T a h n e e F o r b e s Shire of ... - Shire of Boddington

S I T E A D D R E S S :

1 2 B a n n i s t e r R o a d ,B o d d i n g t o n W A 6 3 9 0Shire of Boddington

1 4 0 9

P R O J E C T N U M B E R :

T a h n e e F o r b e s

Shire of Boddinton

EXISTING LINE OF TIMBER BARRIER TO BE MAINTAINED AS PER CURRENT.

ALL VEGETATION TO BE MAINTAINED UNLESSOTHERWISE STATED DUE TO ACCESS AND EGRESSRESITRICTIONS (PARKING).

LARGE SCALED VEGETATION TO BE REMOVEDWHERE DEEMED NECCESSARY TO ENABLEPROPOSED NEW VEHICLE ACCESS AND EGRESSTO PROPOSED NEW PARKING FACILITY.

SHOWN DOTTED EXISTING LANDSCAPE/ HANDSCAPE GROUNDFORMATION TO BE REMOVED/ MODIFIED IN ALLOWANCE OFON-SITE VISITOR/DISABLED/ STAFF PARKING

PROPOSED ON-SITE VISITOR/ DISABLED AND STAFF PARKINGALLOANCE TO REAR OF EXISTING STRUCTURE. REFER TO

PARKING DETAIL PLAN FOR FURTHER INFORMATION.

EXSITING VEGETATION INPLACE TO BE REMOVED FORPROPOSED VEHICLEACCESS DRIVEWAY TOREAR PARKING.

EXISTING GAS SUPPLYBEYOND TO BE MAINTAINED PROPOSED NEW BITUMEN TO MATCH TO BE

POURED IN EXISTING PLANTER REGIONS.

EX

IST

ING

SE

RIV

CE

VE

HIC

LE

AC

CE

SS

NOTE THAT ALL VEGETATION LOCATIONS ARE ESTIMATES DUE TO LACKING SITE SURVEYPROVIEDED. BUILDER TO CHECK ON SITE FOR SITE PARAMETER CONFLICT.

PROJECT DETAILS:

Architectural Documentation for Contruction.Proposed Visitor Centre - Old HighSchool Re-Development

SITE ADDRESS:

12 Bannister Road,Boddington WA 6390 1409-2

DWG BY:

BGW

DWG NUMBER: DWG SIZE:

A2 @ 100% (P)

W e s s e l s D e s i g n S t u d i oExceeding architectural Expectations with Excellence

REV:

Byron Wessels - Director of Design [email protected] e

0437 187 601 m9368 6151 w

PROJECTNUMBER

A100 C

EXISTING VEHICLE ACCESS TO BE MAINTAINED - AND UTILIZED FOR PROPOSED VISITORCENTRE PROPOSAL.

PROPOSED NEW PAVED FLOOR FINISH TO ENTRANCE - PAVING TO FOLLOW SUIT WITHEXSTING PAVING TO PRIMARY STREET ADJOINED TO PROPOSAL.

PROPOSED GABION WALL VARIATION THROUGHOUT LANDSCAPE STRATEGY TO PRIMARYFACADES OF EXISTING STRUCTURE. REFER TO LANDSCAPE STRATEGY AND RELEVANT

DETAIL PLANS FOR FURTHER INFORMATION.

EXISTING ROOF/ EAVE STRUCTURE TO BE MAINTAINED AS PER CURRENT - WITH NILFURTHER MODIFICATIONS - EXCLUDING POSSIBLE PRESSURE CLEAN WHERE NECCESSARY.

PROPOSED ADDITION OF PATRONSEXTERIOR AS PER LANDSCAPE STRATEGY.

REFER TO RELEVANT DETAILING PLAN FOR PROPOSED VISITOR CENTRE ALTERNATIONS,PLANNING STRATEGIES AND DESIGN INTENT.

FOR FURTHER INFORMATION, REFER TO INTERIORS FOR FINISHES OR STRUCTURALENGINEERS DOCUMENTATION FOR ALL CONSTRUCTION SPECIFICATIONS.

A R C H I T E C T U R A L S H E E T S E T

A 1 0 1

A 1 0 2

A 1 0 3

A 1 0 4

A 1 0 5

A 1 0 6

A 1 0 7

A 1 0 8

A 1 0 9

A 1 1 0

A 1 1 1

A 1 1 2

A 1 1 3

A 1 1 4

A 1 1 5

A 1 1 6

A 1 1 7

A 1 1 8

A 1 1 9

PROPOSED GROUND PLAN

PROPOSED LIBRARY DETAILING

PROPOSED COMMON ROOM DETAIL PLAN

PROPOSED COMMON ROOM DETAILING

PROPOSED INTERPRETIVE DETAIL PLAN

PROPOSED CAFE DETAILING

PROPOSED REFLECTED CEILING PLAN

PROPOSED DEMOLITION PLAN

PROPOSED ELECTRICAL PLAN

PROPOSED LANDSCAPE PLAN

PROPOSED PATRONS EXTERIOR DETAIL PLAN

PROPOSED GABION RETAINER DETAIL PLAN

PROPOSED REAR PARKING PLAN

PROPOSED GRID STRUCTURAL PLAN

PROPOSED PATIO DETAIL PLAN

PROPOSED LANDSCAPE SECTIONS

PROPOSED FACADE ELEVATIONS

PROPOSED FACADE ELEVATIONS

PROPOSED DOOR AND WINDOW SCHEDULE

1

A105

1

A103

1A102

PROPOSED INTERPRETIVE SPACE

1

A110

EXISTING INTERNALR.L 10.00

ALLOCATED EXISTING AREA 100m²

PROPOSED ENHANCEDCOMMERCIAL KITCHEN

PROPOSEDLIBRARY/INTERPRETIVESTORAGE

PROPOSEDCAFE COUNTER

PROPO

SED

CAFE SER

VERY

BEVERAGEFRIDGE

DISPLAYCAB.

DISPLAYCAB.

PROPOSED PUBLIC LIBRARYSPACE (SECURE)


PROPOSED PATRONSINTERPRETIVE/ LIBRARY EXTENSION.


VINYLF.F R.L 10.00

CARPETF.F R.L 10.00

CARPETF.F R.L 10.00

1

A106

PROPOSED PATRONS EXTERIORDECKING AND GABION RETAINERSALLOCATED DECKING COVERAGE(inc steps/ access) : 205m²

EXISTING SLABR.L 9.95

EXTERNAL DECKING (A)R.L 9.95

EXTERNAL DECKING (B)R.L 9.47

T.O.WR.L 9.60

T.O.WR.L 9.60

T.O.WR.L 10.11

PROPOSED NEW 150x150mm TREATED PINE WITH WHITE PAINTFINISH COLUMNS AS FOUNDATION ELEMENTS TO PROPOSEDNEW FIXED SHADE STRUCTURE - REFER TO RELEVANTDETAILING FOR FURTHER INFORMATION.

EXTERNAL DECKING (C)R.L 8.99

T.O.WR.L 10.11

T.O.WR.L 10.11

EXISTING SITESERVICES TO G.L

1

A114

600

1

A115

PROJECT DETAILS:


SITE ADDRESS:


DWG BY:

BGW


A2 @ 100% (P)


REV:


0437 187 601 m9368 6151 w

PROJECTNUMBER

1 : 100

P R O P O S E DG R O U N D P L A N1

A101 C

REFER TO DEMOLITION PLAN FOR PROPOSED STRUCTURE MODIFICATIONS, PROPOSEDWALL AND OPENINGS INSTALLATIONS, OR THE LIKE.

EXISTING FACADES OF STRUCTURE TO BE MAINTAINED AS PER CURRENT - DUE MINIMAL BUDGET. PRESSURECLEANING OF EXISTING WHITE PAINTED MASONRY TO BE RECCOMMENDED.

EXISTING GUTTERS, FASCIAS, AND EXPOSED SHS COLUMNS (AS INDICATED) TO BE RE-SURFACED WITHPROPOSED NEW WHITE PAINT FINISH (EXTERIOR - SEMI GLOSS). WITH ADDITION OF WHITE PAINTAPPLICATION TO ANT EXPOSED RAFTER TRIMMING MEMBERS THROUGHOUT VERANDAH WHERE VISIBLE.

EXISTING MASONRY BRICKWORK OPENINGS SERVICING AS SINGLE PERSONEL ACCESS TO INTERIORS (AS SHOWN PERDEMOLITION PLAN) TO BE SINGLE LEAF MASONRY BRICKWORK FILLED WITH WHITE PAINT FINISH TO MATCH EXISTING TOEXTERIOR. INTERIORS TO BE JOINERY FILLED AS PER INTERIORS RECCOMMENDATION.

REFER TO RELEVANT DETAIL PLAN FOR FURTHER CONSTRUCTION AND DESIGN INTENT INFORMATION.

PROPOSED LIBRARY FACILITY

ALLOCATED EXISTING AREA 85m²70-100 Books per m² : 5950 - 8900 Allocation

EXISTING 300mm CAVITY MASONRY BRICKWORK TO BEMAINTAINED - UNLESS OTHERWISE STATED. EXTERIOR FINISH TOBE MAINTAINED DUE TO BUDGET CONSTRAINTS WITH PRESSUREWASH RECCOMMENDATIONS THROUGHOUT FACADES.

PROPOSED WHITE PAINT FINISH TO ALL EXISTING COLUMNS,EXPOSED RAFTERS, GUTTERS AND FASCIAS THROUGHOUT TOPROVIDE CONSISTANT 'PURIST WHITE' AESTHETIC. WHITE PAINTFINISH TO BE EXTERIOR inc. PRIMER WITH SEMI-GLOSS FINISH.

REFER TO PROPOSED REAR PARKING STRATEGY FOR FURTHERINFORMATION TOWARDS REAR OF EXISTING STRUCTURE.

EXISTING CONRETE SLAB ON GROUNG TO VERANDAH TO BE MAINTAINEDDUE TO BUDGET CONSTRAINTS - ACID WASH RECCOMMENDED.

PROPOSED INTERIOR FITOUT OF SHELVING, BAY END PANELS, SEATINGAND TABLES AS PER INTERIORS INTERIORS RECCOMMENDATIONS.

PROPOSED INTERIOR LIBRARY JOINERY BENCH TO BE SPLIT LEVELFOR PRIMARY AND SECONDARY PURPOSES. PROPOSED SURFACESELECTIONS AS PER INTERIORS RECCOMMENDATIONS - INSTALLEDAS PER MANUFACTUERS REQUIREMENTS THROUGHOUT.

