PVC pipe utilised9.All works on site to comply with AS3500 and Tasmanian Plumbing code.

Absorption Trench Design- Slotted Pipe

2.00 m

INSPECTION OPENING

Inlet from septic tank

29 Kirksway Place, Battery PointT| 62231839 E| [email protected]

0.45

m

1.00 m


86 Queen Street, Sandy BayT| 62231839 E| [email protected]

Do not scale from these drawings.Dimensions to take precedenceover scale.

Design notes:

1. Absorption trench dimensions of up to 20m long by 0.55m deep by 1.2m wide.2. Base of trenches to be excavated level and smearing and compaction avoided.3. Lower 400mm of bed to be filled with 20mm drainage aggregate and slotted 100mm distribution pipes packed into upper 100mm of aggregate4. Final finished surface with sandy loam from on site to be 100 mm above natural surface to allow for settlement.5. Construction on slopes up to 20% to allow trench depth range 650mm upslope edge to 450mm on down slope edge.6. On slopes over 5% the sandy loam cover should be 75-100mm above natural with a toes no less than 500mm in length to avoid surface wateraccumulation (up slope ag drain also recommended to divert surface water flows).7.The distribution pipe grid must be absolutely level to allow even distribution of effluent around the absorption area – it is recommended that thelevel be verified by running water into the system before backfilling and commissioning the trench 8.The slotted 90-100mm PVC distribution pipes must be slotted at “8 and 4 o’clock” when looking at the pipe section end-on, with the slots runninglevel along the horizontal length of the pipe – please see figure 2 – or commercially available pre-slotted PVC pipe utilised9.All works on site to comply with AS3500 and Tasmanian Plumbing code.

Absorption Trench Design- Slotted Pipe

Cross section:

Slotted 90-100mm distributionpipe-slots at "8 and 4 O'clock "

Top view of Trench:Inlet from septictank

Slotted 90-100mm pvc pipe @ 1m spacing- connected with 90degree corner joins- 500mm spacing from ends of trench

200 mm

100

mm

50 mm

Side View of Pipe:

Slots min 50mm in lengthPipe diameter90-100mm

29 Kirksway Place, Battery PointT| 62231839 E| [email protected]
