gordon gould ipson a r c h i t e c t s · cairns + gold coast + mackay drawn drawing title location...

MACKAY OFFICE: ABN: 99 075 610 454

Registered Architect Paul Ipson

Registration No. 3077 34 Brisbane Street

PO Box 1795 MACKAY QLD 4740

T 07 4944 0999 F 07 4944 0995

E [email protected]

CAIRNS + GOLD COAST + MACKAY www.ggiarchitects.com

25th June 2014 The Planning & Development Department Mackay Regional Council Mackay

846 IM & ES DEVELOPMENTS (DA – 2013-210)

21 – 27 GATEWAY DRIVE, PAGET

Dear Sir/Madam, In reference to the above project existing DA-2013-210, submitted for your General In Accordance Consideration are the revised Architectural Plans, Elevations and Sections. The only minor changes made are: a. Increasing of roof line due to the increase of required clearance space internally for the crane installations and maneuvering, hence increasing the structural supporting heights. b. The changes made to the car parking layout from an Angle parking to simple 90 degrees parking.

Therefore, we are requesting these minor amendments to be considered general in accordance. Please do no hesitate to contact the undersign for further queries or additional required information.

Regards

Solomone Mualaulau

Graduate Architect

gordon gould ipson

A R C H I T E C T S

michellem

Received (Manual Date)

NNOT FOR CONSTRUCTION

FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

REVISIONISSUE

REV.

CLIENT

JOB NUMBER

SCALE @

Do not scale off drawing. Contractorsshall verify and be responsible for all

dimensions on site and notify theArchitect of any variations between sitedimensions and those on plans. Thesedrawings remain the property of Paul

Ipson Architect Pty Ltd and are not to becopied in any form or passed onto third

party without prior written consent.

DATE PRINTED

SHEET NO.

34 BRISBANE STREETPO BOX 1795 MACKAY QLD 4740

T+61 7 4944 0999 F+61 7 4944 0995E [email protected]

CAIRNS + GOLD COAST + MACKAYwww.ggiarchitects.com

DRAWN

DRAWING TITLE

LOCATION

PROJECT

DESIGNATED PERSON

WHF FRIER

21-27 GATEWAYDRIVE, PAGETMACKAY(LOT 6 (SP 217745)

IM & ESDEVELOPMENT

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846

PAUL IPSON - BoA QLD No. 3077

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COPYRIGHT RETAINED

BYDATE

MACKAY OFFICEABN: 99 075 610 454

Registered Architect: Paul IpsonRegistration No. 3077

A1

A P

FHR

9,750

CONCRETE FINISHES

BROOM FINISH CONCRETEBFC

DESCRIPTIONABBREV. NOTES

FINISHES - LEGEND / SCHEDULE

MISC. FIXTURES

HYDRAULIC FIXTURES

WINDOW SCHEDULE LEGEND

LININGS - INTERNAL

VB VILLABOARD

CLADDINGS - EXTERNALAS DETAILED & SPECIFIEDFC FIBRE CEMENT SHEETING

FLOOR FINISHES

VYL SHEET VINYL

MASONRY

FRAME

AS SPECIFIED

AL

SS

POHDG

CB COLORBOND

HOT DIP GALVANISEDPOLISHED FINISH

STAINLESS STEEL

ALUMINIUM FINISHMETAL FINISHES

GALVANISEDGAL

SLIP RESISTANT TO ASSLIP RESISTANT VINYLVSR

DOWNPIPE

FLYSCREENS

DP

FS

HANDRAILS

BALUSTRADEBAL

HR

SOLID CORE DOORSC

DOOR SCHEDULE LEGEND

HYDRAULIC FITTINGS

EAVES GUTTEREGU

GENERAL LEGEND

J.1

5-02E3

RELATIVE LEVEL - FINISHED LEVEL.RELATIVE LEVEL - STRUCTURAL LEVEL.

RELATIVE LEVEL - SPOT LEVEL

WINDOW REFERENCE NUMBER.REFER TO PLAN WINDOW SCHEDULE FOR FURTHER DETAIL.

E1 - ELEVATION REFERENCE NUMBER. REFER TO WORKING DRAWING NUMBER NOTED

D1 - CONSTRUCTION DETAIL REFERENCE NUMBER. REFER TO WORKING DRAWING NUMBER NOTEDS1 - SECTION REFERENCE NUMBER. REFER TO WORKING DRAWING NUMBER NOTED

JOINERY UNIT AND REFERENCE NUMBER. REFER TO JOINERY DETAILS FOR FURTHER INFORMATION.

1 - PLAN REFERENCE NUMBER. REFER TO WORKING DRAWING NUMBER NOTED

DOOR REFERENCE NUMBER.REFER TO PLAN & DOOR SCHEDULE A601 FOR FURTHER DETAIL.

0.01

w02

SETOUT POINT

CS CONCRETE SEALER

PAINT FINISHPF

CCON COLOURED CONCRETE

PC POWDER COAT FINISH AS SPECIFIED & SELECT COLOUR

AS DETAILED. INSTALLED TO AS1428.1

AS DETAILED

MINIMUM CEILING LEVEL ( 2700mm ABOVE FLOOR LEVEL)

ELECTRICAL FIXTURES

AS DETAILED. INSTALLED TO AS1428.1GRAB RAILGR

MS PROFILED METAL SHEETING

SF STEEL FRAME

AS NOTEDAF ALUMINIUM FRAME

ROOF INSULATIONRI

WP WEATHER PROOF SEALS

ACOUSTIC SEALSAS

STRUCTURAL MEMBERS

RECTANGULAR HOLLOW SECTIONRHSSQUARE HOLLOW SECTIONSHS

BRACE WALLBRW

ROOF METAL SHEETINGRS-1

CIRCULAR HOLLOW SECTIONCHS

EQUAL ANGLEEA

UNEQUAL ANGLEUA

PARALLEL FLANGE CHANNELPFC

UNIVERSAL COLUMNUCUNIVERSAL BEAMUB

ROOFING METAL WORK

HANDRAILS AND BALUSTRADE

RIDGE FLASHING / CAPPINGRC

COLORBOND MONOCLAD PROFILE

WPM WATER PROOF MEMBRANEDPM DAMP PROOF MEMBRANE

WATERPROOFING

ALUMINIUM FRAMEAF

GENERAL NOTES:

TAPERED FLANGE CHANNELTFC

DISTRIBUTION BOARD.DB

DESCRIPTIONABBREV. NOTES DESCRIPTIONABBREV. NOTES

AS NOTED

AS SPECIFIED

AS SPECIFIED

AS SPECIFIED

AS SPECIFIED & SELECT COLOUR

AS SPECIFIED

CON CONCRETE

BARGE CAPPINGBC COLORBOND METAL

EXIT

EXIT

ALL DRAWINGS ARE DESIGN INTENT DOCUMENTS THE BUILDER SHALL MAKE ALLALLOWANCES TO SUPPLY AND INSTALL ALL LABOUR AND MATERIAL REQUIRED TOCOMPLETE THE PROJECT IN ACCORDANCE WITH THE SCOPE OF THE DESIGN

ALL WORK TO COMPLY WITH THE BCA 2013 PART 1 AND ALL SPECIFIED ANDRELEVANT AUSTRALIAN STANDARDS

THE BUILDER AND ALL SUB-CONTRACTORS SHALL COMPLY WITH THEIR RESPECTIVEOBLIGATIONS WITH REGARD TO WORKPLACE HEALTH AND SAFETY QUEENSLANDREQUIREMENTS

ARCHITECTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALLCONSULTANTS DRAWINGS AND SPECIFICATIONS

THE BUILDER SHALL SUPPLY AND INSTALL ALL NECESSARY SERVICES EQUIPMENTREADY FOR SATISFACTORY SERVICE COMPLETE AND TESTED.

ALL DIMENSIONS TO STRUCTURE UNLESS NOTE OTHERWISE

ALL DIMENSIONS AND LEVELS TO BE VERIFIED ON SITE

DO NOT SCALE DRAWINGS REPORT ANY DISCREPANCIES TO ACTUAL SITECONDITIONS IMMEDIATELY TO ARCHITECT

ALL DOWNPIPES TO CONNECT AS PER HYDRAULIC AND CIVIL ENGINEERS DRAWINGS

ALL BOUNDARIES AND BOUNDARY CLEARANCES TO BE VERIFIED ON SITE BEFORECONSTRUCTION COMMENCES

REINSTATE ANY DISTURBANCE TO ALL AREAS AND ADJACENT PROPERTIES

WHERE PAVING AND/OR GARDEN BEDS ARE NOT DIMENSIONED, ALIGN AND/ORCENTRE UPON POST OR BUILDING EDGES AS DRAWN

FALL NATURAL GROUND AWAY FROM WALLS / SLABS TO PREVENT WATER PONDING.

CONTROL JOINTS TO CONCRETE MASONRY TO BE @ 6000mm MAXIMUM CENTRES.ALIGN JOINTS WITH WINDOW OPENINGS & DOOR OPENINGS WHERE POSSIBLE.