ALL EXISTING OPENINGS THROUGHOUT STRUCTURE TO BEMAINTAINED AS PER CURRENT, WITH THOROUGH CLEANINGAND RE-SEALING TO JOINTS WHERE NECCESSARY.

PROPOSED LIBRARY INTERIOR FLOOR FINISH TO HAVE NEWCARPET THROUGHOUT AS PER INTERIORS RECCOMMENDATIONSTO DESIGN FOOTPRINT PROVIDED UNLESS OTHERWISE NOTED.

PR

OP

OS

ED

FLO

OR

F

INIS

H B

OU

ND

AR

Y

CARPETF.F R.L 10.00

PRIMARY BENCH HT.950mm A.F.LR.L 10.95

SECOND" BENCH HT.750mm A.F.LR.L 10.75

VINYLF.F R.L 10.00

EX

IST

ING

MA

SO

NR

Y F

OO

TP

RIN

T (

TO

BE

RE

MO

VE

D)

ALL INTERIOR SURFACES TO BE LINED WITH PLASTERBOARD (IFNOT ALEADY PRESENT), THEN FURTHER FINSHED WITH WHITE PAINT'SEMI-GLOSS' UNLESS OTHERWISE STATED TO INTERIORSRECCOMMENDATIONS OR COLOUR SCHEME.

EXISTING MASONRY WALL JOINTS TO BE MADE GOOD WHEREREMOVALS SPECIFIED- WITH PLASTERBOARD APPLICATIONOVER FIXED DIRECTLY TO INTERIOR MASONRY BRICKWORKFACE.

EXISTING PERSONEL ACCESS TO CLASSROOM AND STORAGE TO BESINGLE LEAF MASONRY FILLED WITH WHITE PAINT FINISH TOEXTERIOR TO MATCH EXISTING - WITH INTERIOR SPACING (OFCAVITY AND INTERIOR LEAF) TO BE JOINERY FILLED AS PERINTERIOR RECCOMMENDATIONS TO FOLLOW DESIGN INTENT.FUNCTION FOR EITHER 'ADMINISTRATION SHELVING, OR BOOKDISPLAY'.

EXISTING MASONRY DIVISION WALL TO BE TRIMMED AS SHOWN TOALLOW FOR PROPOSED NEW BI-FOLD OPENING INSTALLATION.REFER TO DOOR AND WINDOW SCHEDULE FOR FURTHERINFORMATION AND SPECIFIED DOOR SELECTIONS. TO PERIMETEROF MASONRY WALL END AS SHOWN, 92mm TIMBER STUD FRAMINGIS TO BE CONSTRUCTED IN FORM TO CREATE BOARDER TOLIBRARY ENTRANCE - REFER RELEVANT INTERIOR ELEVATIONS.

200 110 200

TIM

BE

R S

TU

D F

RA

ME

BO

AR

DE

R A

BV

.

A102

3

2

CEILING TO BE MAINTAINED UNLESS OTHERWISE SPECIFIED IN DUE COURSE.REGIONS OF PROPOSE WALL REMOVAL TO BE CEILING INSERT FILLED TO MATCH.

EXISTING FULLHT. WALL

PROPOSED EXTERIOR LANDSCAPE STRATEGY ASPER RELEVANT DOCUMENTATION PROVIDED.

300

EX

. O

VE

RA

LL IN

TE

RN

AL

8100

300

300

PROP. LIBRARY INTERNAL

11840 110

510

950

700

PR

OP

OS

ED

BIF

OL

D W

IDT

H

4800

700

950

REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FORPROPOSED BEAM ALLOCATIONS ABV. AND PROPOSED WALLREMOVAL TECHNIQUES.

92

516

92

108 92

300 11640 510

D 01

A104

4

2

PROPOSED PLANTERS TO GABION WALL RETAINED REGIONS -PLANT SELECTIONS AS PER COUNCIL VEGETATION PALLETTE.

PROPOSED JARRAH RAIL CAPPING TO GABION WALL -AS SHOWN, TO MATCH MAINSTREET VISION.

D 01

620

PR

OP

. B

I-F

OLD

2380

EX

. C

EIL

ING

HT

.

3000

EXISTING MASONRY BRICKWALL TO BE TRIMMED WHERE NECCESSARY TO ALLOW FORPROPOSED BI-FOLD OPENING. ALLOCATION AND INSTALLATION OF SUPPORT BEAM ABV.AS PER STURCTURAL ENGINEERS SPECIFICATIONS AND DETAILING REQUIREMENTS.

PROPOSED BOXED TIMBER STUD FRAMED BULKHEAD OVR. AS PER STRUCTURALENGINEERS DETAILING REQUIREMENTS. BULKHEAD TO HAVE PLASTERBOARDAPPLICATION THROUGHOUT TO MATCH ENTIREY OF EXISTING/ PROPOSED WALL FACES.

PROPOSED INTERIOR JOINERY AESTHETIC AND FINISHES AS PER INTERIORRECCOMMENDATIONS AND APPLIED DOCUMENTATION.

PLASTERBOARD APPLICAITON THROUGHOUT TO ALL INTERIORS - WITH WHITE PAINTFINISH UNLESS OTHERWISE STATED BY INTERIORS RECCOMMENDATIONS.

950

750

ALL FIXTURES AND FITTINGS AS PERINTERIORS DOCUMENTATION.

PROJECT DETAILS:


SITE ADDRESS:


DWG BY:

BGW


A2 @ 100% (P)


REV:


0437 187 601 m9368 6151 w

PROJECTNUMBER

A102 C

1 : 50

P R O P O S E DL I B R A R Y D E T A I L1

1 : 50

L i b r a r y I n t e r i o rElevation A2

1 : 50

L i b r a r y I n t e r i o rElevation B3

EXISTING MASONRY BRICKWALL TO BE TRIMMED (AS PER DETAIL PLAN)TO ALLOW FOR PROPOSED BI-FOLD INSTALLATION.

PROPOSED 92mm TIMBER STUD FRAMED CONSTRUCTION INFORMATION TO PROVIDE FRAMED LIBRARY AESTHETIC.

PROPOSED BOXED TIMBER STUD FRAMED BULKHEAD TO MATCHFOOTPRINT OF FRAMING BELOW. INSTALLED AS PER STRUCTURALENGIENERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS.

EXISTING CEILING TO BE MADE GOOD - TO BE MAINTAINED FORBUDGET RELATED PURPOSES.

PROPOSED FULL HEIGHT WALL REMOVALS ANDSTRUCTURAL BRACING SPECIFICATIONS AS PERSTRUCTURAL ENGINEERS DOCUMENTATION.

ALL ADDITIONAL BRACING AND STRUCTURAL MODIFICATIONS AS PER ENGINEERSREQUIREMENTS.

A1041 3

4

2


PROPOSED LIBRARY/INTERPRETIVE STORAGE

PROPOSEDCAFE COUNTER PR

OPO

SED

CAFE SER

VERY

BEVERAGEFRIDGE

DISPLAYCAB.

DISPLAYCAB.

PROPOSED PATRONS INTERPRETIVE/LIBRARY COMMON ROOMALLOCATED EXISTING AREA 70m²

CARPETF.F R.L 10.00

VINYLF.F R.L 10.00

D 01

D 02

D 03

D 04

D 05

VINYLF.F R.L 10.00

TILEDF.F R.L 10.02

TILEDF.F R.L 10.02

EX. CONCF.F R.L 10.00

LINE O

F VINYL FLO

OR FIN

ISH VAR

IATIO

N

PR

OP

OS

ED

FLO

OR

F

INIS

H B

OU

ND

AR

Y

EX

IST

ING

MA

SO

NR

YF

OO

TP

RIN

T (

TO

BE

RE

MO

VE

D)

PROPOSED NEW SEMI-AUTOMATIC SLIDERS TO BE INSTALLED WITHIN EXISTINGOPENING IN MASONRY BRICKWORK WALL. REFER TO DOOR AND WINDOW SCHEDULEFOR FURTHER INFORMATION INR EGARDS TO PRODUCT SELECTION, OPENINGSSTYLES, AND HEIGHT VARIATIONS.

PROPOSED EXTERIOR LANDSCAPE STRATEGY AS PER RELEVANTDOCUMENTATION PROVIDED.

ALL EXISTING INTERIORS TO HAVE PROPOSED NEW PLASTERBOARD/ HWPAPPLICATION THROUGH TO CEILING LEVEL (inc. EXISTING). PROPOSED GYPSUMAPPLICATION TO HAVE WHITE PAINT FINISH THROUGHOUT - UNLESS OTHERWISERECCOMMENDED BY INTERIORS.

500

EXISTING MASONRY BRICKWALLS IN PLACE SHOWN DOTTED TO BEREMOVED. REFER TO DEMOLITION PLAN FOR FURTHER INFORMATION.

EXISTING OPENINGS INTO COMMERICAL KITCHEN TO BE TIMBER STUDFRAMED FILLED TO FIT (92mm) WITH GYPSUM APPLICATION(WATERPROOFED BLUEBOARD WHERE REQUIRED). WHITE PAINT FINISHUNLESS OTHERWISE RECCOMMENDED BY INTERIORS DOCUMENTATION.

ALL EXISTING INTERIOR WALLS TO BE PLASTERBOARD/ OR THE LIKE (HWP)FACED WITH PROPOSED WHITE (SEMI-GLOSS) PAINT FINISH UNLESSOTHERWISE STATED THROUGH INTERIORS RECCOMMENDATIONS.

ALL EXISTING OPENINGS THROUGHOUT STRUCTURE TO BE MAINTAINED AS PER CURRENT - UNLESSOTHERWISE STATED WITHIN DEMOLITION PLAN. ALL EXISTING OPENIGNS TO BE PRESSURE CLEANEDWITH NEW SEALING APPLICATIONS WHERE NECCESSARY (SILICONE TO AGED PANELS AND GLASS PANE).

PROPOSED VINYL FLOOR FINISH TO BE SUBJECTED TO VARIATION BETWEEN'CAFE AND PATRONS INTERIORS'. VINYL SELECTION AS PER INTERIORSRECCOMMENDATIONS IN SYNC WITH COMMON PROJECT AESTHETIC PALETTE.

EXISTING PERSONEL ACCESS TO INTERIORS TO BE SINGLE LEAF MASONRY FILLED WITH WHITE PAINTFINISH TO EXTERIOR TO MATCH EXISTING - WITH INTERIOR SPACING (OF CAVITY AND INTERIOR LEAF) TOBE JOINERY FILLED AS PER INTERIOR RECCOMMENDATIONS TO FOLLOW DESIGN INTENT. FUNCTION FOREITHER 'BOOK DISPLAY OR SHELVING'.

