C:UsersKarenDocuments™98 - Architectural A file• waterproofing of wet areas to comply with bca...

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COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION

493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439

EMAIL [email protected] www.alliedconsultants.com.au

DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456

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21698ALTERATIONS & ADDITIONS

BENDIGO YACHT CLUB

SUNSET DRIVE, EPPALOCK A0KO

APR 15

DRAWING SCHEDULE

No. Sheet Name Rev

A0 Cover & General Notes BA1 Existing Conditions BA2 Proposed Floor Plan BA3 Proposed Elevations BA4 Accessible WC & Elevations BA5 Internal Elevations BA6 Proposed Site Plan BA7 SectionA8 Slab Plan & DetailsA9 Member Schedule & Notes

A10 Bushfire Management Plan A

• ANY DISCREPANCIES OR CONFLICTING NOTATIONS ON THESE DRAWINGS ARE TO BEREFERRED TO THE DESIGNER FOR CLARIFICATION BEFORE PROCEEDING WITH ANYWORK.

• DO NOT SCALE DRAWINGS, FIGURED DIMENSIONS TO TAKE PREFERENCE.

• THE BUILDER SHALL CHECK ALL LEVELS, SOIL CONDITIONS AND DIMENSIONS PRIOR TOCOMMENCEMENT OF ANY WORK.

• ALL WORK TO COMPLY WITH THE CURRENT RELEVANT SAA CODES, BY-LAWS, THENATIONAL CODE COMPLIANCE.

• UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONALCONSTRUCTION CODE (Series 2015), BUILDING CODE OF AUSTRALIA VOLUME 1

• GENERALLY COMPLY WITH: AS. 1684 - LIGHT TIMBER FRAMING CODE. AS. 1288 - 1989 - GLASS INSTALLATION CODE. AS. 2870 - 1996 - RESIDENTIAL SLABS AND FOOTINGS CODE. AS. 3700 - BRICKWORK CODE. AS. 1428 – DESIGN FOR ACCESS AND MOBILITY

• STEP SIZES (OTHER THAN SPIRAL STAIRS) TO BE:- TREADS (Goings) 355mm MAX AND 250mm MIN FOR PUBLIC STAIRWAYS AND 355mm MAXIMUM AND 240mm MINIMUM FOR PRIVATE STAIRWAYS,- RISERS 190mm MAX AND 115mm MIN.- 2R + 1G = 700mm MAX AND 550mm MIN.- WITH LESS THAN 125max GAP BETWEEN OPEN TREADS.

IF OPEN TREADS. HANDRAILS 1000mm AT LANDINGS865mm AT STEPS, 125mm BETWEEN RAILS MUSTCOMPLY TO PART 3.9.1. OF BUILDING CODE OF AUSTRALIA.

• ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANT CLASSIFICATION OF P3OR R10 FOR DRY SURFACE CONDITIONS AND P4 OR R11 FOR WET SURFACE CONDITIONS,OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATION OF P3 FOR DRY SURFACECONDITIONS AND P4 FOR WET SURFACE CONDITIONS.

• PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THESURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (other thantensioned wire balustrades) TO BE:- 1000mm MIN ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE,- 865mm MIN ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND- VERTICAL WITH LESS THAN 125mm GAP BETWEEN, AND- ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150mm AND 760mmABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVELEXCEEDS 4000mm ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.

WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH NCC 2014, BCA Part 3.9.2.3 FORCLASS 1 AND 10 BUILDINGS AND NCC 2014, BCA VOL 1, Part D2.16 FOR OTHER CLASSESOF BUILDINGS.

• TOP OF HANDRAILS TO BE MINIMUM 825mm VERTICALLY ABOVE STAIR NOSINGS ANDFLOOR SURFACE OF RAMPS.

• WATERPROOFING OF WET AREAS TO COMPLY WITH BCA Part F1.7 AND AS. 3740-2010

• THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY ANDGENERAL WATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES AND ALLESSENTIAL SERVICES TO BE MAINTAINED DURING ALL WORKS

• CERAMIC WALL TILING TO BE LAYED OVER 6.0mm VILLA BOARD SHEET OR WATER RESISTANT PLASTERBOARD. - TO 300mm ABOVE KITCHEN SINK, HAND BASINS, TROUGHS OR THE LIKE - 800mm ABOVE BASE TO ALL WALLS OF SHOWER ENCLOSURE.