SYMBOL LEGEND

CPT CARPET

90mm, 140mm, 190mm. AS NOTED

2-3mm THICK. AS SPECIFIED

90mm, 140mm, 190mm. AS NOTEDCM

SR

CMS SPLIT FACE CONCRETE MASONRY

SKIM COAT RENDER

CONCRETE MASONRYCJ CONTROL JOINT AS SPECIFIED

PBD-P PERFORATED PLASTERBOARD

ACOUSTIC TILEAT

SLA SHADOWLINE ANGLE

COR CORNICE

INSULATIONINSFC

PBD PLASTERBOARD

FIBRE CEMENT SHEET

WB WEATHERBOARD

RF

TF TIMBER FRAME

ROOF FRAME

TSF TIMBER STUD WALL FRAME 70mm, 90mm. AS NOTED

AS NOTED

AS NOTED

COLUMNCOL

SKY LIGHTSKY

FLASHINGFLG COLORBOND METAL

COLORBOND METAL

SOLAR TUBEST AS DETAILED & SPECIFIED

AS DETAILED & SPECIFIED




METAL FASCIAMF COLORBOND METAL

VBL VENETIAN BLINDSSW SLIDING WINDOW

FIXED GLASS PANELFG

SECURITY SCREENSC

ACOUSTIC GLASS PANELAG

ALUMINIUM FRAMEAF








VP VIEWING PANELUNDERCUT DOORUCD REFER TO MECHANICAL DRAWINGS

OBSCURE GLASSOBS AS DETAILED & SPECIFIED

FIXED VENTFV AS DETAILED & SPECIFIED

PIN BOARDPNB

WTB WHITE BOARD

WALL MOUNTED MIRRORMR

TWR TOWEL RAIL

SOAP DISPENSERSPD

PTD PAPER TOWEL DISPENSERROBE HOOKRHK

FLASHINGFLG AS SPECIFIED & SELECT COLOUR

WALL BASINWB

KITCHEN SINKSK

FLOOR WASTEFW

CLEANERS SINKCSK

LAB SINKLSK

TOILET SUITEWC

SLIDING DOORSD

TOILET ROLL HOLDERTRH

SHELFSHF

SINK MIXER

BASIN MIXER

CLEANER SINK TAP SET

LAB SINK TAP SET

B.MX

S.MX

C.TS

L.TS

OV.MWO

CT

OVEN

COOK TOP

MICROWAVE OVEN

REFER SCHEDULE

REFER SCHEDULE

SANITARY HARDWARE

REFER SCHEDULE. INSTALLED TO AS1428.1

A/C FAN UNIT-C CEILING MOUNTED-W WALL MOUNTED

CEILING ACCESS HATCH

EXIT LIGHT

EXIT LIGHT WITH DIRECTIONAL ARROW

GRILLE - OUTSIDE / SUPPLY AIR

FLUORESCENT SURFACE MOUNTED

IP65 VANDAL RESISTANT FLUORESCENT

GRILLE - EXHAUST / RETURN AIR

REFLECTED CEILING LEGEND

846 - IM & ES DEVELOPMENT21-27 GATEWAY DRIVE, PAGET MACKAY

FOR

WHF FRIER

WASHING MACHINE COCKSWM.HC

FIRE HOSE REEL

REF

WM

DRYDW

RH

DRYER

REFRIGERATORRANGEHOOD

WASHING MACHINE

DISH WASHER

REFER SCHEDULE

HAND BASINHB

DRINK FOUNTAIN / TROUGHDF

VANITY BASINVB

WO WALL OVEN

ST STOVE

HP HOT PLATE

TOILET COCKSWC.HC

SHOWER MIXERSH.MXSHOWER ROSESH.R

SINK TAP SETS.TS

SHOWER TAP SETSH.TS

LAUNDRY TAP SETLD.TS

EXTERNAL COCKSHC

BASIN TAP SETB.TSBATH MIXERBT.MXBATH TAP SETBT.TS

LAUNDRY TUBTUBURINALUR

SPA BATHSPA

SHOWERSHR

HOT WATER UNITHWU

EMERGENCY EYE WASHEEW

BATH TUBBTH

STRUCTURAL GLASSSGL

CLOTHES LINECL

LB LETTER BOX

SOAP HOLDERSPH

TWH HAND TOWEL RAIL

BTM BITUMINOUS TANKING MEMBRANE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

AS DETAILED

DISABLED TOILET SUITEWC-D

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE. INSTALLED TO AS1428.1DISABLED WALL BASINWB-D

DISABLED SHOWERSHR-D REFER SCHEDULE. INSTALLED TO AS1428.1

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

AS SPECIFIED

AS SPECIFIED

AS SPECIFIED

CAULK BOARDCKB

PEG BOARDPGB

TOOL BOARDTLB

CURTAINSCUR

BLINDSBLN

PULL DOWN PROJECTOR SCREENPPS

WTB-I INTERACTIVE WHITE BOARD

WALL MOUNTED MIRRORMR

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

IB INSTANT BOIL UNIT REFER SCHEDULE

FENCES AND SCREENS

FLASHINGFLG AS DETAILED AND REFER SCHEDULE

SCN SCREENSUN CONTROL SCREENSCS

FENCE - CONCRETE MASONRYFEN

LB LETTER BOX

AS DETAILED AND REFER SCHEDULE

AS DETAILED AND REFER SCHEDULE

AS DETAILED

AS DETAILED

SECURITY DOORSEC

ROLLER SHUTTERRSROLLER DOORRDLOUVRE DOORLVD

HINGEHINHOLLOW CORE DOORHCFIRE RATED DOOR AND FRAMEFRD

SSF STEEL STUD FRAME 64mm, 76mm, 92mm. AS NOTED

BOX GUTTERBGU AS DETAILED & SPECIFIED

HIP FLASHING / CAPPINGHF COLORBOND METAL

VALLEY FLASHINGVF COLORBOND METAL

VALLEY GUTTERVGU AS DETAILED & SPECIFIED

ROOF VENTILATIONRV

PARAPET FLASHING / CAPPINGPC COLORBOND METAL


AWNING WINDOW SASHAWBI-FOLD WINDOWBFW

CHAIN WINDERCWDOUBLE HUNG SASHDHELECTRIC WINDERELW

LOUVRE WINDOWLV

SECURITY SCREENSSC

CASEMENT WINDOW SASHCSWAS DETAILED & SPECIFIED








DGR DOOR GRILLEDT DOOR TRACKEGD EXTERIOR GRADE DOOR

IGD INTERIOR GRADE DOOR

REFER TO MECHANICAL DRAWINGS

















AS NOTED

PLY PLYWOODST STONE CLADDINGTIM TIMBER CLADDINGVB VILLABOARDVG VERTICAL GROOVED SHEETING








CERAMIC WALL TILECWTEXPOSED GRID TILE CEILINGEG

2 LAYERS PLASTERBOARDPBD-2WET AREA PLASTERBOARDPBD-W

FIRE RATED PLASTERBOARDPBD-FACOUSTIC PLASTERBOARDPBD-A

IMPACT PLASTERBOARDPBD-I

PLY PLYWOOD

SKIRTINGSKSKIRTING - TILESSK-T

PIER MASONRY COLUMN

BMF FACING BRICKWORK MASONRYBM BRICKWORK MASONRY

CR CEMENT RENDER

BGR BAGGED RENDER

CMR CEMENT MORTAR 10mm THICK. AS SPECIFIED






























AS SPECIFIED

REFER SCHEDULE

REFER SCHEDULE


AS SPECIFIED

ST STONE

TVT

TFB

VITRIFIED FLOOR TILE

TIMBER FLOOR BOARDSTILE CERAMIC FLOOR TILE

VTL VINYL TILES

FLOATING TIMBER FLOORFTF

TDB TIMBER DECKING BOARDS

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

REFER SCHEDULE

AUTOCLAVED AERATED CONCRETEAAC

EPOXY COATINGEPXEAC EXPOSED AGGREGATE CONCRETE

STEEL TROWEL CONCRETESTCTILT CONCRETE PANELTCP AS NOTED

AS SPECIFIED

REFER SCHEDULEAS SPECIFIED

AS SPECIFIED

REFER SCHEDULE

AS SPECIFIED

AS SPECIFIED

AS SPECIFIED

RL.SFL 9,750

+ RL106.900

CH.2700

d01

0.01

FCU-CFCU-W

A MRC DA ISSUE 25/06/14 SM

A

N/A


FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

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JOB NUMBER

SCALE @





DATE PRINTED

SHEET NO.




DRAWN

DRAWING TITLE

LOCATION

PROJECT

DESIGNATED PERSON

WHF FRIER


IM & ESDEVELOPMENT

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GENERAL NOTES

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A1

GENERAL

UNLESS STATED OTHERWISE, THE BUILDER (PRINCIPAL CONTRACTOR) HOLDS THE PRIMARY RESPONSIBILITY TO COMPLY WITH THESEGENERAL NOTES. THIS DRAWING SHEET IS TO BE PROVIDED TO ALL OF THE BUILDING SUBCONTRACTORS, SUPPLIERS AND OTHER AGENTS.

THE DRAWINGS PROVIDED MAY FORM PART OF A GREATER SUITE OF CONTRACT DOCUMENTS THAT MAY INCLUDE BUT NOT BE LIMITED TOSPECIFICATIONS, SCHEDULES AND THE FORMAL INSTRUMENT OF CONTRACT AND ITS CONDITIONS/CLAUSES. NOT ALL SCOPE OF WORKS ARENECESSARILY ILLUSTRATED ON THE DRAWINGS AND IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CARRYING OUT THE WORKS TO ENSURETHAT THE FULL SCOPE IS DELIVERED.

‘DESIGN DOCUMENTS’ REFERS TO THE DOCUMENTS DEVELOPED BY ALL DESIGN CONSULTANT DISCIPLINES.'INSTALL' MEANS INSTALL ONLY, DO NOT SUPPLY.'PROVIDE' MEANS PROVISION; SUPPLY AND INSTALL.'SUPPLY' MEANS SUPPLY ONLY, DO NOT INSTALL.

IF THE DESIGN DOCUMENTS SPECIFY ANY MATTER OR THING TO BE CARRIED OUT OR ANY ACTION PERFORMED OR ORGANISED BUT DO NOTSPECIFY WHO IS RESPONSIBLE TO DO SO OR ANOTHER PARTY OTHER THAN THE PRINCIPAL CONTRACTOR IS NOMINATED IN THE DESIGNDOCUMENTS, THEN (UNLESS THE CONTEXT REQUIRES OTHERWISE) IT SHALL BE DEEMED THAT THE PRINCIPAL CONTRACTOR SHALL CARRYOUT THE MATTER OR THING OR SHALL PERFORM OR ORGANISE SUCH ACTION, AS THE CASE MAY REQUIRE.

ALL PROPRIETARY ITEMS ARE TO BE HANDLED, STORED, INSTALLED OR ERECTED STRICTLY IN ACCORDANCE WITH MANUFACTURERSINSTRUCTIONS.

GGI ARCHITECTS DOES NOT ACCEPT RESPONSIBILITY FOR THE ACCURACY AND QUALITY OF DATA CONTAINED IN INFORMATION SUPPLIED BY

ALL TRADE WORK IS TO BE CARRIED OUT BY SUITABLY QUALIFIED PERSONS HOLDING THE APPROPRIATE LICENSES AND INSURANCES.

STANDARDS & APPROVALS

THE DESIGN DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH THE BUILDING CODE OF AUSTRALIA, QUEENSLAND DEVELOPMENT CODE,AUSTRALIAN STANDARDS OR TECHNICAL NOTES REFERENCED THEREIN, LOCAL AUTHORITY BY LAWS AND DECISION NOTICES / APPROVALS;ALL REFERRED TO AS ‘REFERENCED DOCUMENTS’. THAT IS, THE DESIGN DOCUMENTS ARE TO BE TREATED LIKE GENERAL ARRANGEMENTPLANS; NOT ALL ELEMENTS STIPULATED FROM THE ABOVE REFERENCED DOCUMENTS MAY BE PRESENTED WHICH THE BUILDER IS TOPROVIDE. ACCORDINGLY, THE BUILDER DUE DILIGENTLY IS TO ENSURE FULL COMPLIANCE TO THESE REFERENCED DOCUMENTS AND WITHOUTLIMITATION, SPECIAL MENTION IS MADE TO TERMITE PROTECTION, STAIRS, RAMPS, HANDRAILS AND BALUSTRADES, TACTILE INDICATORS, FIREHYDRANTS, FIRE EXTINGUISHERS, EMERGENCY & EXIT LIGHTING, BRAILLE AND STATUTORY SIGNAGE.

COMPLY WITH ALL SAFETY AND ENVIRONMENTAL ACTS, REGULATIONS AND BEST PRACTICE STANDARDS.

THE PRINCIPAL CONTRACTOR IS TO SUBMIT SAMPLES OF ALL PRODUCTS FOR REVIEW. IF AN ALTERNATIVE PRODUCT TO THATSPECIFIDED/SCHEDULED IS SUBMITTED AND SUBJECT TO THE REASONS AND BENEFITS FOR SUCH, THE PRINCIPAL CONTRACTOR MAY INCURCOSTS FROM THE REVIEW/ADMINISTRATION BY THE PRINCIPLE DESIGN CONSULTANTS. SUCH INTENT TO CLAIM THESE COSTS WILL BEBROUGHT TO THE ATTENTION OF THE PRINCIPAL CONTRACTOR PRIOR.