VINYLF.F R.L 10.00

CARPETF.F R.L 10.00

PROPOSED 'CUSTOM' CAFE COUNTER TOP AS PER INTERIORSRECCOMMENDATIONS WITH PROPOSED BENCH HEIGHT OF 950mm A.F.L., WITHRAISE BENCH PORTIONS LOCATED ABV. DISPLAY CABINETS TO BE OF 1200mmBENCH HEIGHT. REFER TO INTERIOR ELEVATIONS FOR FURTHER INFORMATION.

PROPOSED BOXED TIMBER 92mm STUD FRAMED CONSTRUCTION WHERESHOWN, TIMBER STUD FRAMING TO ENCLOSE EXISTING MASONRY WALL ANDPROPOSED STRUCTURAL BEAM ALLOCATIONS ABV.




TIM

BE

R S

TU

D F

RA

ME

BO

AR

DE

R A

BV

.

EXISTING MASONRY (NON-FULL HEIGHT) WALL TO HAVE OPENING ADDED AS SHOWN FOR THE ALLOCATIONOF BEVERAGE FRIDGE/S TO BE INSTALLED WITHIN FOR CAFE SERVICES. REFER TO STRUCTURALENGINEERS DOCUMENTATION FOR REQUIRED LINTEL SIZING AND INSTALLATION METHODS. REFER TODESIGNATED INTERIOR ELEVATIONS FOR FURTHER INFORMATION.

PROPOSED 92mm TIMBER STUD FRAMING TO BE INSTALLED IN SUPPORT OF BULKHEAD OVER (TO MATCHLIBRARY). REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FOR INSTALLATION REQUIREMENTS.

PROPOSED WHITE PAINT FINISH TO ALL EXISTING COLUMNS, EXPOSED RAFTERS, GUTTERS ANDFASCIAS THROUGHOUT TO PROVIDE CONSISTANT 'PURIST WHITE' AESTHETIC. WHITE PAINT FINISH TOBE EXTERIOR inc. PRIMER WITH SEMI-GLOSS FINISH.

EXISTING KITCHEN STORAGE DOOR TO BE TIMBER FRAME FILLED, WITH PLASTERBOARD APPLICATION TOCOMMON ROOMS, AND BLUEBOARD (WATERPROOF GYPSUM) INSTALLED TO PROPOSED KITCHENINTERIORS. REFER TO DEMOLITION PLAN FOR FURTHER INFORMATION (A108)..

UNDER-BENCH ARTS AND SURFACE AESTHETICS AS PERINTERIORS RECCOMMENDATIONS AND DOCUMENTATION.

REFER TO KITCHEN DETAIL PLANFOR FURTHER INFORMATION

EXISTING SITE 'CURRENT METER' BOX TO BE MAINTAINED UNLESS STATED OTHERWISE.

A106

2

5

4

3

PROJECT DETAILS:


SITE ADDRESS:


DWG BY:

BGW


A2 @ 100% (P)


REV:


0437 187 601 m9368 6151 w

PROJECTNUMBER

A103 C

1 : 50

P R O P O S E DC O M M O N D E T A I L1

REFER TO DOOR AND WINDOWSCHEDULE FOR PROPOSEDOPENING INFORMATION.

FACE BRICKWORK TO ALLGENERAL STORE.

PLASTERBOARD APPLICATION TOPROPOSED 92mm TIMBER STUDFRAMING.

D 01

EXISTING CEILING TO BE MADE GOOD WITH WALL REMOVALS TO MATCH.

D 02 D 03

PROPOSED D02, D03, D04 TO BE CUSTOM OPENIGNS TO MATCH EXISTING WINDOW HT.THROUGHOUT AS SHOWN. TO BE ACHIEVED WITH THE ADDITION OF PROPOSED SEPERATEOPENINGS SITUATED ABV. WITHIN FRAME. REFER TO DOOR AND WINDOW SCHEDULE FORFURTHER INFORMATION (A119).

EXISTING FULL HEIGHT MASONRY BRICK WALL TO BE MAINTAINED - THOUGH SUBJECTED TOPROPOSED NEW WALL OPENINGS TO ALLOW FOR GREATER PATRONS ACCESS. REFER TOSTRUCTURAL ENGINEERS DOCUMENTATION FOR FURTHER INFORMATION.

EXISTING FLOOR FINSHES TO BE CHANGED THROUGHOUT- REFER TO INTERIORSRECCOMMENDATIONS

EXISTING MASONRY WALL TO BE TRIMMED (AS PER ADJOINING SIDE) WITH THEINSTALLATION OF A TIMBER FRAMED BULKEAD RAIL TO TOP AS PER RELEVANTENGINEERS DETAILING.

ALL PROPOSED OPENING CONVERSIONS TO MATCH IDENTICAL SIZING OF EXISTING MASONRYOPENING - REFER TO DOOR AND WINDOW SCHEDULE FOR FURTHER INFORMATION.

2800

200 70 1210 1390 2430 1120 2410 1200 2410 310 200 110

2800

D 03

PROPOSED TIMBER FRAMED DROPPED BULKHEAD FIXED TO EXISTING MASONRY WALLWITHIN (AS PER ALTERNATIVE DETAILING). TIMBER FRAME BULKHEAD TO BECONSTRUCTURED TO STRUCTURAL ENGINEERS FIXING REQUIREMENTS.

EXISTING MASONRY WALL TO HAVE OPENING/S TRIMMED WITHIN AS SHOWN - REFER TO STRUCTURALDOCUMENTATION FOR LINTEL SIZING AND INSERTION DETAILS.

PROPOSED TIMBER FRAMED JOINERY AS TO INTERIORSFINISHES AND INSTRUCTIONS. PROPOSED CAFE COUNTERTO BE SUBJECTED TO HEIGHT VARIATIONS - AS SHOWN.

PROPOSED CENTRAL TIERED PEIR TO BE MAINTAINED ANDBOXED WITH TIMBER STUD FRAMED CONSTRUCTION ASPER RELEVANT DETAIL PLAN (A103).

COMMON BENCHHT.

RAISED BENCH HT.

950

1200

PROPOSED DISPLAYCAB. BELOW.

PR

OP

. B

ULK

HE

AD

HT

.

2400

600

3000

D 04 D 01

PROPOSED DISPLAY CABINETS AS SHOWN - WITH RAISED JOINERY BENCH OVERTO INTERIORS AESTHETIC SPECIFICATIONS. ALLOCATION OF CUBED SPACEBELOW 1050w x 1150h FOR GENERIC SMALL DISPLAY CABINET PLACEMENT.

ALL PROPOED DUAL PIECE OPENINGS AS PER DOOR AND WINDOWSCHEDULE. ALL PROPOSED OPENINGS TO BE INSERTED WITHINEXISTING MASONRY OPENINGS FOOTPRINT.

D 03

CE

ILIN

G H

T.

3000

EXISTING CEILING HEGHT TO BE MAINTAINED AS PER CURRENT - DUETO BUDGET ALLOWANCE NO FURTHER MODIFICATIONS TO BE MADE -EXCLUDING BULKHEAD CONSTRUCTIONS OR CEILING FILLING INPLACES OF WALL REMOVALS AS PER DEMOLITION PLAN.

PROPOSED BOXED TIMBER FRAMED BULKHEAD (AS PER REFLECTEDCEILING PLAN [A107]) TO BE INSTALLED AGAINST EXISING MASONRYWALL ABOVE - WHICH IS TO BE MODIFIED TO SUIT PROPOSEDPATRONS INTERIOR ACCESS.

PROPOSED BULKHEAD BEYOND - REFER TO REFLECTED CEILING PLANFOR FURTHER INFORMATION.

ALL PROPOSED JOINERY AND INTERIORS AESTHETICS AS PERINTERIORS RECCOMMENDATIONS AND SPECIFICATIONS

510

200110200

510

200110200

600

2400

PROJECT DETAILS:


SITE ADDRESS:


DWG BY:

BGW


A2 @ 100% (P)


REV:


0437 187 601 m9368 6151 w

PROJECTNUMBER

1 : 50

C o m m o n I n t e r i o rElevation A1

1 : 50

C o m m o n I n t e r i o rElevation B2

1 : 50

C o m m o n I n t e r i o rElevation C3

1 : 50

C o m m o n I n t e r i o rElevation D4

A104 C

PROPOSED ROOF FRAMING AND UPPER STRUCTURAL AMMENDMENTS (BRACING) ASPER STRUCTURAL ENGINEERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS.

ALL EXISTING MASONRY FACEBRICK SURFACES TO INTERIOR TO BE RE-FACED WITHPLASTERBOARD/ HWP WITH WHITE PAINT FINISH - UNLESS OTHERWISE STATED BY INTERIORSDOCUMENTATION/ RECCOMMENDATION.

REFER TO DOOR AND WINDOW SCHEDULE FOR FURTHER SPECIFICATION INFORMATION.

ALL PROPOSED TIMBER STUD FRAMED CONSTRUCTIONS, OR BULKHEADS OF THELIKE TO BE FACED WITH PLASTERBOARD APPLICATIONS WITH WHITE PAINT FINISHTHROUGHOUT - UNLESS OTHERWISE INDICATED BY INTERIORS.

ALL INTERIORS TO BE SUBJECTED TO PLASTERBOARD/ HWP WALL FINISH - WITH WHITE PAINTAPPLICATION UNLESS OTHERWISE RECCOMMENDED BY INTERIORS

EXISTING ROOF STRUCTURE TO BE MAINTAINED AS PER CURRENT - WITH REQUIREDBRACING AND STRUCTURAL MODIFICAATIONS AS PER STRUCTURAL ENGINEERS DETAILINGREQUIREMENTS.

EXISTING CEILING TO BE MAINTAINED - REPLACED/ REPAIRED TO GOOD WHERE NECCESSARY.

PROPOSED INTERPRETIVE SPACEALLOCATED EXISTING AREA 100m²


VINYL

F.F R.L 10.00

CARPET

F.F R.L 10.00

EXISTING OPENINGS WHERE SHOWN TO BE TIMBER STUD FRAME FILLED (92mm),WITH THE INSTALLATION OF GYPSCOUM PLASTERBOARD TO THE INTERPRETIVEINTERIORS, AND BLUEBOARD - OR THE WEATHERPROOFING LIKE TO BE INSTALLEDOT KITCHEN INTERIORS. WHITE PAINTED FINISH THROUGHOUT - UNLESS OTHERWISESTATED UNDER INTERIORS RECCOMMENDATIONS.