• THE BUILDER SHALL PROVIDE DAMPCOURSE THROUGHOUT ALL NEW WORKS.

• ALL CONTROL JOINTS TO BE IN ACCORDANCE WITH CEMENT AND CONCRETEASSOCIATION TN61. - 7.0M MAX. SPACING FOR CLASS M & H

• BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRYUNITS, MORTAR AND ALL BUILT IN COMPONENTS AND THE LIKE COMPLYING WITH THEDURABILITY REQUIREMENTS OF AS3700-2011 MASONRY STRUCTURES

• IF THE BUILDING IS DEEMED TO BE LOCATED IN AN AREA WHICH IS SUBJECT TO TERMITEINFESTATION, THE BUILDING MUST BE PROTECTED IN ACCORDANCE WITH THEPROVISIONS OF AS 3660.1, SECTION 3.1.3 OF THE B.C.A. 1996

• NOTE: IF FOOTING ARE IN FILLING, ALL FILLING IS TO BE REMOVED DOWN TO AND 150 mmINTO NATURAL UNDISTURBED CLAY SURFACE AND BACKFILLED WITH 15 MPa MASS CONCTO UNDERSIDE OF FOOTINGS

• ALL NEW BRICKWORK IS TO BE ARTICULATED AS PER THE METHOD GIVEN IN CEMENT &CONCRETE ASSOCIATION OF AUSTRALIA PUBLICATION, "ARTICULATED WALLING" -TECHNICAL NOTE 61 OR THE EQUIVALENT.

• PROVIDE CAVITY FLASHING AND WEEP HOLES TO THE EXTERNAL WALLS OF THE BUILDINGAS REQUIRED BY PART 3.3.4 OF THE BUILDING CODE OF AUSTRALIA. THE WEEP HOLESARE TO BE ABOVE THE CAVITY FLASHING AT NOT MORE THAN 1.2 METRES CENTRES.

• PROTECTIVE COATINGS TO STEEL WORK ALL STEEL WORK SHALL HAVE 2 COATS OFALKYD OR GLOSS, OR HOT DIP GALVANIZED 300g/m2, OR LINTELS IN MASONRY WITHIN 1kmFROM COAST 600g/m2

• TREATED TIMBER HAZARD GUIDE. H1 = INSIDE, ABOVE GROUND, DRY H2(LOSP) = INSIDE, ABOVE GROUND, DRY H3 = OUTSIDE, ABOVE GROUND H4 = OUTSIDE, IN GROUND

• C.L. = CEILING LEVEL F.F.L. = FINISHED FLOOR LEVEL

• REFER TO CIVIL ENGINEERS DESIGN AND DETAILS FOR ALL STORMWATER, CAR PARKINGAND DRIVEWAY CONSTRUCTION REQUIREMENTS.

• ALL STORM WATER TO BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE RELEVANTAUTHORITIES' APPROVAL

• STORM AND SURFACE WATER FROM THE BASE OF THE SITE CUT AND FROM THE BASE OF ANY FILLED AREA IS TO BE COLLECTED BY AN APPROVED DRAINAGE SYSTEM AND CONVEYED TO A LEGAL POINT OF DISCHARGE. THE SURFACE OF THE GROUND ADJACENT THE BUILDING IS TO BE GRADED TO FALL 50mm AWAY FROM THE BUILDING OVER A DISTANCE OF 1.0m

• THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS,SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANYBUILDINGS FOOTINGS AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTUREPENETRATION, DAMPNESS, WEAKENING AND UNDERMININ OF ANY BUILDING AND ITSFOOTING SYSTEM.

• INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLYAUTHORITIES REQUIREMENTS

• DOORS FOR EGRESS TO BE READILY OPENABLE IN THE DIRECTION OF EGRESS, BY A SINGLE HANDED DOWNWARD ACTION. THE DOOR FURNITURE IS TO BE LOCATED BETWEEN 900mm AND 1200mm FROM FLOOR LEVEL. ALL DOORS TO ALLOW 850mm CLEAR OPENING WIDTH (MINIMUM WIDTH DOOR 920mm) AND MINIMUM UNOBSTRUCTED HEIGHT OF 2m.

• WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TOMANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.

• ALL GLASS TO CONFORM WITH THE BCA AND AS1288-2006. GLAZING AND GLAZING CHANNELS TO MATCH EXISTING.

• SMOKE DETECTORS TO BE INSTALLED AS PER BCA VOL 1 PART E2 AND COMPLY WITH AS 3786 AND AS1670.