COORDINATION

COORDINATE ALL DESIGN CONSULTANTS’ DOCUMENTATION. IF ANY DISCREPANCIES ARE FOUND ACROSS THE VARIOUS DESIGN DISCIPLINESOR WITHIN EACH DESIGN DISCIPLINE, SEEK CLARIFICATION FROM THE DESIGNER PRIOR TO COMMENCEMENT OF THAT MATTER OR ELEMENTSRELIANT ON THAT MATTER.

THE DESIGN HAS NOT BEEN PREPARED IN TRADE SPECIFIC PACKAGES. FURTHERMORE, SOME LIKE SERVICES OR ELEMENTS MAY BE COVERED/ SHARED UNDER THE DESIGN BY MORE THAN ONE CONSULTANCY FIRM. ANY PART OF THE WORKS REQUIRING FURTHER DESIGN TO MAKE ASERVICE OR ELEMENT FIT FOR PURPOSE, SAFE AND/ OR OPERATIONAL IS THE RESPONSIBILITY OF THE BUILDER. SUCH ADDITIONAL DESIGN ISTO BE CARRIED OUT BY THE BUILDER USING QUALIFIED PERSONS TO THE SATISFACTION OF THE PRINCIPAL (CLIENT OR ITS SUPERINTENDENT).

THE BUILDER IS TO SATISFY ITSELF THAT ALL DIMENSIONS AND SETOUTS ARE ACCURATE AND ITS IDENTIFICATION OF THE PROPERTYBOUNDARIES ARE ESTABLISHED CORRECTLY. ENGAGE A LICENSED SURVEYOR TO SET OUT THE STRUCTURES WITHIN THE SITE AND PROVIDECERTIFICATION OF SUCH. AT THE COMPLETION OF THE WORKS, PROVIDE A LICENSED SURVEYOR’S CERTIFICATE WHICH STATES THAT THEWORKS HAVE BEEN CORRECTLY LOCATED.

CHECK ALL OPENINGS ON SITE PRIOR TO THE FABRICATION OF DOORS, WINDOWS AND ANY OTHER FIXTURES. GIVEN SIZES ARE NOMINAL FORQUOTATION PURPOSES.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. FIGURED DIMENSIONS TAKE PRECEDENCE TO THOSE SCALED. DO NOTSCALE FROM DRAWINGS.

SERVICES

INVESTIGATE AND DETERMINE THE EXACT LOCATION OF UNDERGROUND SERVICES PRIOR TO COMMENCING EXCAVATION OR SETTING OUT OFTHE WORKS. MODIFICATION (LOWERING, RAISING, REALIGNMENT ETC) OF EXISTING PUBLIC UTILITIES (ELECTRICITY, VOICE, DATA, GAS ETC) ON,ABOVE AND BELOW THE SURFACE THAT ARE NECESSARY FOR THE COMPLETION OF THE WORKS IS TO BE PROVIDED. INCLUDES THOSESERVICES LOCATED OUTSIDE THE BOUNDARY AND/OR IN THE ROAD RESERVE, IRRESPECTIVE IF THESE ARE NOT SHOWN IN THE DESIGNDOCUMENTS.

CONNECTION OF WATER, SEWER AND FIRE HYDRAULIC LINES FOR SUPPLY OR DRAINAGE IS TO BE PROVIDED. THIS INCLUDES THEPROVISION OF RETICULATED RUNS NOT SHOWN ON THE DESIGN DOCUMENTS, INCLUDING THOSE LOCATED OUTSIDE THEBOUNDARY AND/OR IN THE ROAD RESERVE THAT ARE REQUIRED FOR THE COMPLETENESS OF THAT SERVICE TO THECONNECTIONS. ALL STORMWATER AND SANITARY PLUMBING IS TO HAVE ARTICULATION, EXPANSION JOINTS AND FOOTINGSLEEVES PROVIDED TO ACCOMMODATE GROUND MOVEMENT IN SOILS THAT ARE UNSTABLE, EXPANSIVE OR WHERE SOILMOVEMENT IS LIKELY. PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE PRACTICAL. REFER TO AS3500,AS2870, MANUFACTURER’S RECOMMENDATIONS AND COUNCIL DECISION NOTICES. PROVIDE OTHER CONTROLS AS DESIGNED BYAN ENGINEER (IF APPLICABLE).

BUILDING OPERATION

ALL ROOMS, SPACES AND AREAS (INTERNALLY AND EXTERNALLY) INFERRED IN THE DESIGN ARE TO BE PROVIDED WITH FULLYOPERATIONAL SERVICES AND/OR FINISHES, AND ARE TO BE FULLY FITTED OUT UNLESS OTHERWISE NOTED. IF A PRODUCT,FITTING, FIXTURE, ACCESSORY OR FINISH [ALL KNOWN AS ‘ITEM’ FOR THIS CONDITION] IS NOT SCHEDULED BUT IS SHOWN ON THEDRAWINGS OR REQUIRED FOR THE COMPLETENESS OF THE ELEMENT / SPACE OR OPERATION OF THE SERVICE AS REASONABLYINFERRED, THEN THE BUILDER IS DEEMED TO HAVE ALLOWED FOR THE PROVISION OF A COMMERCIAL TYPE / TREATMENT OFSUCH ITEM WITHIN THE CONTRACT SUM.

ENSURE THE WATER TIGHTNESS OF THE WORKS AND PROVIDE ALL FLASHING, DAMP PROOF COURSES AND MEMBRANES, WINDOWCOMPONENTS, DOOR THRESHOLDS, DOOR SEALS ETC NECESSARY TO PREVENT THE ENTRY OF MOISTURE AND VERMIN.WATERPROOFING IS TO COMPLY WITH AS 3740, DR99449 - PART 1 AND DR99450 - PART 2. A COMPLIANCE CERTIFICATE IS TO BESUPPLIED TO THE BUILDING CERTIFIER PRIOR TO A FINAL INSPECTION.

PROVIDE ADDITIONAL STRUCTURAL SUPPORT MEMBERS / ELEMENTS TO THAT SHOWN IN THE DESIGN DOCUMENTS DEEMEDNECESSARY FOR THE LIKES OF JOINERY, GLAZING, ROLLER SHUTTERS, MECHANICAL SERVICES AND OTHER TRADE WORKS TOCOMPLY WITH THE APPROPRIATE STANDARDS, REGULATIONS AND MANUFACTURER/SUPPLIER REQUIREMENTS TO ACHIEVE THESUPPORT AND/OR CERTIFICATION. FURTHERMORE, IF A STRUCTURAL MEMBER IS ARCHITECTURALLY SHOWN BUT NOTSTRUCTURALLY DESIGNED, THE CONTRACTOR HAS ALLOWED TO PROVIDE SUCH MEMBER.

REMOVE ALL REDUNDANT AND UNUSED SERVICES, EQUIPMENT, FITTINGS AND ELEMENTS FROM THE EXISTING BUILDING SUBJECTTO REFURBISHMENT, EVEN IF THESE ARE NOT NOMINATED IN THE DESIGN. SUCH BUILDING SERVICES ARE TO BE CAPPED ANDTERMINATED. THE AREAS AND SURFACES FROM THE REMOVAL ACTIVITIES ARE TO BE REINSTATED AND MADE GOOD.

FINISHES / SUBSTRATES

ALL FINISHED SURFACES ADJACENT TO EACH OTHER ARE TO FINISH FLUSH AT THEIR JUNCTIONS UNLESS THE DESIGNSPECIFICALLY ILLUSTRATES OR STATES OTHERWISE. THIS INCLUDES BUT IS NOT LIMITED TO CARPET / VINYL, CARPET / TILES,VINYL / TILES, RESILIENT FLOORS / OTHER FLOOR FINISHES, FLOOR FINISHES / CONCRETE, CONCRETE / TURF (GRASS OR GARDENBEDS) ETC. THE BUILDER WILL NEED TO ENSURE THAT THE CONCRETE ELEMENT OR OTHER SUBSTRATE IS APPROPRIATELYRECESSED (EVEN IF NOT DESIGNED) TO ENSURE COMPLIANCE WITH THIS CONDITION.

EXTERNAL EQUIPMENT SECURITY

PROVIDE SECURITY AND/OR ANTI TAMPER MESH CAGES WITH LOCKABLE ACCESS OPENINGS TO ALL EXTERNAL EQUIPMENT THATANY MEMBER OF THE PUBLIC CAN GAIN ACCESS TO, IRRESPECTIVE IF THEY ARE NOT SHOWN IN THE DESIGN DOCUMENTS. THISINCLUDES BUT IS NOT BE LIMITED TO HOT WATER SYSTEMS, PUMP SYSTEMS, GAS AND WATER VALUES, ISOLATION SWITCHES,EXTERNAL GPO'S ETC. THE AIRCONDITOINING OUTDOOR UNITS WITHOUT THEIR CONTROLS ARE EXEMPT FROM THIS CONDITIONUNLESS SHOWN.

SITE DRAINAGE & REINSTATEMENT

PROVIDE DRAINAGE CONTROLS THROUGHOUT AND POST CONSTRUCTION. AS A MINIMUM, FALL FINISHED LEVELS AWAY FROMTHE BUILDING / STRUCTURES SO WATER DOES WATER DOES NOT POND NEAR OR ADJACENT TO SUCH. REFER TO ENGINEERDETAILS AND/OR SOIL REPORT NOTES.

SURROUNDING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE REINSTATED TO THEIR PRE-CONSTRUCTIONCONDITION INCLUDING GRASSED AREAS WHICH ARE TO BE TURFED, WATERED AND ESTABLISHED.

ROOF SAFETY SYSTEM

FOR ALL CLASSES OF STRUCTURE DEFINED UNDER THE BCA (EXCEPT CLASS 1) , DESIGN (FORM 15) AND INSTALL (FORM 16) APERMANENT ROOF ACCESS SAFETY SYSTEM TO ALL ASPECTS OF THE ROOF ITSELF, INCLUDING BUT NOT LIMITED TO GUTTERSAND SERVICES LOCATED ON IT. ANY SYSTEM SHOWN OR SPECIFIED IN THE DESIGN IS DEEMED A MINIMUM AND THE BUILDER ISTO AMEND AND ADD ONTO THIS TO FULFIL ITS OBLIGATION.

MASTER KEYING

FOR NON-DOMESTIC PROJECTS (UNLESS OTHERWISE CONTRACTED), PROVIDE A COMMERCIAL GRADE MASTER KEYING SYSTEMTO SUIT THE PRINCIPAL’S EXISTING KEYING SYSTEM, OR PROVIDE A NEW SYSTEM. A SCHEDULE IS TO BE DEVELOPED TO THEPRINCIPAL’S SATISFACTION.

GENERAL

UNLESS STATED OTHERWISE, THE BUILDER (PRINCIPAL CONTRACTOR) HOLDS THE PRIMARY RESPONSIBILITY TO COMPLY WITH THESEGENERAL NOTES. THIS DRAWING SHEET IS TO BE PROVIDED TO ALL OF THE BUILDING SUBCONTRACTORS, SUPPLIERS AND OTHER AGENTS.

THE DRAWINGS PROVIDED MAY FORM PART OF A GREATER SUITE OF CONTRACT DOCUMENTS THAT MAY INCLUDE BUT NOT BE LIMITED TOSPECIFICATIONS, SCHEDULES AND THE FORMAL INSTRUMENT OF CONTRACT AND ITS CONDITIONS/CLAUSES. NOT ALL SCOPE OF WORKS ARENECESSARILY ILLUSTRATED ON THE DRAWINGS AND IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CARRYING OUT THE WORKS TO ENSURETHAT THE FULL SCOPE IS DELIVERED.