PROPOSED CARPET FLOOR FINISH APPLICATION THROUGHOUT TO INTERIORSRECCOMMENDATIONS - UNLESS OTHERWISE STATED. PROPOSED CARPET, IN LIKEWITH ALL INTERNAL FINISHINGS TO BE ISNTALLED AS PER MANUFACTUERSSPECIFICATIONS AND INSTALLATION REQUIREMENTS.

ALL EXTERIORS TO EXISTING STRUCTURE TO BE MAINTAINED AS WHITE PAINTEDFACE BRICK - WITH NIL PROPOSED NEW PAINT APPLICATION DUE TO BUDGETRELATED PURPOSES.THOUGH, EXISTING WHITE PAINTED MASONRY FACE-BRICKTO BE PRESSURE CLEANED AND MADE GOOD TO DESIGNERS SATISFACTION.

ALL EXISTING OPENINGS TO BE MAINTAINED UNLESS OTHERWISE STATED FORREMOVAL, OR THE LIKE. ALL EXISTING OPENINGS TO BE CLEANED AND RE-SEALEDWHERE NECCESSARY WITH NEW SILICONE FOR INFILTRATION PURPOSES.

ALL PROPOSED INTERIORS TO BE RE SURFACED WITH PROPOSED NEWPLASTERBOARD (GYPSUM WALL BOARD) THROUGHOUT OR THE LIKE (HARDWALL PLASTER). FINAL AESTHETICS TO BE SUBJCETED TO WHITE PAINTFINISH THROUGHOUT ALL WALL AND PROPOSED BULKEHAD SURFACES -UNLESS OTHERWISE STATED UNDER INTERIORS RECCOMMENDATIONS.

REFER TO CAFE DETAIL PLANNING AND KITCHEN INTERIOR ELEVATIONS - FOR

FURTHER DETAILED INFORMATION.

PROPOSED NEW SIMPLE 'SOLID CORE' TIMBER FRAMED DOORS TO BEINSTALLED WITHIN EXISTING MASONRY BRICKWALL - AS PER DEMOLITIONSTRATEGY. DOOR TO BE SUBJECED TO WHITE PAINT FINISH TO MATCH -INSTALLED AS PER STRUCTURAL ENGINEERS RETROSPECTIVE INSTALLATIONINSTRUCTIONS.

ALL PROPOSED INTERPRETIVE INTERIORS ANDAESTHETIC FORMATIONS AS PER INTERIORSSPECIFICATIONS AND RECCOMMENDATIONS.

300 8100 300

8700

CO

S

639

2410

1436

2410

CO

S

2506

5062399 2152

D 05

13366

9300

950

1450

1350

1452

950

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PROJECTNUMBER

A105 B

1 : 50

P R O P O S E DI N T E R P. D E T A I L1

EXISTING PERSONEL ACCESS TO CLASSROOM TO BE SINGLE LEAF MASONRYFILLED WITH WHITE PAINT FINISH TO EXTERIOR TO MATCH EXISTING - WITHINTERIOR SPACING (OF CAVITY AND INTERIOR LEAF) TO BE JOINERY FILLED ASPER INTERIOR RECCOMMENDATIONS TO FOLLOW DESIGN INTENT. FUNCTIONFOR EITHER 'ADMINISTRATION SHELVING, OR BOOK DISPLAY'.

EXTERIOR ORIENTATED SURROUNDINGS TO BE MAINTAINED

AS PER CURRENT DUE TO BUDGET ALLOWANCE - UNLESS

OTHERWISE STATED THROUGH LANDSCAPE STRATEGY

DETAIL PLAN.

A106

2

5

4

3

D 05

D 03

PROPOSED LIBRARY/INTERPRETIVE STORAGE

PROPOSEDCAFE COUNTER

PROPO

SED

CAFE SER

VERY

D 05

VINYLF.F R.L 10.00

TILEDF.F R.L 10.02

TILEDF.F R.L 10.02

EX. CONCF.F R.L 10.00

EX

IST

ING

MA

SO

NR

YF

OO

TP

RIN

T (

TO

BE

RE

MO

VE

D)

VINYLF.F R.L 10.00

CARPETF.F R.L 10.00




TIM

BE

R S

TU

D F

RA

ME

BO

AR

DE

R A

BV

.

2

3

6

7

5

1

LOOSE STORE(BELOW)

LOOSE STORE(SHELVED)

COLDSTORE

FREEZESTORE

46

8 8

PROPOSED TILED FLOOR FINISH TO CAFE COUNTER ANDKITCHEN AREAS, TILED SELECTION AS PER INTEIRORSRECCOMMENDATIONS - INSTALLED TO MANUFACTERSREQUIREMENTS.

EXISTING KITCHEN DOOR TO BE REMOVED AND'OVERSIZED TO 920mm WIDE FROM EXISTING 820WIDE FOR THE ALLOWANCE OF ADDITIONAL ROOMFOR KITCHEN EQUIPMENT. MASONRY TRIMMEDWHERE SHOWN.

EXISTING ALUM. SERVERY OPENING TO BE MAINTAINEDAS PER CURRENT - DUE TO BUDGET CONSTRAINTES.SPECIFIED OPENING FOR MEAL TRANSFERS TOEXTERIOR.

REFER TO REFLECTED CEILING PLAN OVER FORPROPOSED BULKHEAD AND LIGHTING INFORMATION.

ALL PROPOSED COMMERCIAL KITCHENBENCHES TO BE OF 'ECONOMICALSTANDARD' TO INTERIORS DETAILING ANDRECCOMMENDATIONS FOR CONSTURCTIONS.

PROPOSED NEW TIMBER STUD FRAMED WALLSTO INTERIOR OF COMMERCIAL KITCHEN AS 'MEALPREP TO STORAGE DIVISION'. PROPOSED TIMBERFRAMED CONSTRUCTION TO BE BROUGHT UP TOUNDERSIDE OF EXISTING CEILING AND FACEDWITH BLUEBOARD APPLICATION FROM 1300mm UPWITH WHITE PAINT FINISH. PROPOSED TILEDFINISH TO ALL KITCHEN FACADES FROM 0-1300mmA.G.L TO INTERIORS RECCOMMENDATIONS.

110 1793 92 1375 92 1600

OVERALL EXISTING

4952

4646

1560

1046 600

600

EXISTING MASONRY WALL TO BE 'ALTERED' WITH HOLECUT THROUGH CENTRE AS SHOWN FOR PATRONSINTERIOR ACCESS. REFER TO STRUCTURAL ENGIEERSDOCUMENTATION FOR LINTEL INSTALLATIONREQUIREMENTS.

1100

1000

1100

218

PROPOSED RANGE-HOOD OVER 'IF DEEMEDNECCESSARY' - TO BE FIXED TO EXISTINGMASONRY BRICK WALL AND FLUTED UP THROUGHTO ROOF LEVEL ABOVE.

TIL

ED

1300

PA

INT

ON

GY

PS

UM

1680

PROPOSED TIMBER FRAMED CONSTURCTION BEYOND TO 3000mm C.L ASPER STRUCTURAL ENGIENERS SPECIFICATIONS. FACED WITH BLUEBOARD,WHITE PAINT AND TIELD FINISH AS SHOWN TO MANUFACTUERSREQUIREMENTS.

PA

INT

ON

GY

PS

UM

1680

TIL

ED

1300

BA

RR

IER

1800

PROPOSED CORNICES 'NEW' CORNICES THROUGHOUT TOMATCH PROPOSAL AS PER INTERIORS SPECIFICATIONS TOMEET AESTHETIC ENVIRONMENT.

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PROJECTNUMBER

A106 C

1 : 50

P R O P O S E DC A F E D E T A I L1

1 : 50

K i t c h e n I n t e r i o rElevation A2

1 : 50

K i t c h e n I n t e r i o rElevation B3

1 : 50

K i t c h e n I n t e r i o rElevation C4

1 : 50

K i t c h e n I n t e r i o rElevation D5

1

PROPOSED KITCHEN CONTENTS SCHEDULEALL PROPOSED KITCHEN EQUIPMENT SPECIFIED FROM CATERALLEQUIPMENT HIRE, ON THE BASIS ON PERMANENT OR SHORT TERM HIRES.

ITEM 228: GRILL PLATE (5 BURNER)

2 ITEM 245/150: RANGE (6 BURNER) w/ OVEN

3 ITEM 112: CHARGRILL 900

4 ITEM 116: COMPRESSION TOASTER (DOUBLE BED)

5 ITEM 102: BENCH FRYER (DOUBLE BASKET)

6 ITEM 132: DISPLAY FRIDGE (DOUBLE DOOR)

7 ITEM 133: CHEST FREEZER (700 LITRE)

8 ITEM 138: CURVED GLASS CAKE FRIDGE

ALL PROPOSED KITCHEN ITEMS AS SPECIFIEDWITHIN 'PROPOSED KITCHEN CONTENTS SCHEDULE'.

PROPOSED 'EXPOSED' JOINERY TO FRONT COUNTERTO BE OF HIGHER VISUAL AESTHETICS - WITH TENXTERAND COLOUR SCHEME TO MATCH TO MATCHINTERIORS THROUGHOUT. AS PER INTERIORSRECCOMMENDATIONS.

http://www.caterall.com.au/uploaded/files/client_added/Caterall_Catalogue.pdf

FULL HEIGHT BLUEBOARD APPLICATION TO ALLOCATED STORE ROOM.

ALL PROPOSED KITCHEN INTERIORS TO LOW DETAIL - REFER TO INTERIORSDOCUMENTATION AND RECCOMMENDATIONS FOR FURTHER CONSTURCTION BASEDINFORMATION. CONSTRUCTION AND DESIGN BREIF TO BE 'ECONOMICAL' KITCHENFITOUT WITH PACTICALITY THROUGHOUT FINISHES TO FOLLOW SUIT WITH DESIGNAESTHETICS.

PROPOSED TIERED SHELVING TO ALLOCATED STORAGE AND ENTRANCE TOFOLLOW SUIT TO KITCHEN INTERIORS AESTHETIC SCHEME AS PER INTERIORRECCOMMENDATIONS AND DOCUMENTATION.

PROPOSED TILED APPLICATIONS AS PER INTERIORSRECCOMMENDATIONS - UNLESS OTHERWISE SPECIFIED.

ALL PROPOSED KITCHEN INTERIORS TO LOW DETAIL - REFER TOINTERIORS DOCUMENTATION AND RECCOMMENDATIONS FOR FURTHERCONSTURCTION BASED INFORMATION. CONSTRUCTION AND DESIGNBREIF TO BE 'ECONOMICAL' KITCHEN FITOUT WITH PACTICALITYTHROUGHOUT FINISHES TO FOLLOW SUIT WITH DESIGN AESTHETICS.