• REFER TO FIRE SERVICES DESIGN FOR ALL HYDRANT, HOSE REELS AND EXTINGUISHERDETAILS.

• PORTABLE FIRE EXTINGUISHERS TO COMPLY WITH AS2444-2001. .FIRE INDICES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY

WITH SPECIFICATION C1.10 IN THE BCA 2014.

• ANY SWITCHBOARDS LOCATED IN THE PATH OF TRAVEL TO EXITS MUST BE ENCLOSED INMETAL OR OTHER NON COMBUSTIBLE CONSTRUCTION WITH ANY OPENINGS SUITABLYSEALED AGAINST SMOKE SPREADING FROM THE ENCLOSURE.

• SIGNIFICANT SWITCHBOARDS SHALL BE PROVIDED WITH A 5kg CARBON DIOXIDEENTINGUISHER OR ANOTHER TYPE OF ENTINGUISHER WITH A MINIMUM CLASSIFIFCATIONOF 1A:E AND FITTED WITH A HOSE COMPLETE WITH ENTINGUISHER IDENTIFICATIONSIGNAGE AND SHALL BE LOCATED BETWEEN 2m AND 20m FROM THE SIGNIFICANTSWITCHBOARD

• FIRE HAZARD PROPERTIES OF MATERIALS AND ASSEMBLIES TO COMPLY WITH BCASPECIFICATION C1.10

• SPRINKLERS (if required) TO ALL NEW AREAS IN ACCORDANCE WITH AS2118.1-2006 ANDOTHER RELEVANT CODES.

GENERAL NOTES - COMMERCIAL WORKS

• EMERGENCY LIGHTING TO BE INSTALLED IN ACCORDANCE WITH THE BCA AND TO COMPLY WITH AS2293

“RUNNING MAN” SIGNS MUST BE INSTALLED TO AS2293.3 LATEST VERSION.

• EXIT PATHS WILL NOT BE AFFECTED BY THE PROPOSED ALTERATIONS. ALL PATHS OF TRAVEL TO HAVE MINIMUM 1M WIDTH CLEAR OF ALL PROJECTIONS.

• ARTIFICIAL LIGHTING TO COMPLY WITH AS1680.0-2009..• MECHANICAL VENTILATION OR AIR-CONDITIONING OF ROOOMS TO BE PROVIDED WITH A

SYSTEM COMPLYING WITH AS1668.2 AND AS/NZS 3666.1 AS AMENDED. EXHAUST OUTLETS TOBE LOCATED NO CLOSER THAN 6.0m TO FRESH AIR INLETS.

• THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF ALLIEDDESIGN CONSULTANTS ('THE DESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED TO THEDESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THEDESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY ISACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.

• THE APPROVAL BY THIS OFFICE OF SUBSTITUTE MATERIAL, WORK PRACTICE, CARIATION ORTHE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR CONTRACT VARIATION. ANY SAIDVARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHEREAPPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAIDVARIATION.

A

B

B

No. Description By DateA Photo's and Management notes DJJ 06/08/15B Revised drawings KO 21/08/15