‘DESIGN DOCUMENTS’ REFERS TO THE DOCUMENTS DEVELOPED BY ALL DESIGN CONSULTANT DISCIPLINES.'INSTALL' MEANS INSTALL ONLY, DO NOT SUPPLY.'PROVIDE' MEANS PROVISION; SUPPLY AND INSTALL.'SUPPLY' MEANS SUPPLY ONLY, DO NOT INSTALL.

IF THE DESIGN DOCUMENTS SPECIFY ANY MATTER OR THING TO BE CARRIED OUT OR ANY ACTION PERFORMED OR ORGANISED BUT DO NOTSPECIFY WHO IS RESPONSIBLE TO DO SO OR ANOTHER PARTY OTHER THAN THE PRINCIPAL CONTRACTOR IS NOMINATED IN THE DESIGNDOCUMENTS, THEN (UNLESS THE CONTEXT REQUIRES OTHERWISE) IT SHALL BE DEEMED THAT THE PRINCIPAL CONTRACTOR SHALL CARRYOUT THE MATTER OR THING OR SHALL PERFORM OR ORGANISE SUCH ACTION, AS THE CASE MAY REQUIRE.

ALL PROPRIETARY ITEMS ARE TO BE HANDLED, STORED, INSTALLED OR ERECTED STRICTLY IN ACCORDANCE WITH MANUFACTURERSINSTRUCTIONS.

OTHERS.

ALL TRADE WORK IS TO BE CARRIED OUT BY SUITABLY QUALIFIED PERSONS HOLDING THE APPROPRIATE LICENSES AND INSURANCES.

STANDARDS & APPROVALS

THE DESIGN DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH THE BUILDING CODE OF AUSTRALIA, QUEENSLAND DEVELOPMENT CODE,AUSTRALIAN STANDARDS OR TECHNICAL NOTES REFERENCED THEREIN, LOCAL AUTHORITY BY LAWS AND DECISION NOTICES / APPROVALS;ALL REFERRED TO AS ‘REFERENCED DOCUMENTS’. THAT IS, THE DESIGN DOCUMENTS ARE TO BE TREATED LIKE GENERAL ARRANGEMENTPLANS; NOT ALL ELEMENTS STIPULATED FROM THE ABOVE REFERENCED DOCUMENTS MAY BE PRESENTED WHICH THE BUILDER IS TOPROVIDE. ACCORDINGLY, THE BUILDER DUE DILIGENTLY IS TO ENSURE FULL COMPLIANCE TO THESE REFERENCED DOCUMENTS AND WITHOUTLIMITATION, SPECIAL MENTION IS MADE TO TERMITE PROTECTION, STAIRS, RAMPS, HANDRAILS AND BALUSTRADES, TACTILE INDICATORS, FIREHYDRANTS, FIRE EXTINGUISHERS, EMERGENCY & EXIT LIGHTING, BRAILLE AND STATUTORY SIGNAGE.

COMPLY WITH ALL SAFETY AND ENVIRONMENTAL ACTS, REGULATIONS AND BEST PRACTICE STANDARDS.

THE PRINCIPAL CONTRACTOR IS TO SUBMIT SAMPLES OF ALL PRODUCTS FOR REVIEW. IF AN ALTERNATIVE PRODUCT TO THATSPECIFIDED/SCHEDULED IS SUBMITTED AND SUBJECT TO THE REASONS AND BENEFITS FOR SUCH, THE PRINCIPAL CONTRACTOR MAY INCURCOSTS FROM THE REVIEW/ADMINISTRATION BY THE PRINCIPLE DESIGN CONSULTANTS. SUCH INTENT TO CLAIM THESE COSTS WILL BEBROUGHT TO THE ATTENTION OF THE PRINCIPAL CONTRACTOR PRIOR.

COORDINATION

COORDINATE ALL DESIGN CONSULTANTS’ DOCUMENTATION. IF ANY DISCREPANCIES ARE FOUND ACROSS THE VARIOUS DESIGN DISCIPLINESOR WITHIN EACH DESIGN DISCIPLINE, SEEK CLARIFICATION FROM THE DESIGNER PRIOR TO COMMENCEMENT OF THAT MATTER OR ELEMENTSRELIANT ON THAT MATTER.

THE DESIGN HAS NOT BEEN PREPARED IN TRADE SPECIFIC PACKAGES. FURTHERMORE, SOME LIKE SERVICES OR ELEMENTS MAY BE COVERED/ SHARED UNDER THE DESIGN BY MORE THAN ONE CONSULTANCY FIRM. ANY PART OF THE WORKS REQUIRING FURTHER DESIGN TO MAKE ASERVICE OR ELEMENT FIT FOR PURPOSE, SAFE AND/ OR OPERATIONAL IS THE RESPONSIBILITY OF THE BUILDER. SUCH ADDITIONAL DESIGN ISTO BE CARRIED OUT BY THE BUILDER USING QUALIFIED PERSONS TO THE SATISFACTION OF THE PRINCIPAL (CLIENT OR ITS SUPERINTENDENT).

THE BUILDER IS TO SATISFY ITSELF THAT ALL DIMENSIONS AND SETOUTS ARE ACCURATE AND ITS IDENTIFICATION OF THE PROPERTYBOUNDARIES ARE ESTABLISHED CORRECTLY. ENGAGE A LICENSED SURVEYOR TO SET OUT THE STRUCTURES WITHIN THE SITE AND PROVIDECERTIFICATION OF SUCH. AT THE COMPLETION OF THE WORKS, PROVIDE A LICENSED SURVEYOR’S CERTIFICATE WHICH STATES THAT THEWORKS HAVE BEEN CORRECTLY LOCATED.

CHECK ALL OPENINGS ON SITE PRIOR TO THE FABRICATION OF DOORS, WINDOWS AND ANY OTHER FIXTURES. GIVEN SIZES ARE NOMINAL FORQUOTATION PURPOSES.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. FIGURED DIMENSIONS TAKE PRECEDENCE TO THOSE SCALED. DO NOTSCALE FROM DRAWINGS.

SERVICES

INVESTIGATE AND DETERMINE THE EXACT LOCATION OF UNDERGROUND SERVICES PRIOR TO COMMENCING EXCAVATION OR SETTING OUT OFTHE WORKS. MODIFICATION (LOWERING, RAISING, REALIGNMENT ETC) OF EXISTING PUBLIC UTILITIES (ELECTRICITY, VOICE, DATA, GAS ETC) ON,ABOVE AND BELOW THE SURFACE THAT ARE NECESSARY FOR THE COMPLETION OF THE WORKS IS TO BE PROVIDED. INCLUDES THOSESERVICES LOCATED OUTSIDE THE BOUNDARY AND/OR IN THE ROAD RESERVE, IRRESPECTIVE IF THESE ARE NOT SHOWN IN THE DESIGNDOCUMENTS.

CONNECTION OF WATER, SEWER AND FIRE HYDRAULIC LINES FOR SUPPLY OR DRAINAGE IS TO BE PROVIDED. THIS INCLUDES THEPROVISION OF RETICULATED RUNS NOT SHOWN ON THE DESIGN DOCUMENTS, INCLUDING THOSE LOCATED OUTSIDE THEBOUNDARY AND/OR IN THE ROAD RESERVE THAT ARE REQUIRED FOR THE COMPLETENESS OF THAT SERVICE TO THECONNECTIONS. ALL STORMWATER AND SANITARY PLUMBING IS TO HAVE ARTICULATION, EXPANSION JOINTS AND FOOTINGSLEEVES PROVIDED TO ACCOMMODATE GROUND MOVEMENT IN SOILS THAT ARE UNSTABLE, EXPANSIVE OR WHERE SOILMOVEMENT IS LIKELY. PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE PRACTICAL. REFER TO AS3500,AS2870, MANUFACTURER’S RECOMMENDATIONS AND COUNCIL DECISION NOTICES. PROVIDE OTHER CONTROLS AS DESIGNED BYAN ENGINEER (IF APPLICABLE).

BUILDING OPERATION

ALL ROOMS, SPACES AND AREAS (INTERNALLY AND EXTERNALLY) INFERRED IN THE DESIGN ARE TO BE PROVIDED WITH FULLYOPERATIONAL SERVICES AND/OR FINISHES, AND ARE TO BE FULLY FITTED OUT UNLESS OTHERWISE NOTED. IF A PRODUCT,FITTING, FIXTURE, ACCESSORY OR FINISH [ALL KNOWN AS ‘ITEM’ FOR THIS CONDITION] IS NOT SCHEDULED BUT IS SHOWN ON THEDRAWINGS OR REQUIRED FOR THE COMPLETENESS OF THE ELEMENT / SPACE OR OPERATION OF THE SERVICE AS REASONABLYINFERRED, THEN THE BUILDER IS DEEMED TO HAVE ALLOWED FOR THE PROVISION OF A COMMERCIAL TYPE / TREATMENT OFSUCH ITEM WITHIN THE CONTRACT SUM.

ENSURE THE WATER TIGHTNESS OF THE WORKS AND PROVIDE ALL FLASHING, DAMP PROOF COURSES AND MEMBRANES, WINDOWCOMPONENTS, DOOR THRESHOLDS, DOOR SEALS ETC NECESSARY TO PREVENT THE ENTRY OF MOISTURE AND VERMIN.WATERPROOFING IS TO COMPLY WITH AS 3740, DR99449 - PART 1 AND DR99450 - PART 2. A COMPLIANCE CERTIFICATE IS TO BESUPPLIED TO THE BUILDING CERTIFIER PRIOR TO A FINAL INSPECTION.

PROVIDE ADDITIONAL STRUCTURAL SUPPORT MEMBERS / ELEMENTS TO THAT SHOWN IN THE DESIGN DOCUMENTS DEEMEDNECESSARY FOR THE LIKES OF JOINERY, GLAZING, ROLLER SHUTTERS, MECHANICAL SERVICES AND OTHER TRADE WORKS TOCOMPLY WITH THE APPROPRIATE STANDARDS, REGULATIONS AND MANUFACTURER/SUPPLIER REQUIREMENTS TO ACHIEVE THESUPPORT AND/OR CERTIFICATION. FURTHERMORE, IF A STRUCTURAL MEMBER IS ARCHITECTURALLY SHOWN BUT NOTSTRUCTURALLY DESIGNED, THE CONTRACTOR HAS ALLOWED TO PROVIDE SUCH MEMBER.

REMOVE ALL REDUNDANT AND UNUSED SERVICES, EQUIPMENT, FITTINGS AND ELEMENTS FROM THE EXISTING BUILDING SUBJECTTO REFURBISHMENT, EVEN IF THESE ARE NOT NOMINATED IN THE DESIGN. SUCH BUILDING SERVICES ARE TO BE CAPPED ANDTERMINATED. THE AREAS AND SURFACES FROM THE REMOVAL ACTIVITIES ARE TO BE REINSTATED AND MADE GOOD.