ALL EXISTING OPENINGS THROUGHOUT STRUCTURE TO BEMAINTAINED AS PER CURRENT, WITH THOROUGH CLEANINGAND RE-SEALING TO JOINTS WHERE NECCESSARY.

EXISTING 820mm WIDE PERSONELL ENTRANCE TO BE OVER-SIZED TOPROPOSED 920mm OPENING TO ALLOW FOR ENHANCED KITCHENEQUIPMENT TO BE ADDED TO KITCHEN - AS PRESCRIBED.

PROPOSED 2400mm A.F.LBULKHEAD/ DROPPED CEILING OVER

510

200 110 200 200 110 200

510

350

350

1220

350

110

760

92

PROPOSED 2200mm A.F.LBULKHEAD/ DROPPED CEILING OVER

MAINTAINED AS EXISTING

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0437 187 601 m9368 6151 w

PROJECTNUMBER

A107 B

1 : 100

P R O P O S E DR E F L E C T E D C . L1

PROPOSED 2400mm A.F.L BULKHEAD TO FOLLOW PERIMETER OFENTRANCE - AS PER ATTACHED DETAILING.

EXISTING MASONRY WALL TO BE MAINTAINED ABV. DOOR HEIGHTFOR STRUCTURAL STABILITY OF STRUCTURE AND BULKHEAD.

PROPOSED 2200mm A.F.L BULKHEAD TO FOLLOW PERIMETER OFENTRANCE - AS PER ATTACHED DETAILING.

REMAINDER OF EXISTING STRUCTURE CEILING TO BE MAINTAINED ASPER CURRENT - WITH THE EXCEPTION OF REFITTING AND MAKINGGOOD WHERE NECCESSARY FROM PROPOSED WALL REMOVALS TOMATCH. - AS PER DEMILITION PLAN

PROPOSED RANGE-HOOD OVER 'IF DEEMED NECCESSARY' - TO BE FIXED TOEXISTING MASONRY BRICK WALL AND FLUTED UP THROUGH TO ROOF LEVEL ABOVE.

EXISTING WALL PART/ FULL DEMOLITION (inc. attached openings)

EXISTING OPENING REMOVAL/ ALTERATION

PROPOSED WALL ADDITION (inc. attached openings)

PROPOSED OPENING ADDITION TO EXISTING

PROPOSED ADDITIONAL MASONRY BRICKWORKCONSTRUCTION TO FORM PIER FOR ADDITIONALSTRUCTURAL INTEGRITY - AS PER STRUCTURALENGINEERS SPECIFICATIONS AND DETAILINGREQUIREMENTS.

PROPOSED MASONRY BRICK WALLCONSTRUCTION - AS TO STRUCTURALENGINEERS SPECIFICATIONS ANDDETAILING REQUIREMENTS.

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PROJECTNUMBER

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P R O P O S E DD E M O L I T I O N P L A N1

A108 B

EXISTING SINGLE LEAF (PAINTED FACEBRICK FINISH) TO BE DEMOLISHED ASPER STRUCTURAL ENGINEERSSPECIFICATIONS.

EXISTING SINGLE LEAF MASONRYBRICKWORK TO BE ALTERED TOALLOW FOR 6000m OVERSIZEBIFOLDING DOOR TO LIBRARYENTRANCE.

PROPOSED ADDITION OFMASONRY BRICKWORK PIERS TOEXISTING WALL-END FORSTRUCTURAL REINFORCEMENT.

EXISTING OPENING (WINDOW) TO BESWITCHED WITH PROPOSED SLIDER AND'HIGHLINE WINDOW AB.V' DUE TO EXISTINGWINDOW OVERSIZE HEIGHT (2800mm A.F.L).

EXISTING PERSONEL ACCESS TO BE REMOVEDAND MASONRY BRICKWORK FILLED TO THEEXTERNAL LEAF. INTERNAL LEAF TO BE JOINERYFILLED AS PER INTERIOR DETAILING.

EXISTING OPENINGS WITHIN INTERIOR WALLS TO BETIMBER STUD FRAME FILLED TO MATCH PROPOSEDPLASTERBOARD FINISH THROUGHOUT.

ADDITION OF PROPOSEDOPENINGS TO EXISTINGMASONRY SINGLE LEAFWALL.

EXISTING OPENING TO BE SWITCHEDWITH PROPOSED SLIDER AND 'HIGHLINEWINDOW AB.V' DUE TO EXISTINGWINDOW OVERSIZE HEIGHT (2800mmA.F.L).

EXISTING WALL REMOVALTO ALLOW FOR 'OPEN-PLAN'.

A108A108

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PROJECTNUMBER

A109 B

1 : 100

P R O P O S E DE L E C T R I C A L P L A N1

P R E L I M I N A R Y I S S U E (TBC)

INTERIORS REMOVED FOR CLARITY

ALL PROPOSED EXTERIOR RETAINERS / NIB WALL TO BE CONSTRUCTED WITH '300mmGABION WALL CONSTRUCTION' TO FOLLOW SUIT WITH PROPOSED SHIRE OFBODDINGTON MATERIAL TEMPLATE. GABION WALL 'ROCKS' TO BE FROM BODDINGTONPOINT OF ORIGIN, POSSIBLY DELIVERED FROM ASSOCIATED MINE - REFER TOSTRUCTURAL ENGINEERS SPECIFICATIONS AND DETAILING REQUIREMENTS FORFURTHER CONSTRUCTION BASED INFORMATION A (INCLUDING APPLICABLE ROCK SIZES).

PROPOSED PATRONS EXTERIOR DECKINGSTRUCTURE, WITH TREATED PINE SUB-FLOOR FRAMING AS PER DECKINGSTRUCTURAL PLAN - TO STRUCTURALENGINEERS SPECIFICATIONS ANDINSTALLATION REQUIREMENTS. DECKINGFINISH TO BE 75-100mm JARRAH RAILS WITHNATURAL STAIN THROUGHOUT TOMANUFACTUERS INSTRUCTIONS..

PROPOSED DECKING STRUCTURE REQUIRES NIL BALUSTRADESTHROUGHOUT DUE TO NO FALLS GREATER THAN 500mm A.G.LDUE TO PLANTER PLACEMENT AND ENGAGEMENT. REFERLANSCAPE SECTIONS FOR FURTHER INFORMATION.

PROPOSED TIMBER DECKING TO BE BUILT FLUSHTO PROPOSED GABION WALLS THROUGHOUT.

PATRONS EXTERIOR DECK 'AOVERALL AREA :110m² (inc. side access)

PATRONS EXTERIOR DECK 'BOVERALL AREA :60m²

FACES OF ALL DECKING ENDS TO BE ENCLOSED WITH JARRAHRAILS TO MATCH - AS PER STRUCTURAL ENGINEERS DETAILING.

ALL PROPOSED RISERS/ STEPS TO BE TIMBER FRAMED - WITHEXPOSED FINISHES TO MATCH PATRONS EXTERIOR DECK.TO BE CONSTRUCTED AS PER RELEVANT AS 1684.1 STANDARDS.

PROPOSED RETAINED GABION WALLEDPLANTERS WITHIN.

PIT

CH

LIN

E

PIT

CH

LIN

E

PROPOSED NEW 150x150mm TREATED PINEWITH WHITE PAINT FINISH COLUMNS TO ASFOUNDATION ELEMENTS TO PROPOSED NEWFIXED SHADE STRUCTURE.

PATRONS EXTERIOR DECK 'COVERALL AREA :24m²




T.O.WR.L 9.60

T.O.WR.L 9.60

T.O.WR.L 10.11


T.O.WR.L 10.11

T.O.WR.L 10.11

EXISTING SLAB/PROPOSED PAVINGR.L 9.92

1

A113

1

A112

1

A111

REFER TO PATRONS EXTERIORDETAIL PLAN FOR FURTHER

INFORMATION (A111)

REFER TO PARKING DETAILPLAN FOR FURTHERINFORMATION (A113)


EX

IST

ING

SE

RIV

CE

VE

HIC

LE

AC

CE

SS

EXISTING BITUMENR.L 9.92

KERB TO MAIN ROADSSPECIFICATIONS


2

A112

REFER TO PATRONS EXTERIORDETAIL PLAN FOR FURTHER

INFORMATION (A112)

1800

PEDESTRIANCROSSING

EXISTING SLAB/PROPOSED PAVINGR.L 9.92

EXISTING PAVINGR.L 9.92


LIN

E OF E

XISTIN

G

BITU

MEN

LINE O

F EXISTING

BITUM

EN

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PROJECTNUMBER

A110 C

1 : 100

P R O P O S E DL A N D S C A P E P L A N1

EXISTING FACADES OF STRUCTURE TO BE MAINTAINED AS PER CURRENT - DUE MINIMALBUDGET PRESSURE CLEANING OF EXISTING WHITE PAINTED MASONRY TO BERECCOMMENDED, WITH THE INSTALLATION OF VARIOUS 'CREEPER' WALLS WHERE STATEDWITHIN GREEN-SCAPE LANDSCAPE STRATEGY.

EXISTING GUTTERS, FASCIAS, AND EXPOSED SHS COLUMNS (AS INDICATED) TO BE RE-SURFACED WITH PROPOSED NEW WHITE PAINT FINISH (EXTERIOR - SEMI GLOSS). WITHADDITION OF WHITE PAINT APPLICATION TO ANT EXPOSED RAFTER TRIMMING MEMBERSTHROUGHOUT VERANDAH WHERE VISIBLE.

PROPOSED PAVING TO ENTRANCE TO MATCH SHIREOF BODDINGTON COMMON MASONRY BRICK PAVINGTEMPLATE. PRIOR CONSTRUCTION - PATTEN ANDBRICK TEMPLATE TO BE APPROVED BY DESIGNER.

PROPOSED PAVING TO ENTRANCE TO MATCH SHIRE OF BODDINGTONCOMMON MASONRY BRICK PAVING TEMPLATE. PRIOR CONSTRUCTION -PATTEN AND BRICK TEMPLATE TO BE APPROVED BY DESIGNER.

PROPOSED NEW TREATED PINE SHADE STRUCTURE WITH WHITE PAINT FINISH TOALL EXPOSED TIMBER FRAME UNDERSIDE ELEMENTS. ROOF SHEETING TO 14dEG.PITCH WITH ZINCULUME ROOF SHETING TO MATCH EXISTING STRUCTURE.REFER TO SHADE STRUCTURE DETAIL PLAN (A115) FOR FURTHER INFORMATION.