summ

er

winter

north facing

N 30° E

N 20° W

WE

NS

COMMON ROOM

KIOSK

COMMITTEE

STORE

FEMALE

MALE

TREE

BENCH SEAT

BENCH SEAT

SHOWERS

SHOWERS

URINALSERVICESON WALL

PASSAGE

CO

RRID

OR WC

WC

WCWC

RID

GE

LIN

E

EA

VE

S L

INE

EAVES LINE

EAVES LINE EAVES LINE

EAVES LINE

EA

VE

S L

INE

RIDGE LINE

UPN

ON

-LO

AD

BE

AR

ING

WA

LL

NON-LOADBEARING WALL

SLIDING DOOR TRACKRECESSED INTO FFL

nom

1250

nom900

H/RAIL H/RAIL

WA

LKW

AY

NO

T S

HO

WN

eave

900

eave

900

eave900

1000

BUILDING AREA = 319m2

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Existing Floor Plan

No. Description By DateB Revised drawings KO 21/08/15

A3

2

A3

4

A31

summ

er

winter

north facing

N 30° E

N 20° W

WE

NS

COMMON ROOM

OUTD

OO

RKI

TCHEN

STORE

FEMALE

MALE

EXISTIN

G

TREE TO REMAIN

EX. BENCH SEAT

EX. BENCH SEAT

SH

R

EX.URINAL

EXISTWC

AMBWC

REMOVE & RELOCATEEXISTING WC PAN

KITCHEN

ADDITIONAL BENCH SEATCONSTRUCTED TO MATCHEXISTING BENCH SEAT

ADDITIONAL BENCH SEATCONSTRUCTED TO MATCHEXISTING BENCH SEAT

CP

BD

920

920

720

720

A5

3

4

NEWBENCH& BASIN

UP

A5

1

2

NEWBENCH &BASINS

820

CS

D

REMOVE EXISTING DOORAND PROVIDE NEWCAVITY SLIDING DOOR

EX. DOORS& WINDOWS

EX. DOORS & WINDOWSEX. DOORS EX. WINDOWSEX. WINDOWS

920

CS

D

SHRSHRSHR

SH

R

SH

R

EXISTING EAVES LINE

EXISTING EAVES LINE

EX

IST

ING

RID

GE

LIN

E

EX

IST

ING

EA

VE

S L

INE

EXISTINGEAVES LINE

EXISTING EAVES LINE

EX

IST

ING

EA

VE

S L

INE

EX. OPENINGNEW SERVERYBENCH & OPENING

CREATE STEPLESS SHOWERSWITH FALL 1:60INSTALL NEW PARTITIONSWITH SELECTED FINISHES

EXISTINGRIDGE LINE

PA

NT

RY

A5

5

2050

9014

0090

90700

90

CP

BD

1690

6090

9058

5090

ACC.WC

SLI

DIN

GD

OO

RS

620

620

920

450

CO

RRID

OR

SS

SIN

K

NEW EAVE WITH FASCIA& GUTTERING TO MATCHEXISTING

NE

W E

AV

E L

INE

LINE OF EXISTING EAVETO BE DEMOLISHED

1570 90

BE

NC

H

EXISTING RIDGE LINEEXTENDED OVER NEWADDITIONS (120X35 LVL)

AMBWC

NEW EAVE WITH FASCIA& GUTTERING TO MATCHEXISTING

EXISTING EAVES LINE

nom

900

eave

200 eave

eave

900

1400

750 60

0 be

ncht

op

76090

9017

0090

1100

3605 nom 90 3600

PASSAGE

1A4

BATTEN OUT WALLTO ALLOW FORGRAB RAIL FIXINGS

PAN B

1

A7

FRIDGE

PROVIDE SLIP RESISTANTVINYL FLOORING WITH150mm COVE SKIRTING

PROVIDE SLIPRESISTANT VINYLFLOOR FINISH

PROVIDESLIP RESISTANTFLOOR TILES

PROVIDESLIP RESISTANTFLOOR TILES

PROVIDE SLIP RESISTANTSHEET VINYL TO ADDITIONS

950 CSD

EXIT TRAVEL PATHAPPROX TOTAL 26mFROM ACCESSIBLE WC

fall

1:1

00

fall

1:1

00

fall

1:1

00

fall

1:1

00

fall

1:1

00

fall

1:1

00

CREATE STEPLESS SHOWERSWITH FALL 1:100INSTALL NEW PARTITIONSWITH SELECTED FINISHES

1020

820

EX

NEW DP

NEW

DP

RETAIN EXISTINGCEILING LINING

nomeave 900

NO S

TEP

eave

1250

EXISTING H/RAIL

nom

1281

PROVIDE NEWTACTILE WARNINGINDICATORSWIDTH OF STAIRWAYx 600 DEEP AT TOP ANDBOTTOM OR STAIRS

300

PROVIDE NEWTACTILE WARNINGINDICATORSWIDTH OF STAIRWAYx 600 DEEP AT TOP ANDBOTTOM OR STAIRS

RE

VIS

ED

OO

RS

WIN

G

INSTALL GRABRAILSTO AMBULANT TOILETAND COMPLY WITHFig 53(a) AS1428.1

PROVIDE MIN 1 METRE WIDEWALKWAY AND TO COMPLY WITHAS1428.1 Part 10.2

1000EX.