FINISHES / SUBSTRATES

ALL FINISHED SURFACES ADJACENT TO EACH OTHER ARE TO FINISH FLUSH AT THEIR JUNCTIONS UNLESS THE DESIGNSPECIFICALLY ILLUSTRATES OR STATES OTHERWISE. THIS INCLUDES BUT IS NOT LIMITED TO CARPET / VINYL, CARPET / TILES,VINYL / TILES, RESILIENT FLOORS / OTHER FLOOR FINISHES, FLOOR FINISHES / CONCRETE, CONCRETE / TURF (GRASS OR GARDENBEDS) ETC. THE BUILDER WILL NEED TO ENSURE THAT THE CONCRETE ELEMENT OR OTHER SUBSTRATE IS APPROPRIATELYRECESSED (EVEN IF NOT DESIGNED) TO ENSURE COMPLIANCE WITH THIS CONDITION.

EXTERNAL EQUIPMENT SECURITY

PROVIDE SECURITY AND/OR ANTI TAMPER MESH CAGES WITH LOCKABLE ACCESS OPENINGS TO ALL EXTERNAL EQUIPMENT THATANY MEMBER OF THE PUBLIC CAN GAIN ACCESS TO, IRRESPECTIVE IF THEY ARE NOT SHOWN IN THE DESIGN DOCUMENTS. THISINCLUDES BUT IS NOT BE LIMITED TO HOT WATER SYSTEMS, PUMP SYSTEMS, GAS AND WATER VALUES, ISOLATION SWITCHES,EXTERNAL GPO'S ETC. THE AIRCONDITOINING OUTDOOR UNITS WITHOUT THEIR CONTROLS ARE EXEMPT FROM THIS CONDITIONUNLESS SHOWN.

SITE DRAINAGE & REINSTATEMENT

PROVIDE DRAINAGE CONTROLS THROUGHOUT AND POST CONSTRUCTION. AS A MINIMUM, FALL FINISHED LEVELS AWAY FROMTHE BUILDING / STRUCTURES SO WATER DOES WATER DOES NOT POND NEAR OR ADJACENT TO SUCH. REFER TO ENGINEERDETAILS AND/OR SOIL REPORT NOTES.

SURROUNDING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE REINSTATED TO THEIR PRE-CONSTRUCTIONCONDITION INCLUDING GRASSED AREAS WHICH ARE TO BE TURFED, WATERED AND ESTABLISHED.

ROOF SAFETY SYSTEM

FOR ALL CLASSES OF STRUCTURE DEFINED UNDER THE BCA (EXCEPT CLASS 1) , DESIGN (FORM 15) AND INSTALL (FORM 16) APERMANENT ROOF ACCESS SAFETY SYSTEM TO ALL ASPECTS OF THE ROOF ITSELF, INCLUDING BUT NOT LIMITED TO GUTTERSAND SERVICES LOCATED ON IT. ANY SYSTEM SHOWN OR SPECIFIED IN THE DESIGN IS DEEMED A MINIMUM AND THE BUILDER ISTO AMEND AND ADD ONTO THIS TO FULFIL ITS OBLIGATION.

MASTER KEYING

FOR NON-DOMESTIC PROJECTS (UNLESS OTHERWISE CONTRACTED), PROVIDE A COMMERCIAL GRADE MASTER KEYING SYSTEMTO SUIT THE PRINCIPAL’S EXISTING KEYING SYSTEM, OR PROVIDE A NEW SYSTEM. A SCHEDULE IS TO BE DEVELOPED TO THEPRINCIPAL’S SATISFACTION.

A MRC DA ISSUE 25/06/14 SM

A

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1299° 16' 00"98.295 m

279° 16' 00"98.299 m

188°

30' 1

0"58

.005 m

8° 30

' 25"

58.00

5 m

OMP

10362

GA

TE

WA

Y D

RIV

E

CROS

SOVE

R

1000

0

CROS

SOVE

R

1000

0

PWD

1

8

LANDSCAPING

LAND

SCAP

ING

LANDSCAPING

CONCRETE HARDSTAND

ELECTRICALTRANSFORMEREASEMENT

LAND

SCAP

ING

LAND

SCAP

ING

FEATURE GARDEN TOENHANCE VISUAL APPEAL INADJACENT BOARDROOM

1000

1000

ENTR

Y

1000

OMP

7296

LOT 7SP 217745

VACANT LAND

LOT 5SP 217745

VACANT LAND

LOT 13SP 217745

VACANT LAND

OMP

425

KERB

AND

CHA

NNEL

LOT 6SP 217745

STORMWATER 360STORMWATERMANAGEMENT SYSTEM

MSB

OFFICE

WORKSHOP

RELOCATED FIREHYDRANT (ATTACK)

20kL ABOVE GROUNDRAINWATER TANK

4.5m³

INDU

STRI

AL B

IN

REFUSE BIN

BARR

IER

KERB

BARRIER KERB

BARRIER KERB

BOOSTERASSEMBLY

RELOCATE STREET TREETO THE SOUTH CLEAR OFCROSSOVER

RELOCATE STREET TREETO THE NORTH CLEAR OFCROSSOVER

1800 HIGH BLACKPOWDERCOATEDCHAIN WIRE MESHFENCING

1800

HIG

H BL

ACK

POW

DERC

OATE

D CH

AIN

WIR

E ME

SH F

ENCI

NG O

N BO

UNDA

RY

1800 HIGH BLACK POWDERCOATED CHAIN WIRE MESH FENCING ON BOUNDARY

1800 HIGH BLACK POWDERCOATED CHAIN WIRE MESH FENCING ON BOUNDARY

INDUSTRIAL GRADE CROSSOVER TOCOMPLY WITH MACKAY REGIONALCOUNCIL REQUIREMENTS

YARD LIGHTING - 3m HIGHLIGHT TOWER. TYPICAL

RP DESCRIPTIONLOT NO.: Lot 6RP NO.: SP 217745SITE AREA: 5701m²

TOWN PLANNING REQUIREMENTS:LOCAL AUTHORITY: MACKAY REGIONAL COUNCILZONING: INDUSTRY (HIGH IMPACT)DEFINED USE: MCU CODE ASSESSABLEAPPLICABLE CODES: - MACKAY FRAME LOCALITY CODE

- INDUSTRIAL CODE- ENVIRONMENT AND INFRASTRUCTURE

DESIGN WIND CAT: C2CLIMATE ZONE: 2

COMBINED GFA: 2431m²

SITE AREA: MIN REQUIRED = 2000m²PROVIDED = 5701m²COMPLIES

FRONTAGE: MIN REQUIRED = 30mPROVIDED = 58mCOMPLIES

SETBACK: MIN REQUIRED TO ROAD = 10mPROVIDED = 10m COMPLIES

LANDSCAPING: MIN REQUIRED = 7.5% (428m²)TOTAL AREA = 492m² (8.6% COMPLIES )

SITE COVER: MAX ALLOWED = 60% (3421m²)PROVIDED = 42.6% (2431m²COMPLIES)

CAR PARKING REQUIREMENTS = INDUSTRIAL COMPONENT1/200m² GFA = 13 CARPARKS

CARPARKS PROVIDED: 20

E

E

E

E

E

W

W

W

W

W

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MH

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6 7

9 10 1112 13 14

15 16 1718 19 20

LANDSCAPING

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5,40

0

2,6002,600

2,6001,3002,600

2,6002,600

1,3002,6002,600

2,6001,3002,600

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ALL STORMWATER DISCHARGE FROM ROOF IS TO BE DIRECTED TO THE ON-SITE RAINWATER TANK

THE RAINWATER TANK OVERFLOW IS TO BE CONNECTED TO THE MACKAY REGIONAL COUNCIL STORMWATER RETICULATION SYSTEMVIA UNDERGROUND PIPING IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS

ONLY THE VEGETATION WITHIN THE AREA REQUIRED TO CONSTRUCT THE PAD PLATFORM IS TO BE REMOVED

REFER TO ENGINEER'S DRAWINGS FOR EXACT LOCATION OF ALL RETAINING WALLS

INDUSTRIAL CROSSOVERS TO COMPLY WITH LOCAL AUTHORITY REQUIREMENTS

NOTES:

BUILDER IS TO CONFIRM THE LOCATION OF ALL SERVICES PRIOR TO THE COMMENCEMENT OF WORK

BUILDER IS TO ENSURE WATER TIGHTNESS OF THE BUILDING

BUILDER IS TO PROVIDE APPROPRIATE TEMPORARY & PERMANENT FENCING TO THE SITE IN ACCORDANCE WITH ALLRELEVANT AUSTRALIAN STANDARDS & LOCAL AUTHORITY REQUIREMENTS

BUILDER TO ENSURE SITE ACCESS, TRAFFIC MANAGEMENT, WATER STORAGE AREA & SEDIMENT CONTROL COMPLY WITHTHE BCA, ALL RELEVANT AUSTRALIAN STANDARDS & LOCAL AUTHORITY REQUIREMENTS

GROSS AREA SCHEDULE - STAGE 2

NAME AREA

MAIN SHED - STAGE 1 1010M²

MAIN SHED - STAGE 2 991M²

OFFICE GROUND FLOOR 172M²

OFFICE UPPER FLOOR 121M²

WORKSHED 76M²

WORKSHED AMENITIES 62M²

GRAND TOTAL 2431M²

RP DESCRIPTIONLOT NO.: Lot 6RP NO.: SP 217745SITE AREA: 5701m²

TOWN PLANNING REQUIREMENTS:LOCAL AUTHORITY: MACKAY REGIONAL COUNCILZONING: INDUSTRY (HIGH IMPACT)DEFINED USE: MCU CODE ASSESSABLEAPPLICABLE CODES: - MACKAY FRAME LOCALITY CODE

- INDUSTRIAL CODE- ENVIRONMENT AND INFRASTRUCTURE

DESIGN WIND CAT: C2CLIMATE ZONE: 2

COMBINED GFA: 2431m²

SITE AREA: MIN REQUIRED = 2000m²PROVIDED = 5701m²COMPLIES

FRONTAGE: MIN REQUIRED = 30mPROVIDED = 58mCOMPLIES

SETBACK: MIN REQUIRED TO ROAD = 10mPROVIDED = 10m COMPLIES

LANDSCAPING: MIN REQUIRED = 7.5% (428m²)TOTAL AREA = 492m² (8.6% COMPLIES )

SITE COVER: MAX ALLOWED = 60% (3421m²)PROVIDED = 42.6% (2431m²COMPLIES)

CAR PARKING REQUIREMENTS = INDUSTRIAL COMPONENT1/200m² GFA = 13 CARPARKS

CARPARKS PROVIDED: 20

SITE PREPARATION NOTES:

BUILDER IS TO REMOVE EVERYTHING ON OR ABOVE THE SITE SURFACE, INCLUDING RUBBISH,SCRAP, GRASS, VEGETABLE MATTER AND ORGANIC DEBRIS, SCRUB, TREES, TIMBER, STUMPS,BOULDERS AND RUBBLE.

REMOVE GRASS TO A DEPTH JUST SUFFICIENT TO INCLUDE THE ROOT ZONE.

REMOVE THE TOPSOIL LAYER OF THE NATURAL GROUND WHICH CONTAINS SUBSTANTIALORGANIC MATTER OVER THE AREAS TO BE OCCUPIED BY CONSTRUCTION AND PAVING.