PROPOSED LAWN FLOOR FINISH OR GRAVELGENERAL LANDSCAPING TO BE LAID/ MAINTAINED.

VEHICLEPARK (1)

VEHICLEPARK (2)

VEHICLEPARK (3)

VEHICLEPARK (4)

DISABLEDPARK (5)

DISABLEDPARK (6)

EXISTING BITUMEN ON-SITE TO BE MAINTAINED AS PER CURRENT - IN REGIONSOF PROPOSED BITUMENT EXTENSIONS - CONTRACTOR TO ENSURE SUITABLECOLOUR TO MATCH IS ACHIEVED.

ALL PROPOSED LINE MARKING AND DISABLED COMPLIANCE BAYS TO BE COMPLETEDBY ROAD AND TRAFFIC SERVICES PTY LTD (DIRECTOR: GUY BARRETT LENNARD).

EXISTING VEGETATION IN REGIONS DOTTED TO BE REMOVED AND COMPACTEDAS PER MAIN ROADS ROAD INSTALLATION SPECIFICATIONS.

REGIONS OF UN-WANTED BITUMEN TO BE REMOVED AND REPLACED WITHPLANTED VEGETATION TO SUIT AS PER SHIRE OF BODDINGTONSVEGETATION INSTALLATION PALLETTE.

PROPOSED NEW 150mm WIDE CONRETE KERB TO BE INSTALLED TOPERIMETER OF PROPOSED PARKING FACILITY TO MATCH STREETFRONTAGE, REFER TO MAIN ROADS REQUIREMENTS FOR FURTHERINSTALLATION INFORMATION.

1

A116

2

A116

990

2590

3090

300

300

390

300

300

1990

300

300

2490

990

2590

3090

190

2900

950

300300390

300300

2400

302300

COL.

3600

COL

3600

COL

3600

COL

3600

COL.

3600

COL.

3600

1268

1268

2341

2341

2751

2751

1800

300

800

300

1700

CO

S1026

300

800

COS

2012

PATRONS EXTERIOR DECK 'AOVERALL AREA :110m² (inc. side access)

PATRONS EXTERIOR DECK 'BOVERALL AREA :60m²

PATRONS EXTERIOR DECK 'COVERALL AREA :24m²



T.O.WR.L 9.60

T.O.WR.L 10.11


CO

S

1113

580

300 800 300

45.0

0°

45.0

0°

1693

PROPOSED PATRONS EXTERIOR DECKING STRUCTURE, WITH TREATED PINE SUB-FLOOR FRAMING ASPER DECKING STRUCTURAL PLAN - TO STRUCTURAL ENGINEERS SPECIFICATIONS AND INSTALLATIONREQUIREMENTS. DECKING FINISH TO BE 75-100mm JARRAH RAILS WITH NATURAL STAIN THROUGHOUTTO MANUFACTUERS INSTRUCTIONS. ALL DECKING ENDS TO BE TIMBER FACED TO MATCH AS ENCLOSEDSTRUCTURE. REFER TO DETAIL DECKING CONSTRUCTION PLAN FOR PRELIMINARY STRUCTURAL LAYOUT.

PROPOSED DECKING STRUCTURE REQUIRES NIL BALUSTRADESTHROUGHOUT DUE TO NO FALLS GREATER THAN 500mm A.G.L DUE TOPLANTER PLACEMENT AND ENGAGEMENT. REFER LANSCAPESECTIONS FOR FURTHER INFORMATION.

FACES OF ALL DECKING ENDS TO BE ENCLOSED WITH JARRAHRAILS TO MATCH - AS PER STRUCTURAL ENGINEERS DETAILING.

ALL PROPOSED RISERS/ STEPS TO BE TIMBER FRAMED - WITHEXPOSED FINISHES TO MATCH PATRONS EXTERIOR DECK.TO BE CONSTRUCTED AS PER RELEVANT AS 1684.1 STANDARDS.

PROPOSED RETAINED GABION WALLED PLANTERS WITHIN. ALL INTERIORSITUATED VEGETATION WITHIN GATION WALL PLANTERS (TO MATCHMAINSTREET VISIONS) - AS PER SHIRE OF BODDINGTONS VEGETATIONPALLETTE. ALL VEGETATION TO BE PLANTED UNDER APPROVALS.

PROPOSED NEW 150x150mm TREATED PINE COLUMNS WITHWHITE PAINT FINISH (PRIMED WITH AESTHETICS TO MATCHPROPSOED FACADE WHITE PAINTED RENOVATION). ATTACHEDBASE FOUNDATIONS AS PER STRUCTURAL ENGINEERSSPECIFICATIONS AND INSTALLATION REQUIREMENTS.

DESIGN INTENT STATEMENT.

PROPOSED 300mm WIDER GABION WALLED RETAINERS AS PER STRUCTURALENGINEERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS. GABION WALLSTO HOUSE PLANTER BED TO INTERIOR FACES - WITH VEGETATION SELECTION ASPER SHIRE OF BODDINGTONS VEGETATION SELECTIONS PALLETTE TO MATCHMAINSTREET VISION.NOTE. GABION AESTHETICS TO BE MIRROR IMAGE OF

MAINSTREET VISION GABION RETAINING.

EXISTING GROUND LEVEL BEYOND TO BE MAINTAINED AS PER CURRENT - WITH NIL FURTHERMODIFICATIONS. LAWN TO BE MAINTAINED.

THE PROPOSED PATRONS EXTERIOR DECKING ARRANGMENT HAS BEEN DESIGNED ANDDOCUMENTED TO COMPLIMENT THE NATURAL LANDSCAPE GRADIENT WITH THE USE A GRADUALFINISH FLOOR LEVEL DECKING DECLINE WHICH VOIDS THE USE OF BALUSTRADES TO ENABLE ATRANSPERANT NATURAL ENVIRONMENT - WHICH CAN ALSO DOUBLE AS A SHIRE OF BODDINGTONAMPHITHEATRE OR GROUNDS OF COMMON MEETING.IN REGARDS TO THE STAIR ENGAGEMENT, THE COMMON STAIRS TO THE NORTH EASTERN CORNEREMPAHSIS THE ANGLED NATURE OF THE EXISTING STRUCTURE, WITH THE ADDITION OF DIRECTINGITS OCCUPANTS TO ENJOY THE COMMON NATURAL FIELD LOCATED BEFORE BANNISTER RIVER.

COL.

1466 10800EXISTING INTERIORPAD R.L 10.00

DECKING 'A (COS)

13534

DECKING 'B (COS)

16948

DECKING 'C (COS)

18058

45.0

0°

ALL PROPOSED TIMBER FRAMED TREADS AND STRINGERS TO BE OF JARRAHCONSTRUCTION WITH MIRRORED FINISH OR PROPOSED DECKING. ALL PROPOSEDSTRINGERS TO BE DROPPED AS PER ATTACHED ELEVATIONS WITH EXPOSED AESTHETICSTO STAIR CONSTRUCTION (ENCLOSED DECKING ONLY).

DEC

KING 'C

(COS)

8881

DEC

KING 'B (C

OS)

7966

DEC

KING 'A (C

OS)

8058

THRO

UGH TO

CAFE

THROUGH TO VISITOR CENTRE

COL.COL.COL.COL. COL.

COL.

COL.

COL.

DPDP

DP

EXISTING SITE SERVICESBELOW TO BE MAINTAINED.

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A111 C

1 : 50

P R O P O S E DPATRONS EX. DETAIL1

FOR ALL PROPOSED DECKING STRUCTURAL INFORMATION ANDFIXING REQUIREMENTS - REFER TO STRUCTURAL ENGINEERSWORKING DRAWINGS AND SPECIFICATIONS FOR FURTHERINFORMATION.

ALL EXSITING VEGETATION TO BE MAINTAINED UNLESS OTHERWISENOTED DUE TO VEHICLE ACCESS AND EGRESS REQUIREMENTS.

PROPOSED RAISED GABION WALL RETAINER FOR PLANTER BED ALLOCATIONS. TO BECONSTRUCTED AS PER STRUCTURAL ENGINEERS SPECIFICATIONS AND FIXING REQUIREMENTS.

ALTERNATIVE VEGETATION TO SURROUNDINGS OF EXISTING VEGETATION AS PER SHIRE OFBODDINGTONS INSTRUCTIONS - WITH THE DESIGNER RECCOMMENDATION OF GRAVELINSTALLATIONS. LANDSCAPE CONTRACTORS CAN BE PROVIDED WHERE NECCESSARY.

EXISTING EXTERIOR CONCRETE SLAB ON GROUND TO BE MAINTAINED - ACID WASHSTRONGLY RECCOMMENDED IN REMOVING EXISTING PAINTED FINISH FROM SUBSTRATE.

ADDITION 'REDUCED HEIGHT' GABION WALL RETAINER TO BE INSTALLED DUE TOREDUCTION OF GROUND LEVEL (R.L). GABIONS WALL AS PER STRUCTURALENGINEERS INSTURCTIONS. LOCATED ABOVE THIS INDIVIDUAL GABION WALL (ASSHOWN), ADDITIONAL JARRAH RAILS FIXED ABOVE GABION RETAINER AS SEATINGLOCATION - REFER TO MAINSTREET VISION OR SEATING AREA INFRONT OFCOUNCIL OFFICE FOR PRECEDENSE. INTERNAL VEGETATION INSTALLATIONS ASPER SHIRE OF BODDINGTON VEGETATION SELECTION PALLETTE.

EXISTING SERVICES METER TO BE MAINTAINED - VEGETATION TO HIDE PRECENSE.

REDUCED HEIGHT GABION WALL TO BE MAINTAINED (AS PER DISPLAYED R.L'S).

PROPOSED END SITUATED 150x150mmTREATED PINE COLUMNS w/ WHITE PAINTFINISH TO MATCH TO BE INSTALLED WITHINGABION PLANTER ARRANGEMENT. REFER TOSTURCTURAL ENGINEER DOCUMENTATIONFOR FURTHER INSTALLATION INFORMATION -BASE OF COLMNS TO BE WATER PROOFEDAS PER RELEVANT STANDARDS.

NOTE. WITH THE ABSENCE OF SITESURVEY - ALL GROUND LEVEL SITUATEDLEVELS (R.L'S) ARE TO BE CHECKED ONSITE DUE TO THEIR ESTIMATED NATURE.BUILDER TO CHECK ON SITE.