FAN

NEW

FAN

PROVIDE 2No. FLUOROS, SWITCHESAND GPO'S TO OUTDOOR KITCHENCLIENT TO CONFIRM LOCATIONON SITE

300

300

300

MIN 850mmCLEAR OPENINGTO DOOR

EXIT TRAVEL PATHAPPROX TOTAL 727FROM MALE WC

1800

DOOR TO HAVE A SINGLEHANDED DOWNWARD ACTIONDEVICE WITH ACCESSIBLE USEBTWN 900mm AND 1100mmFROM FFL IN COMPLIANCE WITHBCA D2.21 & PART D3

EXISTING BUILDING AREA = 319m2ADDITIONS = 9.9m2

FIRE EXIT DOORTO COMPLY WITH BCAPART D2.19AND OPERATING LATCHTO COMPLY WITHPART D2.21

LINTEL ABOVE DOORS240x45 MGP10

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Proposed Floor Plan

All existing building, service, etc, dimensions and locations, shouldbe checked & verified by the Builder on-site prior to ordering anymaterials or equipment.

Grade finished surface level away from building 1 in 50 for1000mm minimum to prevent water ponding against building.

No windows included, however amendment to drawings is requiredif this changes.

The building shall be treated against termite attack in accordancewith NCC Vol.2, Part 3.1.3, local Council and/or the BuildingSurveyor.

Smoke detectors are to be installed as per NCC Vol.2, Part 3.7.2and wired direct to the main switchboard.

Waterproofing of all wet areas to Comply with NCC 3.8.1 &AS3740.

BUILDING CLASSIFICATION - 9b

LEGEND

TACTILE WARNING INDICATORS(width of access x 600mm)Comply with AS1428.1


NEW ROLLERGARAGE DOORS

NEW METAL FASCIATO MATCH EXISTING

ROOF SLOPE TO ADDITIONSTO MATCH EXISTING(NOM 5º PITCH)

2400

nom

EX

DO

OR

EXISTING EAVES LINETO BE EXTENDED OVERNEW ADDITIONS

EX. METAL DECK ROOFINGWITH METAL FASCIA & GUTTERING

NEW METAL DECKROOFING TO MATCHEXISTING

NEW METAL FASCIA& GUTTERINGTO MATCH EXISTING

CORRUGATEDWALL CLADDINGTO NEW ADDITIONS

2400

nom

CL

1690

200 eave

EX. WINDOW EX. WINDOW EX. WINDOW EX. WINDOWEX.WINDOW

EX.WINDOW

EX.WINDOW

EXISTING BUILDING LINE

3260

nom

CL

EXISTING BUILDING LINE

EXISTING EAVES LINETO BE EXTENDED OVERADDITIONS

NEW METAL FASCIA& GUTTERING TOMATCH EXISTING

CORRUGATED WALLCLADDING TO ADDITIONS

NEW ZINC TRIMDECKROOF SHEETING TOADDITIONS TO MATCHEXISTING

EX. WINDOW

EX.DOORS

EX. WINDOW EX. WINDOW

EX. DOORS& WINDOWS

EXISTING GAL METAL DECKSHEET ROOFING TO REMAIN

EXISTING OPEN STYLEHANDRAIL TO EXTENTSHOWN

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APR 15

1 : 1001

North Elevation

1 : 1002

West Elevation

1 : 1004

East ElevationB


850

min

2300

1900

DISABLEDCOMPLIANTTOILET SUITE DISABLED COMPLIANT

WALL BASIN WITH SHELFAND TAPWARE

EXISTING HIGHLIGHTWINDOW TO REMAIN

450

- 46

0 50 -

60

PAN800 (+/-10)

300

min

2700 nom 90

900 nom

903600

9019

4070

min

425

min

450

700 800

DOOR TOHAVE MIN 850mmCLEAR OPENING

950 CSD

CPBD

REFER TO AS.1428.1FOR DDA COMPLIANCEPRECEDENCE TOTAKE PLACE

A4

2

3

4

5

90x45 TIMBER STUDSWITH WR PLASTERBOARDTO INSIDE AND STANDARD P'BDOUTSIDE

530850

1450

GRABRAIL

NEW CAVITY SLIDINGDOOR TO DDA COMPLIANCEREFER Fig 30 AS1428.1INCLUDING SIGNAGE,DOOR HARDWARE AND DOORSNIB

EXISTING BRICK WALLTO REMAIN

DISABLED W

C

ELEVATIONS

BATTEN OUT WALLWITH 90x45 MGP10 TIMBER STUDSAND PROVIDE WATER RESISTANTPLASTERBOARD WITHSELECTED PAINT FINISH

630 nom90

EX.WINDOW

800 (+/-10)