STOCKPILE SITE TOPSOIL REQUIRED FOR RE-USE. PROTECT STOCKPILES FROMCONTAMINATION BY OTHER EXCAVATED MATERIAL, WEEDS AND BUILDING DEBRIS

Site PlanScale 1:2001

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A 27/05/14 SMCLIENT REVIEW

1:200

B REDESIGN CARPARK LAYOUT 13/06/14 SMC REDESIGN CARPARK LAYOUT 13/06/14 SMD FRONT BOUNDARY FENCE RELOCATED 16/06/14 SME MRC DA APPROVAL 25/06/14 SM


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99° 16' 00"98.295 m

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63506700

67006700

67006700

67006700

67006700

6350

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2465

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670013

1110

98

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8° 30

' 25"

58.00

5 m

279° 16' 00"98.299 m

188°

30' 1

0"58

.005 m

99° 16' 00"98.295 m

600

GRID SETOUT POINT

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A1

279° 16' 00"98.299 m

188° 30' 10"58 .005 m

99° 16' 00"98.295 m

8° 30' 25"58.005 m

36m

36m

20mFHR

FHR

FHR

FHR

BOOSTERASSEMBLY

57m

57m

FIRE HYDRANT

FH

27m

27m

1000

049

05

RWT

(ATTACK)

POC

20m

9m 30m

20m

20m

POC

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20m

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19m

POC

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27m

10m

36m

36m

24m

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17.5m

50m

FIRETRUCK

FH

27m

FIRE HYDRANT(FEED)

POC

POC

20m

9m 30m

FIRETRUCK

12m

FIRE SERVICES

KEY

INDICATES EXIT PATHINDICATES FIRE HYDRANTINDICATES FIRE HOSE REELINDICATES 10m WATER SPRAY

NOTE:DISTANCES TO POINT OF CHOICE (POC) SHOWNIN THE WAREHOUSE ARE INDICATIVE ONLY.STRUXI HAS NOT BEEN GIVEN ANY INDICATION OFEQUIPMENT OR STORAGE LAYOUTS.

321

B

C

BOARDROOM

OFFICE 3 OFFICE 4OFFICE 1 OFFICE 2

OPEN WORK

AREA BAL

VOID

DN

27m

WC

8018

Ground Floor Fire Services PlanScale 1:2001

Upper Floor Fire Services PlanScale 1:1002

B


1:200



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

REVISIONISSUE

REV.

CLIENT

JOB NUMBER

SCALE @





DATE PRINTED

SHEET NO.




DRAWN

DRAWING TITLE

LOCATION

PROJECT

DESIGNATED PERSON

WHF FRIER


IM & ESDEVELOPMENT

WD 201

846


WORKSHOP FLOORPLAN

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BYDATE



A1

3012301

301

301

1

3

4

4402

131110987654321

B

A

C

1401

5403

6403

HANGAR DOORS 8m x 10mBY OTHERS

CRANE RAIL

CRANE RAIL

40t C

RANE

40t C

RANE

0.22WORKSHOP 25

000

175

2465

017

5

80050

175 79700 175

1975 36100 41975

0.22D05

0.22D03

0.22

D02

0.22

D07

0.22D06

0.22

D010.2

2D0

8 FHR

FHR

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOLFHR

0.02MEETING/TRAINING

0.01RECEPTION/

WAITING

0.06GENERAL

WORK AREA

0.03

SER

VER

/ST

OR

E 0.04OFFICE

0.05OFFICE

MSB

12

BOL

BOL

0.22D04

RWT

AWNING AWNING

AWNING

4.5m³

INDU

STRI

AL B

IN

BOL

BOL

BOL

BOL

HANGAR DOOR TRACKS

BOUNDARY LINE

CRANE RAIL

CRANE RAIL

PORTAL FRAMES TO BE DESIGNED TOACCOMMODATE TWO 40t CRANES

shad

e scre

en

CONCRETE

PROVIDE DOOR STOP TOPREVENT HANGAR DOORFROM BLOCKING EXIT DOOR

AWNI

NG

HANGAR DOOR TRACKS

4.5m³

INDU

STRI

AL B

IN

0.21WORKSHED

0.08

HA

LL 0.11A/L

0.14L'DRY

0.16

HA

LL

0.15SHR

0.10UNISEX PWD

0.09LUNCH

0.17LUNCH

0.18FT

0.19MT

0.20

FIR

ST A

ID

0.12FT

0.13MT

REFER TO DRAWING 202FOR OFFICE DETAILS

301

1000

2699

5000

6650

5000

2699

1000

301

C LC L

C LC L

C LC L

C LC L

200 6150 6700 6700 6700 6700 6700 6700 1500 10400 1500 6700 6700 6150 200

CLCLCLCLCLCLCLCLCLCLCLCLCLCLCOLUMNSETOUT

COLU

MNSE

TOUT

COL COL COL COL COL COL COL COL COL COL COL COL COL

COLCOLCOLCOLCOLCOLCOLCOLCOLCOLCOLCOL

MUL

MUL

MUL

MUL

COLCOL COL

MUL

MUL

MUL

MUL

COL

COL COL COL COL COL COL COL COL COL COL COLCOL

COLCOLCOLCOLCOL

COLCOL

COLCOLCOLCOLCOLCOLCOLCOLCOLBOL

BOL

229MULLIONSETOUT CL

229MULLIONSETOUT

DPDPDPDP DP DPDP

DP DP DP DP DP DP DP DP DP DP DP DP DP

DPDPDPDPDPDP

DP

DP

NOTE:STAIRS ARE TO COMPLY WITH BCA REQUIREMENTS - MAX 180 RISER - MIN 250TREAD DEPTHSMOKE ALARM TO COMPLY WITH BCA REQUIREMENTSBUILDER TO CONFIRM SETDOWNS TO SUIT DOORS AND ROLLER-A-DOORSBUILDER MUST MANAGE SITE ACCESS, WASTE STORAGE AREA AND SEDIMENTCONTROL ETCA SUITABLY QUALIFIED LIGHTING CONSULTANT SHOULD BE ENGAGED TOENSURE COMPLIANCE WITH REQUIRED LIGHTING LEVELS.SECTION 'J' OF THE BCA MAXIMUM POWER DENSITY IS ALSO TO BE METCOMBINED WITH THE MINIMUM PERFORMANCE CRITERIA TO MEET THERELEVANT AS1680 INTERIOR & WORKPLACE LIGHTING.REFER TO?????????????????? CONSULTING ENGINEER'S DRAWINGS FORALL ELECTRICAL, MECHANICAL & FIRE SERVICES

ABBREVIATION LEGENDBOL BOLLARDCOL COLUMN - TO ENGINEER'S DETAILDPFHRMSB

DOWNPIPELFIRE HOSE REELLMAIN ELECTRICAL BOARD

MULRWT RAINWATER TANK

Workshop Floor PlanScale 1:2001

B


1:200



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

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DATE PRINTED

SHEET NO.




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DESIGNATED PERSON

WHF FRIER


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WD 202

846


OFFICE FLOORPLANS

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BYDATE



A1

0.05OFFICE

0.04OFFICE

0.09LUNCH

0.15SHR0.10

UNISEX PWD

0.02MEETING/TRAINING

0.06GENERAL

WORK AREA

0.14L'DRY

0.13MT

0.12FT

0.01RECEPTION/

WAITING

UP

4402

0.03SERVER/

STORE

7654321

0.17LUNCH

0.19MT

0.18FT

0.21WORKSHED

0.11A/L

0.22WORKSHOP

BUILDING OVER

B

C

0.20FIRST AID

0.21D02

0.21D01

ROOF OVER

AWNI

NG O

VER

FR

FR

CRANE RAIL

shad

e scre

en

175 1800 36100

9175

175

AC AC AC AC

2401

3402

0.16HALL

0.08HALL

5403

6403

0.17W01

0.17W02

0.09W01

0.09W02

0.06W01

0.06W02

0.07STORE

FHR

FHR

20

BOL

BOL

BOL

DPDPDPDP

DP

DP

DP

DP

0.22D06

0.21D03

0.20D01

0.16D01

0.08D01

0.05D02

0.04D02

0.05D01

0.04D01

0.03D010.02

D01

0.09D01

0.11D01

0.17D01

COLCOLCOLCOLCOL

DP

1975 1000 3800 3100 7050 13750 7400

250

RECEPTION

3780 70

STORE

1215 70 1215 70

GENERAL WORK AREA

7280 250

LUNCH

6000 70

LUNCH

7430 250

WORKSHED

6900 250FHR

980 70

1800 250

MEETING / TRAINING

6065 70

SERVER

2425 70

OFFICE

3000 70

OFFICE

3000

250

WOR

KSHE

D

8850

250

NIB

600

FT2230

70

MT1700

3930

70

HALL

4600

WC

1800

70

L'DRY

1600

70

SHR

/ PW

D

2400

70

LUNC

H

2590

9425

175

1300

3850

4200

250

250

1050

250

3600

250

3950

RECE

PTIO

N

3330

70

FHR

410

90

MEET

ING

/ TRA

ININ

G

3900

STOR

E

3180

7018

60

2155

90

OFFI

CES

3040

600

1260

1300

250

GENE

RAL W

ORK

AREA

4670

800

250

LUNC

H

2590

70

HALL

5940

O/H

CUP'

D

CARPET CARPETCARPET CARPET

CARPET

VINYL

VINYL

VINYL

VINYLTILES

CONCRETE

CONCRETE

VINYL

TILES

TILES

TILES

TILESTILES

TILES

0.07D01

0.04W01

0.05W01

0.02W01

COL

MSB

RWT

BOL

BOL

FIRS

T AID

4000

70

LUNC

H

4530

250

WC

1800

WC

900

600

HWU

4.5m³

INDU

STRI

AL B

IN

O/H CUP'D

O/H CUP'D

250

STAIRS

2600 250

HALL

1600 70

UNISEX PWD

2760 70

SHR

1500 70

HALL

1400 70

AIR LOCK

3360 70

LDRY

900FEMALE TOILET

2130 70

MALE TOILET

2130

1800 70 1870 70

FIRST AID

2150

2800 3550 250 3700 3000 4050 2650 4750 1950

MALE TOILET

3740

TGSI

900

900

RAVEN DOORTHRESHOLD RAMP(RP98).