ALTERNATIVE VEGETATION TOSURROUNDINGS OF EXISTINGVEGETATION AS PER SHIRE OFBODDINGTONS INSTRUCTIONS - WITHTHE DESIGNER RECCOMMENDATION OFGRAVEL INSTALLATIONS. LANDSCAPECONTRACTORS CAN BE PROVIDEDWHERE NECCESSARY.

T.O.WR.L 9.60

T.O.WR.L 10.11


PROPOSED EXTERIOR HARDSCAPINGPAVED FLOOR FINISH TO MATCH SHIRE OFBODDINGTON MASONRY TEXTURE ANDTEMPLATE.

800

300

300 800

300

3550

300

5350

300

GA

BIO

N O

FF

SE

T

4550

EX

. O

VE

RA

LL

8700

300 13320 300 800 300

COS

11608

45.0

0°

NOTE. PRIOR VEGETATION INSTALLATIONS ARE MADE - BUILDER TO ENSURE THATENCLOSED PROPSOED PLANTER IS PROPERLY SEALED AND WATERPROOFED TOINTERIOR FACES TO PROPOSED GABION WALLS AND EXISTING MASONRYBRICKWORK.

1800 300 800 300

1400

300

800

300

3090

1400

8684

8104

5515

3536

45.0

0°

PROPO

SED KITC

HEN

SERVER

Y

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A112 C

1 : 50

P R O P O S E DGABION DETAILING A'1

1 : 50

P R O P O S E DGABION DETAILING B'2

FOR ADDITIONAL PROPOSED DECKINGINFORMATION - REFER TO PATRONS EXTERIORDETAIL PLAN (A111)

PROPOSED 300mm WIDE GABION WALLRETAINER AS PER STURCTURAL ENGINEERSDETAILS -


EXISTING BITUMEN TO BE REMOVEDAND REPLACED WITH PAVED F.FR.L 9.92



KERB TO MAIN ROADSSPECIFICATIONS


COS

2376 150 2500 2500 2500 2500 2500 2500 2500 2500 150 4249

20000 4399

1200

150

6200

5400

150

EXISTING BITUMEN TO BE REMOVEDAND REPLACED WITH PAVED F.FR.L 9.92

MINIMIUM 9mTURNING RADIUS

150

5800

151


EXISTING PAVINGR.L 9.92

PROPOSED PEDESTRIAN CROSSING TO BE INSTALLED AS PER MAINROADSSTANDARDS AND REGULATIONS.

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A113 C

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P R O P O S E DR E A R P A R K I N G1


PROPOSED PAVING TO ENTRANCE TO MATCH SHIRE OF BODDINGTONCOMMON MASONRY BRICK PAVING TEMPLATE. PRIOR CONSTRUCTION -PATTEN AND BRICK TEMPLATE TO BE APPROVED BY DESIGNER.

VEHICLEPARK (1)

VEHICLEPARK (2)

VEHICLEPARK (3)

VEHICLEPARK (4)

DISABLEDPARK (5)

DISABLEDPARK (6)

EXISTING BITUMEN ON-SITE TO BE MAINTAINED AS PER CURRENT - IN REGIONSOF PROPOSED BITUMENT EXTENSIONS - CONTRACTOR TO ENSURE SUITABLECOLOUR TO MATCH IS ACHIEVED.

ALL PROPOSED LINE MARKING AND DISABLED COMPLIANCE BAYS TO BECOMPLETED BY ROAD AND TRAFFIC SERVICES PTY LTD (DIRECTOR: GUYBARRETT LENNARD). ALL WORKS COMPLETED TO MAIN ROADSSPECIFICATIONS AND REGULATION STANDARDS.

EXISTING VEGETATION IN REGIONS DOTTED TO BE REMOVED AND COMPACTEDAS PER MAIN ROADS ROAD INSTALLATION SPECIFICATIONS.

FOLLOWING COMPLETION OF PROPOSED CARPARK - REGIONS OF UN-WANTED BITUMEN TO BE REMOVED AND REPLACED WITH PLANTEDVEGETATION TO SUIT AS PER SHIRE OF BODDINGTONS VEGETATIONINSTALLATION PALLETTE.DESIGNER RECCOMMENDATION TO BE GRAVELINSTALLATION (LOCAL INSPIRED).

PROPOSED NEW 150mm WIDE CONRETE KERB TO BE INSTALLED TOPERIMETER OF PROPOSED PARKING FACILITY TO MATCH STREETFRONTAGE, REFER TO MAIN ROADS FOR FURTHER INSTALLATIONINFORMATION.

PROPOSED VACANT DISABLEDBAY WITH PERMANENTLY FIXEDBOLLARD AS SHOWN - TO BEINSTALLED AS PER AS2890.1-1993.

SHOWN DOTTED EXISTING BITUMEN/ PLANTER PERIMETER. PERIMETER TO BEALTERED AS SHOWN TO ALLOW FOR PROPOSED VEHICLE ACCESS ANDEGRESS WITHIN REGION. ALL EXISTING LARGE SCALED VEGETATION TO BEREMOVED, MAINTAIN ALL THAT IS POSSIBLE.

FOR ADDITIONAL VEHICLE TURNING PATH GUIDELINES - REFER TOAUSROARDS DESIGN VEHICLE AND TURNING PATH TEMPLATE GUIDE.

PROPOSED VEHICLE ACCESS AND TURNING EGRESS

EXISTING SITE BASED SERVICES (SEWER)DIRECTLY TO NORTHER FRONTAGE OF EXISTINGSTRUCTURE - STRUCTURAL ENGINEERS TO VOIDDESIGNATED AREA FROM FOUNDATIONS.

1 2 3 4 5 6 7 8 9

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

10

22.50°

22.50°

1800 1800 1800 1800 1800 1800 1800 1800

1800

1800

1800

3600

1800

1800

45.0

0°

1800

1800

1800

1800

1800

1800

1800

E1

1450

1450

1325

1325

990

D1

F1

C1

B1

A1

E2

D2

C2

B2

A2

F2

990

1325

1325

1450

1450

C3 B3 A3

300

1830

300

PROPOSED TIMBER FRAMED DECKING STRUCTURE AS PER STRUCTURAL ENGINEERSDOCUMENTATION - PRELIMINARY DESIGN AND DOCUMENTATION SET (AS PROVIDED)SET WITH 75x45mm TREATED PINE FLOOR JOISTS AT EVERY 555mm INTERVALS,RESTING ON 240x45mm TREATED PINE BEARERS RUNNING HORIZONTAL AS SHOWN TOGRID FORMATION (VARIES 1450mm - 990mm).

1450 1450

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P R O P O S E DGRID STRUCTURAL PLAN1

A114 C

PROPOSED 75x45mm TREATED PINE TIMBER RAIL EDGE BEAMS FIXED DIRECTLY TO EXISTINGMASONRY FOR FLOOR JOIST LOAD PICK-UP.

PROPOSED COMMON DECKING BEARERS COLUMN OFFSET FROM GRID LINE TO BE 240x45mmTREATED PINE FRAMING MEMBERS - INSTALLED AS PER STRUCTURAL ENGINEERSSPECIFICATIONS AND INSTALLATION REQUIREMENETS.

PROPOSED 90x90mm TREATED PINE COLUMNS AS PER STRUCTURAL ENGINEERS TIE-DOWN ANDFOUNDATIONS REQUIREMENTS.

PROPOSED REPLICATION OF 75x45mm TREATED PINE EDGE BEAM TO GABION WALLS AS SHOWN FOR LOCALLOAD PICK-UP. REFER TO STRUCTURAL ENGINEERS FIXING REQUIREDMENT FOR FURTHER INFORMATION.

1 3 5 7 9

11

13

15

10

D1

22.50°

22.50°

3600 3600 3600 3600

3600

3600

CO

S

1700

2090

2090

COS17

00

PROPOSED TIMBER FRAMED DECKING STRUCTURE BELOW -REFER TO RELEVANT DETAIL PLANS FOR FURTHER INFORMATION.

PROPOSED 90x45mm TREATED PINE EDGE BEAM FIXED DIRECTLY TOEXISTING EXPOSED RAFTERS - FIXED AS PER ENGINEERS SPECIFICATIONSAND INSTALLATION REQUIREMENTS.

PROPOSED 90x45mm TREATED PINE RAFTERS AT EVERY 555mm CENTRES,SPANNING BETWEEN EXISTING EAVE MOUNTED EDGE BEAM AND PROPOSEDEAVE RAIL. REFER TO STRUCTURAL ENGINEERS DOCUMETNATION FOR FIXINGREQUIREMENTS. NOTE - ALL EXPOSED ROOF MEMBERS TO BE SUBJECTEDTO WHITE PAINT FINISH TO MATCH PROPOSED EXISTING STRUCTURE FACADERENOVATIONS THROUGHOUT.

PROPOSED 150x150mm TREATED PINE COLUMNS TO STRUCTURAL ENGINEERSSPECIFICATIONS AND INSTALLATION REQUIREMENTS. COLUMNS TO EXTRUDETHROUGH PROPOSED DECKING - BUILDER TO MAKE GOOD (TIGHT).

PROPOSED STANDARD PROFILE GUTTER ARRANGEMENT TO MATCH EXISTINGSTRUCTURE - FIXED DIRETLY TO EAVE EDGE RAIL (90x45mm TREATED PINE).

600

600

600

PROPOSED 35x25mm TREATED PINE TIMBER BATTENS - WHITH WHITE PAINT FINISH TOMATCH EXISTING STRUCTURE FACADE RENOVATION, FIXED AT EVERY 600mm CENTRES.

DP

DPDP

2000

MIN

.

PROPOSED SUB-SOIL

DRAINAGE.

PROPOSED S

UB-S

OIL

DRAIN

AGE.

PROPOSED SINGLE

1800Ø SOAKWELL.

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A115 C

1 : 100

P R O P O S E DPATIO DETAIL PLAN1

PRIOR CONSTRUCTIONS - BUILDER TO CLARIFY EXISTING DIMENSIONS TO SITE.

PROPOSED 240x45mm BEARER FIXED WITH OFFSET TO COLUMN GRID AS SHOWN -240x45mm BEARERS TO HAVE 15mm BIRDS MOUTH CHIP AS TO STRUCTURAL ENGINEERSDETAILING AND INSTALLATION REQUIREMENTS.

50

E1 D1F1 C1 B1 A1

PROPOSED 240x45mm TREATED PINE BEARERS COLUMN OFFSET FROMGRIDDED STRATEGY. PROPOSED FLOOR JOISTS FIXED DIRECTLY ABOVE -OVERALL FACES ENCLOSED AS SHOWN WITH DECKING TO MATCH.