800

- 83

0

min 225

460

- 48

0

max

700

200 - 250

300 max ZONE FORTOILET ROLLDISPENSER

KNEE TOE CLEARANCEREFER ELEVATION BFig 44(a) AS1428.1

800

- 81

0

min

140

0

DDA COMPLIANTGRABRAIL WITHBACKREST TO WC

1800

PROVIDE SLIP-RESISTANT SHEET VINYLFLOORING WITH 150mm COVED SKIRTINGTO PERIMETER OF DISABLED WC

MIR

RO

R

900

max

min

185

0

350 min

800

- 83

0

min 425

MIRROR CENTREDOVER WASHBASIN

PROVIDE CERAMICSPLASHBACK WALL TILES

150

cove

ski

rtin

g

EXISTING CEILING LININGTO REMAIN

920 SLIDING DOORWITH 850 MINOPENINGCLEARANCE

NEW WALL WITH WATER RESISTANTPLASTERBOARD ANDSELECTED FINISH

500 min

1200

min

1350

max

COAT HOOKZONE

460

- 48

0

650 87

5

350-400 backrestZONE FORBACKREST

450 - 460200

NEW WALL WITH WRPLASTERBOARDAND SELECTED FINISH

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APR 15

1 : 501

ACCESSIBLE WC 1 : 50

2Int Elev - Accessible-1

1 : 503

Int Elev - Accessible-2 1 : 50

4Int Elev - Accessible-3

1 : 505

Int Elev - Accessible-4

B


150

nom

450 bench seat

712

2400

nom

cei

ling

heig

ht

450 85

0

40 n

om b

ench

top

500 benchtop

200

spla

shba

ck

mirror

900 900 900 900

nom 30 partition

200mm APRONTO BENCHTOP

TOILET PARTITIONS WITHSELECTED FINISH ANDDOOR HARDWARE

NEW BENCHTOP WITHSELECTED FINISH ANDINSET BASIN WITH TAPWARE

AMBULANTWC

STEPLESSSHOWER

STEPLESSSHOWER

STEPLESSSHOWER

REMOVE EXISTING RAISED SHOWERBASE AND CREATE STEPLESS SHOWERBASE FOR EACH SHOWERPROVIDE WATERPROOFING IN ACCORDANCEWITH NCC Part 3.8

CEILING LININGTO REMAIN

NEW BENCH SEATINGWITH SELECT FINISH

SHOWERCUBICLE

150

nom

1800

par

titio

n

PROVIDE STEPLESS SHOWERWITH 1:60 FALL INCLUDINGWATERPROOFING

SHRROSE

SHR TAP& SOAP

HOLDER

RETAIN EXISTING BENCH SEATAND PROVIDE ADDITIONALSECTIONS AS PER FLOOR PLANRETAIN EXISTING COAT HOOKS(NOT SHOWN)

900 900 900

nom 30 partition

EX. WC

PROVIDE NEWWALL MOUNTEDBASIN INCLTAPWARE

EXISTINGURINAL TOREMAIN

STEPLESSSHOWER

STEPLESSSHOWER

STEPLESSSHOWER

NEW WALL WITHPLASTERBOARD ANDSELECTED FINISH

NEW TOILET PARTITIONSWITH SELECTED FINISH

150

nom

1800

toi

let p

artit

ion

8601200 nom

REMOVE EXISTING RAISED SHOWERBASE AND CREATE STEPLESS SHOWERBASE FOR EACH SHOWERPROVIDE WATERPROOFING IN ACCORDANCEWITH NCC Part 3.8