COL

COL COL

GENERAL

KEY

SEMERGENCY EXIT SIGN

SMOKE ALARM

175mm CONCRETE TILT UP PANEL WALL

250mm CONCRETE TILT UP PANEL WALL

250mm CONCRETE TILT UP PANELWALL WITH PLASTERBOARD LINING

70mm STUD WALL WITH PLASTERBOARDLINING70mm STUD WALL WITH PLASTERBOARDAND FIBRE CEMENT LINING

70mm STUD WALL WITH FIBRE CEMENTLINING DOTH SIDES

ABBREVIATION LEGEND

AC AIR-CONDITIONERBOL BOLLARDCOL COLUMN - TO ENGINEER'S DETAILDP DOWNPIPEDPS DOWNPIPE SPREADERFH FIRE HYDRANTFHR FIRE HOSE REELFW FLOOR WASTEHWU HOT WATER UNITMSB MAIN ELECTRICAL SWITCHBOARDRWT RAINWATER TANKTGSI TACTILE GROUND SURFACE INDICATOR

ROOM, AREA, AND VOLUME SCHEDULE

ROOM NO. ROOM NAME0.01 RECEPTION / WAITING

MEETING / TRAININGSERVER / STOREOFFICE

GENERAL WORK AREASTOREHALL

AREA13.39M²

0.02 23.33M²0.03 7.14M²0.04

OFFICE0.058.85M²8.71M²

0.06 39.51M²0.07 3.73M²0.08 9.33M²0.09 LUNCH 14.95M²0.10 UNISEX PWD 6.56M²0.11 A/L 5.32M²0.12 FT 3.68M²0.13 MT 3.68M²0.14 LDRY 1.41M²0.15 SHR 3.53M²0.16 HALL 6.25M²0.17 LUNCH 31.94M²0.18 FT 3.97M²0.19 MT 10.34M²0.20 FIRST AID 8.22M²0.21 WORKSHED 61.07M²0.22 WORKSHOP 1964.61M²1.01 BOARDROOM 22.86M²1.02 WC 2.86M²1.03 OPEN WORK AREA

10.67M²1.04 OFFICE 11.05 OFFICE 2

33.50M²

10.65M²1.06 OFFICE 3 10.65M²1.07 OFFICE 4 10.67M²

2341.38M²

1.01BOARDROOM

1.06OFFICE 3

1.07OFFICE 4

1.04OFFICE 1

1.05OFFICE 2

1.03OPEN WORK

AREA

shad

e scre

en

1200H

VOID

LINE OF WALL BELOW

7654321

DN

B

C

1.02WC

FR

CUP'

D

shad

e scre

en

CUP'

D

CUP'D

VOID

LINE OF WALL BELOW

2301

3301

2302

3302

1.01W02

1.01W03

1.02W01

1.03W01

1.03W02

1.03W03

1.04W01

1.04W02

1.05W02

1.06W02

1.07W02

1.07W01

1.01W01

1975 1000 3800 3100 7300

250 750 250 3550 250

STAIRS

2600 250 7050 250

3780 70 1215 70 1215 70

WC

1210 70

BOARDROOM

6000

CUP'D

730 70 5200

70

CUP'D

850

CUP'D

980 70

OFFICE 1

3650 70

OFFICE 2

3595 70

OFFICE 3

3595 70

OFFICE 4

3650

AWNI

NG

DP

DPDPS

DP

DP

DP

DPS DPS

DP DPDPDP

175 17000 2750

LINE OF ROOF OVERLINE OF ROOFOVER

10°

5°

TGSI

1200

H

CARPET

TILES

CARPETCARPETCARPETCARPET

CARPET1.02D01

1.03D01

1.03D031.03

D02

COL COL COL COL COL COL

1.04D01

1.05D01

1.06D01

1.07D01

1.01D01

1.04W03

1.05W01

1.06W01

1.07W03

1.01W04

CRANE RAIL

O/H

CUP'

D

FW

1200

H

1200

H

MV MV

MV

MV

MVMV

Ground Floor PlanScale 1:1001

Upper Floor PlanScale 1:1003

B


1:100



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

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JOB NUMBER

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DATE PRINTED

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WD 203

846


SLAB SETOUT PLANS

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A1

UP

131110987654321

B

A

C

REFER TO STRUCTURALENGINEER'S DRAWINGSFOR SLAB AND FOOTINGSPECIFICATIONS

WC B

FW

LT

SHR

SK

B WC

FW

SK

SK

-50 SETDOWN

-50 SETDOWN-50 SETDOWN

B B

FW

WC

12

WC WC

FW

SHRFW

WC

B

B

1500

2420

7325

1732

5

175

79700

175

250

4200

4850

8050

9100

250

1800

2050

2800

3050

500

3100

3700

3950

5620

3250

4790

1830

4050

4500

4750

17001700 600

1520

650

6050

650

2600

3520

9625

1502

5

175

2050

3790

4250

6190

250

24001080

2465

0

6350 6700 6700 6700 6700 6700 6700 6700 6700 6700 6700 6350

COLCOL

COL

4321

B

C

SK

B

WC

FW

CONCRETE PANEL SUPPORT WALL UNDER

-50 SETDOWN

REFER TO STRUCTURALENGINEER'S DRAWINGSFOR SUSPENDED SLABSPECIFICATIONS

250

4200

5500

5850

8050

2050

3050

480

1765

3120

4330

3700

250

2700

NOTES:SLABS ARE POURED INSIDE THE EXTERNAL PRECASTCONCRETE WALL PANELS.

FALL FLOORS TO FLOOR WASTE.

Ground Floor Slab Setout PlanScale 1:2001

Condek Suspended Slab Setout PlanScale 1:1002

B


1:100, 1:200



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

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REFLECTED CEILINGPLANS

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A1

B

A

C

CH 2400

CH 2700CH 2700CH 2700CH 2700

CH 2400

CH 2400CH 2400

CH 24

00

CH 24

00

EXPOSED RAFTERS AND PURLINS

shad

e scre

en

shad

e scre

en

EXPOSED RAFTERSAND PURLINS

CRANE RAIL

CRANE RAIL

FIBRE CEMENT EAVES LININGFIBRE CEMENT EAVES LINING

CTCT CT CT

CT

CT

FC

FC

FC

FC

7654321

B

C

VOID

CH 2700

CH 2700

CH 2400CH 2400

CH 2700

CH 2700CH 2700CH 2700

CH 2400

CH 2400 CH 2400

CH 24

00

CH 2400

CH 2400

CH 2700

CH 2700CH 2400

shad

e scre

en

RAKED

RAKE

D

SUSPENDED SLAB

EG

DPDP

DPDPDP

DP

DP

DP

DP

FIXED TOUNDERSIDE OF

LANDING

CH 2700

FIBRE CEMENT EAVES LINING

FIBRE CEMENTSOFFIT LINING

CT

CT

CT CT CT

CT

CT

CT

CT

FC FC

FC

FC FC

FC

FC

CT

FC

REFLECTED CEILING

KEY

EMERGENCY EXIT SIGN

EMERGENCY LIGHTING

CEILING HEIGHT

CEILING TILE 1200 X 600 GRID

FIBRE CEMENT SHEET

DOWNPIPE - REFER HYDRAULIC ENGINEERSDRAWINGS

REFER TO MECHANICAL & ELECTRICALENGINEER'S DRAWINGSFOR MECHANICAL AND ELECTRICALSERVICE LOCATIONS

NOTES:

DP

MECHANICAL VENTILATION

CH 2400

22

22

CT

FC

Upper Floor Reflected Ceiling PlanScale 1:1001

Ground Floor Reflected Ceiling PlanScale 1:1002

B


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FOR APPROVAL

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WD 205

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ROOF PLAN - STAGE2

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A1

4402

131110987654321

B

A

C

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RVRV

DP DP DP DP DP DP DP DP DP DP DP DP

DPDPDPDPDPDPSDPSDPSDPSDPS

DP

DP

DPS

DPDP DP DP DP DP DP

LINE

OF W

ALL U

NDER

HP HP HPHPHP

HPHPHPHPHP

HP HP HPHPHPHPHPHPHP HPHP

AWNINGBELOW

HPBC

EG EGEGEG

EG BC

BC

BC

AF be

low BCBC

AF be

low

below AF below AF

below

EG

EGEG

RC

RC

BCBCBC

HP HPHPHP

SHADESCREEN

SHADESCREEN

AF

1401

2401

3402

5403

6403

5°5°

5° 5°

RIDGELINE RIDGELINE

TP

TP TP TP TP TP TP TP TP TP TP TP

TP TP TP TP TP TP TP TP TP TP TP

MV MV

MV

MV

MVMV

5°

12

TP

TP

HP

AWNI

NGBE

LOW

AWNING

below

AWNING

below

HP DP

DP

BC

RV

O/H450

O/H450

O/H450

O/H

450

O/H

450O/H450

ROOF

KEY

PITCH° ROOF PITCH EXPRESSED IN

DEGREES, FALL & DIRECTION

SHEETING - COLORBOND

DASHED LINE DENOTES OUTSIDE FACE

INDICATES DIRECTION OF GUTTER FALL

AF INDICATES APRON FLASHING - COLORBONDDP INDICATES DOWNPIPE - COLORBOND

DPS INDICATES DOWNPIPE WITH SPREADER - COLORBOND

EG INDICATES EAVES GUTTER - COLORBONDRV INDICATES ROOF VENT - 600 THROAT

BC INDICATES BARGE CAPPING - COLORBOND

RC INDICATES RIDGE CAPPING - COLORBONDTP INDICATES TRANSLUCENT PANELHP INDICATES HIGH POINT IN GUTTER

OF WALL LINE BELOW

HATCHED INDICATES ROOF

ALL ROOF OVERHANGS TO BE FROM OUTSIDE FACE WALL TO OUTSIDE FACE OFFASCIA. ALL ROOF OVERHANGS TO BE 600mm UNLESS NOTED OTHERWISE.

CLOSE OFF RIBS AT TOP OF SHEETS BY MECHANICAL MEANS OR BY PURPOSE-MADE FILLERS OR END CAPS. VERMIN PROOF BOTTOM OF SHEETS BY PURPOSEMADE FILLERS, SCREWING EVERY RIB OR PROVIDING ADEQUATE BIRD WIRE.

SARKING TO BE PROVIDED.

PROJECT SHEETS 50mm INTO GUTTERS.

DOWNPIPE, EAVES GUTTER AND BOX GUTTER SIZES ARE TO BE AS PER THEHYDRAULIC ENGINEER’S SPECIFICATIONS.

ROOFER TO SUPPLY AND FIT ALL NECESSARY FLASHINGS AND CAPPINGS TO

FLASH PROJECTIONS ABOVE AND THROUGH THE ROOF WITH TWO PARTFLASHINGS CONSISTING OF AN APRON FLASHING AND AN OVER-FLASHING, WITHAT LEAST 100mm VERTICAL OVERLAP. PROVIDE FOR INDEPENDENT MOVEMENTBETWEEN THE ROOF AND THE PROJECTION.

MINIMUM SLOPE OF EAVES GUTTERS: 1:200MINIMUM WIDTH OVERALL OF VALLEY GUTTERS: 400mm.

ROOF PLAN NOTES:

BUILDER OBLIGATIONS FOR ROOF ACCESS SAFETY SYSTEM

DESIGN (FORM 15) AND INSTALL (FORM 16) A PERMANENT ROOFACCESS SAFETY SYSTEM TO ALL ASPECTS OF THE ROOF ITSELF,INCLUDING BUT NOT LIMITED TO GUTTERS AND SERVICES LOCATEDON IT. ANY SYSTEM SHOWN OR SPECIFIED IN THE DESIGN ISDEEMED A MINIMUM AND THE BUILDER IS TO AMEND AND ADD ONTOTHIS TO FULFIL ITS OBLIGATION.

PROVIDE FOR REVIEW, SHOP DRAWINGS AND PRODUCTINFORMATION OF THE SAFETY SYSTEM PROPOSED INCLUDING ANOVERLAY OF THE ROOF PLAN DEPICTING THE ACCESS POINTS,SAFETY ANCHOR LOCATIONS, AND/OR SAFETY LINES. IF POSSIBLE,THE ACCESS POINTS ARE NOT TO BE IN CLOSE PROXIMITY TO THEPRIMARY FRONT ENTRY ZONE OF THE BUILDING (FOR AESTHETICREASONS). WHERE LADDER BRACKETS ARE USED AS PART OF THEACCESS POINT SOLUTION, ENSURE THAT THE FINISHED GROUND

PROVIDE ON COMPLETION A USER INSTRUCTION GUIDE TO THEOPERATION AND USE OF THE SAFETY SYSTEM.