50

E1D1C1B1A1

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S E C T I O N A-A1

1 : 50

S E C T I O N B-B2

A116 C

PROPOSED COMMON (SUB F.F.L) 90x90mm TREATED PINE TIMBERCOLUMNS AS PER STRUCTURAL ENGINEERS SPECIFICATIONS ANDINSTALLATION REQUIREMENTS. REFER TO GRIDDED STRATEGYFOR ARCHITECTURAL SPACING REQUIREMENTS.

PROPOSED HARDWOOD JARRAH DECK FLOORING APPLIED TO FLOORJOISTS BELOW. INSTALLED AS PER MANUFACUTERS REQUIREMENTS.

PROPOSED 75x45mm TREATED PINE TIMBER FLOOR JOISTS TO 555mmSPACING CENTRES AS TO STRUCTURAL ENGINEERS REQUIREMENTS.

PROPSOED 300mm WIDE GABION WALL RETAINERS AS PER RELEVANTDETAIL PLANS (A112). INSTALLATION AND FOUNDATIONS AS TOSTRUCTURAL ENGINEERS REQUIREMENTS.

PROPOSED SITE GORUND LEVEL ESTIMATED DUE TO LACKING

SITE SURVEY PROVIDED. BUILDER TO CHECK ON-SITE.

PROPOSED 150x150mm TREATED PINE PATIO ROOF STRUCTURE COLUMNS(EXTRUDED THROUGHOUT F.F.L.) COLUMNS TO BE SUBJECTED TO WHITEPAINT FINISH TO MATCH PROPSOED FACADE RENOVATIONS THROUGHOUT.

PROPOSED TREATED PINE PATIO ROOF STRUCTURE MATCH EXISTINGSTRUCTURAL MEMEBERS. -WITH WHITE PAINT FINISH THROUGHOUT TOALL EXPOSED MEMBERS. PROPOSED ROOF FINISH TO BE ZINCULUMECUSTOM ORB SHEETING TO MATCH EXISTING STRUCTURE.

D 04

PROPOSED NEW SEMI-SLIDER TO BE INSTALLED WITHIN EXISTING MASONRY OPENING. REFERTO PROPSOED DOOR AND WINDOW SCHEDULE FOR FURTHER INFORMATION - INSTALLED ASPER MANUFACTUERS INSTRUCTIONS.


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P R O P O S E DS O U T H F A C A D E1

1 : 100

P R O P O S E DW E S T F A C A D E2

A117 C

EXISTING ZINCULUME ROOF FINISH TO BE MAINTAINED AS PER CURRENT - WITH THEPOSSIBILITY OF PRESSURE CLEANING AND RE-SEALING APPLICATIONS WHERE DEEEMEDNECCESSARY FOR STRUCTURE MAINTAINENCE.

EXISTING FACE BRICKWORK WITH WHITE PAINT FINISH TO PERIMETER OF STRUCTURE TOBE MAINTAINED AS PER CURRENT, WITH THE FACADE TO BE PRESSURE CLEANED INATTEMPT TO BRING BACK NATURE WHITE PAINT FINISH - WITHOUT NEW WHITE PAINTAPPLICATION (DUE TO BUDGET CONSTRAINTS).

DASHED LINES INDICTIVE OF PREVIOUSLY PLACED SINGLE PERSONELL ACCESSDOORS WHICH ARE TO BE MASONRY FILLED TO EXTERIOR - WITH INTEIRORS TO BEJOINERY FILLED FOR USER USE AND STORAGE. REFER TO INTERIORSSPECIFICATIONS FOR FURTHER INFORMATION AND RECCOMMENDATIONS.

PROPOSED GABION ROCK WALLS TO FOLLOW SYNC WITH EXISTING/ PROPOSEDGABION WALLS TO BODDINGTON ACTIVATION NODE STRATEGY (TO THE FRONT OFTHE SHIRE OFFICE). GABION WALLS TO BE CONSTRUCTED AS PER STRUCTURALENGINEERS DETAILING AND SPECIFICATIONS - WITH AESHTETIC CONSIDERATIONS.

PROPOSED RIVER SITUATED (NORTHERN FACADE) DECKING STRUCTURE TO BECONSTRUCTURED FROM TREATED PINE (w/ RELEVANT TERMITE PROTECTIN TO AS3660.0AND BCA CLAUSE 3.1.1), WITH PRIMARY DECKING FINISH OF JARRAH RAILS 75-100mmTHICKNESS WITH NATURAL STAIN FINISH. REFER TO 'PRELIMINARY STRUCTURALSTRATEGIES' OR FURTHER STRUCTURAL ENGINEERS SPECIFICATIONS AND WORKINGDRAWINGS FOR FURTHER INFORMATION.

ALL EXISTING OPENINGS THROUGHOUT STRUCTURE TO BE MAINTAINED AS PERCURRENT, WITH THOROUGH CLEANING AND RE-SEALING TO JOINTS WHERENECCESSARY.

DASHED LINES INDICTIVE OF PREVIOUSLY PLACED SINGLE PERSONELL ACCESSDOORS WHICH ARE TO BE MASONRY FILLED TO EXTERIOR - WITH INTEIRORS TOBE JOINERY FILLED FOR USER USE AND STORAGE. REFER TO INTERIORSSPECIFICATIONS FOR FURTHER INFORMATION AND RECCOMMENDATIONS.

ALL EXISTING SITE BASED VEGETATION TO BE MAINTAINED -UNLESS OTHERWISE STATED (FOR VEHICLE ACCESS AND EGRESS)

D 02D 03

EXISTING GUTTERS, FASCIAS, AND EXPOSED SHS COLUMNS (AS INDICATED) TO BE RE-SURFACED WITH PROPOSED NEW WHITE PAINT FINISH (EXTERIOR - SEMI GLOSS). WITHADDITION OF WHITE PAINT APPLICATION TO ANY EXPOSED RAFTER TRIMMING MEMBERSTHROUGHOUT VERANDAH WHERE VISIBLE.

PROPOSED NEW PATIO STRUCTURE FIXED DIRECTLY TO DROPPED EAVE, AESTHETICS TO BESUBJECTED TO WHITE PAINT FINISH TO MATCH RENOVATION. ALL STRUCTURAL MEMBERS AS PERENGINEERS WORKING DRAWINGS.

PROPOSED PATRONS EXTERIOR STEPS TO MATCH DECKING FINISH THROUGHOUT - WITH SUNKEDSTRINGER ATTACHED AS SHOWN. TO BE CONSTRUCTED AS PER BCA 3.9.1-3.9.2., AND AS 1657-4.3.1.

ALL EXISTING SITE BASED VEGETATION TO BE MAINTAINED - UNLESS OTHERWISESTATED (FOR VEHICLE ACCESS AND EGRESS)

DP DPDP

D 02

PROPOSED NEW SEMI-SLIDER TO BE INSTALLED WITHIN EXISTING MASONRY OPENING. REFER TOPROPSOED DOOR AND WINDOW SCHEDULE FOR FURTHER INFORMATION - INSTALLED AS PERMANUFACTUERS INSTRUCTIONS.




DP

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P R O P O S E DN O R T H F A C A D E1

1 : 100

P R O P O S E DE A S T F A C A D E2

A118 C

EXISTING ZINCULUME ROOF FINISH TO BE MAINTAINED AS PER CURRENT - WITH THEPOSSIBILITY OF PRESSURE CLEANING AND RE-SEALING APPLICATIONS WHERE DEEEMEDNECCESSARY FOR STRUCTURE MAINTAINENCE.

EXISTING FACE BRICKWORK WITH WHITE PAINT FINISH TO PERIMETER OF STRUCTURE TOBE MAINTAINED AS PER CURRENT, WITH THE FACADE TO BE PRESSURE CLEANED INATTEMPT TO BRING BACK NATURE WHITE PAINT FINISH - WITHOUT NEW WHITE PAINTAPPLICATION (DUE TO BUDGET CONSTRAINTS).

PROPOSED GABION ROCK WALLS TO FOLLOW SYNC WITH EXISTING/ PROPOSED GABIONWALLS TO BODDINGTON ACTIVATION NODE STRATEGY (TO THE FRONT OF THE SHIREOFFICE). GABION WALLS TO BE CONSTRUCTED AS PER STRUCTURAL ENGINEERSDETAILING AND SPECIFICATIONS - WITH AESHTETIC CONSIDERATIONS. INTERNAL PLANTERAS PER COUNCILS SELECTION TO SHIRE OF BODDINGTON VEGETATION PALLETTE.

PROPOSED RIVER SITUATED (NORTHERN FACADE) DECKING STRUCTURE TO BECONSTRUCTURED FROM TREATED PINE (w/ RELEVANT TERMITE PROTECTIN TO AS3660.0 AND BCACLAUSE 3.1.1), WITH PRIMARY DECKING FINISH OF JARRAH RAILS 75-100mm THICKNESS WITHNATURAL STAIN FINISH. REFER TO 'STRUCTURAL STRATEGIES' OR FURTHER STRUCTURALENGINEERS SPECIFICATIONS AND WORKING DRAWINGS FOR FURTHER INFORMATION.

MAINTAINED EXISTING OPENINGS THROUGHOUT STRUCTURE TO BE THOROUGHLY CLEANED AND RE-SEALED WHERE NECCESSARY. TO BE COMPLETED BY PRESCRIBED BUILDING CONTRACTOR.

ALL PROPOSED VEGETATION WITHIN PROPOSED GABION WALLED PLANTERS TO BE ASSIGNEDAS PER SHIRE OF BODDINGTONS VEGETATION PALLETTE.

ALL EXISTING SITE BASED VEGETATION TO BE MAINTAINED - UNLESS OTHERWISE STATED(FOR VEHICLE ACCESS AND EGRESS)

PROPOSED TRATED PINE DECK TO EXTEND FLUSH WITH EXISTING CONCRETE SLAB ONGROUND - AS PER DETAIL PLANS. GABION WALL AS SHOWN, NOT TO REDUCE/ STOP UNTILDECK IS DEEMED LOWER THAN 500mm A.G.L FOR BALUSTRADE PURPOSES.

REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FOR DECKING CONSTRUCTIONS AND FIXING REQUIREMENTS.

PROPOSED NEW PATIO STRUCTURE TO BEFIXED DIRECTLY TO EXISTING DROPPED EAVE -AS PER STRUCTURAL ENGINEERS DETAILING.

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A119 C

P R E L I M I N A R Y I S S U E (TBC)

PROPOSED DOOR AND WINDOW SCHEDULE

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T a h n e e F o r b e s Shire of ... - Shire of Boddington