mirr

or

850

200

spla

shba

ck

40 n

om b

ench

top

1000

mirr

or10

50

900 1100

2400

nom

cei

ling

heig

ht

SHOWERCUBICLE

150

nom

1800

par

ition

PROVIDE STEPLESS SHOWERWITH 1:60 FALL INCLUDING WATERPROFFING

SELECTEDSPLASHBACKWALL TILES

SELECTED APRON CABINETWORKWITH INSET BASIN & TAPWARE

PROVIDE SELETEDMIRROR

EX. WINDOW

nom

40

benc

htop

kick

plat

e 10

0 n

om

900

RETAIN EXISTINGWALLS

PROVIDE SELECTED S/S SINKWITH TAPWARE

PROVIDE SELECTED BENCHTOP

PROVIDE SELECTED FINISHTO CABINETWORK

adj adj adj adj

PROVIDE SELECTEDBASIN INSET INTOBENCHTOP

nom 3605 KITCHEN

2400

nom

inal

PROVIDE SPLASHBACKCERAMIC WALL TILES

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APR 15

SCALE 1 : 50

Int Elev - Female-11 SCALE 1 : 50

Int Elev - Female-22

SCALE 1 : 50

Int Elev - Male-13

SCALE 1 : 50

Int Elev - Male-24

SCALE 1 : 50

Int Elev - Kitchen-15

B


summ

er

winter

north facing

N 30° E

N 20° W

WE

NS

PRO

POSED

AD

DIT

IONS

EXISTIN

G

TREE TO

REMAIN

UP

EXISTINGYACHT CLUB

EXISTINGSHED

EXISTINGSHED

S U N SET D R I V E

WATER FRONTRAMPACCESS

PROVIDE SEALEDDISABLED CARPARKING SPACEAND ACCESS PATHIN ACCORDANCEWITH AS1428

EXISTIN

G

PUMP WELL

EVAPORATIONDAM THIS DIRECTIONREFER TO PAGE A7FOR EXPANDED VIEW

50M from Full Supply Levelof Lake Eppalock and measuredfrom 193.91m AHD Level

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APR 15

B


EXISTING ROOF STRUCTURETO REMAIN

NEW TRIM DECK METALROOFING WITH ZINC FINISH

METAL ROOFING BATTENS

RAFTERS - 120X35 LVL

TOP PLATE - 2/90x35 MGP10

LINTEL - REFER TOMEMBER SCHEDULE

NEW MANUAL OPERATEDROLLER DOOR

NEW BENCHTOP AND CABINETWORKPROVIDE NEW S/S SINK INCLUDINGTAPWARE AND CONNECT DRAINAGETO EXISTING SYSTEM

NEW SLAB & FOOTINGREFER TO DETAILS

N.G.L

EXISTING WALLTO REMAIN

EXISTING SLABAND FOOTINGSTO REMAIN

INSTALL CORRUGATEDWALL CLADDINGTO EXTERIOR OFPROPOSED ADDITIONS

PROVIDE NEW SLIP-RESISTANTSHEET VINYL FLOORING TO ADDITIONSINCLUDING 150mm COVE SKIRTING

P'BD WALLLINING WITHSELECT FINISH

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APR 15

1 : 201

Section A-A

CERAMIC SPLASHBACKTILES BEHIND SINK(NOT SHOWN)

PUMP WELL AERIAL PHOTON.T.S

EVAPORATIONDAM

YACHTCLUB

PUMP WELLLOCATION

No. Description By Date

EXISTING SLAB

CUT EXISTING CONCRETE HOBSHOWER BASE AND CREATESTEPLESS SHOWER BASEWITH GRADIENT 1:100 FALL

100mm CONCRETE SLABWITH 1 LAYER SL82 MESHAND 25mm TOP COVER

300

300300

300

300

CUT EXISTING CONCRETE HOBSHOWER BASE AND CREATESTEPLESS SHOWER BASEWITH GRADIENT 1:100 FALL

INTERNAL BEAM DETAIL

COMPACTED SANDFILLING

0.2mm VAPOURBARRIER

3-L8 TM

300>50 >50

300

min

dep

th

100

SL72 MESH 25 mmTOP COVER

SCALE 1:5

0.2mm VAPOUR BARRIERNO SERVICES TO BE

FOOTING THAN THIS LINELOCATED CLOSER TO THE

45.0° 300

SAND FILLINGCOMPACTED

SL72 MESH 25 mm TOP COVER

15

0 m

in

LEVELGROUND

30

0 m

in d

epth

10

0

3-L8 TM

EDGE BEAM DETAILSCALE 1:5

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1 : 501

Slab Plan

SOIL CLASSIFICATION 'S'

No. Description By Date

summer

winter

north facing

N 3

0° E

N 20° W

W

E

N

S

EXISTING TREETO REMAIN

UP

EXISTINGYACHT CLUBEXISTING

SHED

WATER FRONTRAMPACCESS

UP

SLO

PE

UPSLOPE& FLAT

DO

WN

SLO

PE

5° T

O 1

0°

DOWN SLOPE0° TO 5°

SUNSET DRIVE

37m DEFENDABLE SPACE

24m DEFENDABLE SPACE

29m

DE

FE

ND

AB

LE S

PA

CE

24m

DE

FE

ND

AB

LE S

PA

CE

WOODLANDSVEGETATION

WOODLANDSVEGETATION

WOODLANDSVEGETATION

GRASSLANDVEGETATION

10,000 Ltr Tank

3.5m D

RIVEW

AY

PROPOSED ADDITION6.09m x 1.69m UNDER

EXISTING EAVE

PHOTO 1

PHOTO 2

PHOTO 3

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SUNSET DRIVE, EPPALOCK A10DJJ

APR 15

Bushfire Managemnt Plan1

Defendable space managementDefendable space from the proposed building of 24m to the north & east, 37m to the South,and 29m to the West where vegetation (and other flammable materials) will be modified andmanaged in accordance with the following requirements;

• Grass will be short cropped and maintained during the declared fire danger period.• All leaves and vegetation debris will be removed at regular intervals during the declared

fire danger period.• Within 10 metres of a building, flammable objects will not be located close to the

vulnerable parts of the building.• Plants greater than 10 centimetres in height will not be placed within 3m of a window or

glass feature of the building.• Shrubs will not be located under the canopy of trees.• Individual and clumps of shrubs will not exceed 5 sq. metres in area and must be

separated by at least 5 metres.• Trees will not overhang or touch any elements of the building.• The canopy of trees will be separated by at least 5 metres.• There will be a clearance of at least 2 metres between the lowest tree branches and

ground level.• Trees canopy's will be trimed annualy to comply with 5m seperation.• Trees don't overhand building and will be trimed annualy before each fire danger period.

Water supply for fire fighting purposesShow 10,000L of effective water supply for fire fighting purposes which will meet thefollowing requirements:

• Is stored in an above ground water tank constructed of concrete or metal.• All fixed above-ground water pipes and fittings required for fire fighting purposes

must be made of corrosive resistant metal.• Incorporate a ball or gate valve (British Standard Pipe (BSP) 65mm and coupling

(64mm CFA 3 thread per inch male fitting).• The outlet of the water tank will be within 4m of the accessway and be

unobstructed.• Be readily identifiable from the building or appropriate identification signage to the

satisfaction of the CFA must be provided.• Any pipework and fittings will be a minimum of 65mm (excluding the CFA

coupling).

1. BAL – 19 Construction requirements:

a. Sub floor supports: No special construction requirements.b. Floors: No special construction requirements.c. External walls:

Non-combustible material.

Parts less than 400 mm above ground or decks etc to be of non-combustiblematerial, 6 mm fibre cement clad or bushfire resistant/naturally fire resistanttimber

All joints in the external surface material of walls shall be covered, sealed,overlapped, backed or butt-jointed to prevent gaps greater than 3 mm.Vents and weepholes in external walls shall be screened with a mesh with amaximum aperture of 2 mm, made of corrosion-resistant steel, bronze oraluminium, except where the vents and weepholes are less than 3 mm (seeClause 3.6), or are located in an external wall of a subfloor space.

d. External windows:Protected by bushfire shutter, completely screened with steel, bronze oraluminium mesh or 5 mm toughened glass or glass blocks within 400 mm ofground, deck etc. Openable portion metal screened with frame of metal ormetal reinforced PVC-U or bushfire resisting timber.

e. External doors:Protected by bushfire shutter, or screened with steel, bronze or aluminiummesh or glazed with 5 mm toughened glass, non-combustible or 35 mm solidtimber for 400 mm above threshold, metal or bushfire resisting timber framedfor 400 mm above ground, decking, etc, tight-fitting with weather strips atbase

f. Roofs:Non-combustible covering. Roof/wall junction sealed. Openings fitted withnon-combustible ember guards. Roof to be fully sarked

g. Verandas / decks etc:Enclosed sub-floor space – no special requirement for materials except within 400 mm of ground. No special requirements for supports or framing.Decking to be non-combustible or bushfire resistant within 300 mmhorizontally and 400 mm vertically from a glazed element

2. For more detailed options refer to Section 5 of AS3959-2009.

Access designed to accommodate CFA access• Curves will have a minimum inner radius of 10m.• The average grade will be no more than 1 in 7 (14.4 per cent)

(8.1 degrees) with a maximum of no more than 1 in 5 (20 percent) (11.3 degrees) for no more than 50m.

• Dips will have no more than a 1 in 8 (12.5 per cent) (7.1degrees) entry and exit angle.

• Will have a minimum trafficable width of 3.5m and be clear ofencroachments for at least 0.5m on each side and 4m above theaccessway.

• Will be clear of encroachments for at least 0.5m on each sideand 4m above the accessway.

No. Description By DateA Photo's and Management notes DJJ 06/08/15

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