THESE OBLIGATIONS ARE TO BE APPLIED TO ALL ROOF AREAS NOTONLY SHOWN ON THIS DRAWING SHEET BUT OTHER SHEETS IFRELEVANT.

POST CONSTRUCTION ROOF ACCESS

CONSULT THE INSTRUCTION MANUAL PRIOR TO ACCESSING THEROOF. IT MAY BE FOUND IN THE OPERATIONS & MAINTENANCEMANUAL.

COMPETENT AND TRAINED PERSONS ARE TO UNDERTAKE THEIROWN RISK ASSESSMENT AND COMPILE THEIR OWN WORK METHODSPRIOR TO ACCESSING THE ROOF.

PERSONS MUST NOT ACCESS THE ROOF DURING WET WEATHER ORIF MOISTURE IS PRESENT ON THE ROOF SHEETING.

PERSONS SHOULD BE CONNECTED TO A SAFETY SYSTEM AT ALLTIMES.

THE SAFETY SYSTEM MAY NOT BE APPROPRIATE FOR HOISTING OFTOOLS AND EQUIPMENT ON AND FROM THE ROOF.

ALL ROOF WATER TO BE DIRECTED TO ON SITE RAIN WATER TANKS

ENSURE A GOOD, WATER TIGHT FINISH.

SURFACE IS SUITABLE FOR STANDING A LADDER.

Roof PlanScale 1:2001

B


1:200,



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

REVISIONISSUE

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JOB NUMBER

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DATE PRINTED

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WD 301

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SHEET 1ELEVATIONS

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A1

GROUND FLOOR

CEILINGUPPER FLOOR

UPPER CEILING

1110987654321

0.22D05

0.22

5403

6403

COLORBOND WALLCLADDING ONSTEEL FRAME

TRANSLUCENT SHEETING

COLORBOND BARGE CAPPING

COLORBOND FASCIA AND GUTTERCOLORBOND RIDGE CAPPINGCOLORBOND CUSTOM ORB ROOF SHEETING ROOF VENT

1.03W02

1.03W01

1.02W01

1.01W02

0.06W01

0.06W02

0.09W02

0.17W02

0.17W01

0.09W01

DP DPS DPS DPS DPS DPS DP DP DP DP DP

DPS DP DP DP

DP DP DP DPAC AC ACACBOL

DP

BOLFHBOL BOL BOL BOL BOL

ALUMINIUMSHADE SCREENS

12

DP

3m HIGH PRECAST CONCRETE DADO PANEL0.22D04PRECAST CONCRETE WALL PANEL

BOL

RWT

CL03 CL02 CL03 CL02 CL02CL03 CL03 CL03 CL03 CL03 CL03 CL03

CL01 CL01

TPC4TPC4TPC4

TPC4TPC4

TPC4

TPC1 TPC1TPC2 TPC2

AWNING

D03HYDRANT IS TO BE PROTECTEDIN ACCORDANCE WITHCLAUSE 3.2.2.2 (e) OF AS 2419.1

W031.01

13

2,70

0

3,30

0

6,00

0

12,5

00

13,3

71

16,0

40

17,4

12NE

W P

ROJE

CTED

HEI

GHT

BOTT

OM O

F CR

ANE

RAIL

NEW ROOF LINE

ORIGIONAL ROOF LINE

GROUND FLOOR

CEILINGUPPER FLOOR

UPPER CEILING

B AC

0.22D02

0.21D01

0.22D01

1401

2401

3402

BOLBOL

DP

BOL BOL

DP

BOLBOL

DPDP

ROOF VENT

COLORBOND FASCIA AND GUTTER


PRECAST CONCRETEWALL PANEL

COLORBOND RIDGE CAPPING

5°


3m HIGH PRECASTCONCRETE DADO PANEL

COLORBOND WALL CLADDINGON STEEL FRAME

AWNING

AWNING

RWTREFUSEENCLOSURE

CL03

TPC2

TPC4TPC4

TPC4

FH

WALL PANEL JOINT

WALL PANEL JOINT

WALL PANEL JOINT

WALL PANEL JOINT

2,70

0

3,30

0 6,00

0

7,10

0

12,5

00

13,3

71

16,0

40

17,4

12NE

W P

ROJE

CTED

HEI

GHT

BOTT

OM O

F CR

ANE

RAIL

NEW ROOF LINE

ORIGIONAL ROOF LINE

GROUND FLOOR

CEILINGUPPER FLOOR

UPPER CEILING

BA C

0.22D07

0.22D08

1401

2401

3402

ROOF VENT

COLORBOND WALLCLADDING ON STEEL FRAME

COLORBOND BARGECAPPING



1.04W01

1.03W03

BOL

DP

BOL BOL BOL

DP

DPS DP DP

ALUMINIUM SHADESCREENS

5° 5°

5°

ALUMINIUM FRAMEDSHOPFRONT GLAZING

MSB

COLORBOND FASCIAAND GUTTER

3m HIGH PRECASTCONCRETE DADO PANEL


CL03

CL01

TPC2

TPC4 TPC4

TPC1CL01

TPC2

TPC4WALL PANEL JOINT

WALL PANELJOINT

2,70

0

3,30

0

6,00

0

7,10

0

12,5

00

13,3

71

16,0

40

17,4

12

NEW ROOF LINE

ORIGIONAL ROOF LINE

NEW

PRO

JECT

ED H

EIGH

T

BOTT

OM O

F CR

ANE

RAIL

13 11 10 9 8 7 6 5 4 3 2 1

5403

6403

BOLBOL

DPDPDPDPDPDPDPDPDPDPDPDP


TRANSLUCENT SHEETING



COLORBOND RIDGE CAPPINGCOLORBOND CUSTOM ORB ROOF SHEETING ROOF VENT

12

DP

AWNING

MSB

TPC3 TPC3 TPC4 TPC3 TPC3 TPC4 TPC3 TPC3 TPC3 TPC3 TPC4 TPC3

PANEL JOINT

GROUND FLOOR

PANEL JOINT

12,5

00

13,3

71

16,0

40

17,4

12NE

W P

ROJE

CTED

HEI

GHT

BOTT

OM O

F CR

ANE

RAIL

NEW ROOF LINE

ORIGIONAL ROOF LINE

C

A 20/05/14 SM

NORTH ELEVATIONScale 1:200

WEST ELEVATIONScale 1:200

EAST ELEVATIONScale 1:200

SOUTH ELEVATIONScale 1:200

1:200

CLIENT REVIEWB 26/05/14 SMCLIENT REVIEWC MRC DA APPROVAL 25/06/14 SM


FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

REVISIONISSUE

REV.

CLIENT

JOB NUMBER

SCALE @





DATE PRINTED

SHEET NO.




DRAWN

DRAWING TITLE

LOCATION

PROJECT

DESIGNATED PERSON

WHF FRIER


IM & ESDEVELOPMENT

WD 401

846


SHEET 1 - SECTIONS

25/06/2014 11:22 PM

SM

COPYRIGHT RETAINED

BYDATE



A1

GROUND FLOOR

4402

1387654321

WORKSHOP

RV RV RV RV RV RV RV

5403

6403

BOL

COL COL COL COL COL COL COL COL

BOL

FOR SLAB & FOOTING DETAILS REFER TOSTRUCTURAL ENGINEER'S SPECIFICATIONS

12

AWNING

COLORBOND EXTERNALWALL CLADDING

R2.5 FOIL FACEDROOF INSULATION

COLORBOND RIDGE CAPPINGCOLORBOND BARGE CAPPING

PROJ

ECTE

D BU

ILDIN

G HE

IGHT

BOTT

OM O

F CR

ANE

RAIL

12,5

00

13,3

71

15,5

05

17,4

12

ORIGIONAL ROOF LINE

NEW ROOF LINE

GROUND FLOOR

CEILING

SPRING LEVEL

UPPER FLOOR

UPPER CEILING

4402

10987654321

MEETING/TRAINING

OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4

SERVER/STORE OFFICE OFFICE A/L L'DRY HALL FT

MTFIRST AID

WORKSHEDHALL

5403

6403

0.22D06

0.21D03

0.20D01

0.21D02

0.16D01

0.13D01

0.12D01

0.08D01

0.05D02

1.07W02

1.06W02

1.05W02

1.04W02

BOLBOL

DP DPS DPS DPS DPS DPS

RV RV RV RV RV RV

RV RV


DP




COLORBOND APRON FLASHING

ROOF AND WALL INSULATION INACCORDANCE WITH ENERGYEFFICIENCY REQUIREMENTS

AWNING


ALUMINIUM FRAMEDSUNSCREEN

MSB

TP TP TP TP TP TP TP TP TP

2602

C

A 20/05/14 SM

BUILDING SECTION - 1Scale 1:100

BUILDING SECTION - 2Scale 1:100 1:100



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

REVISIONISSUE

REV.

CLIENT

JOB NUMBER

SCALE @





DATE PRINTED

SHEET NO.




DRAWN

DRAWING TITLE

LOCATION

PROJECT

DESIGNATED PERSON

WHF FRIER


IM & ESDEVELOPMENT

WD 402

846


SHEET 2 - SECTIONS

25/06/2014 11:22 PM

SM

COPYRIGHT RETAINED

BYDATE



A1

GROUND FLOOR

CEILING

UPPER FLOOR

UPPER CEILING

4402

76543215

4036

403

OPENWORKAREA BOARDROOM

GENERALWORKAREA

RECEPTION/WAITING HALL

UNISEXPWD SHR LUNCH

WORKSHED

BOLBOL

0.08D01

0.10D01 D01

0.21D03

0.22D06

DP DPS DPS DPS DPS DPS

DPS

DP

RV RV RV RV RV RV

RV RV


0.21D02

DP

1602




COLORBOND APRON FLASHING


3m HIGH CONCRETE DADO PANEL


ALUMINIUM FRAMEDSUNSCREEN

MSB

AWNING

TP TP TP TP TP TP TP

TP

FHRD01

0.02D01 0.02

W010.03D01 0.04

W010.04D01

0.05D01 0.05

W010.17

1.01W04

1.01D011.05

W011.05D01

1.04D011.04

W03

FG FG FG

FG FG FG

PROJ

ECTE

D BU

ILDIN

G HE

IGHT

BOTT

OM O

F CR

ANE

RAIL

2,70

0

3,30

0 4,35

0

6,00

0

13,3

71

12,5

00

15,5

05

17,4

12

ORIGIONAL ROOF LINE

NEW ROOF LINE

GROUND FLOOR

CEILING

UPPER FLOOR

UPPER CEILING

B AC

1401

2401

3402

GENERALWORKAREA

SERVER/STORE

OPENWORKAREA OFFICE 2

WORKSHOP

COL COL

FHR

0.22D07

1.03D01

1.03W03

0.22D08

DPS DP

RV


DP


R2.5 FOIL FACED INSULATIONSTEEL RAFTER TO ENGINEER'S SPECIFICATIONS COLORBOND RIDGE CAPPING STEEL PURLINS TO ENGINEER'S SPECIFICATIONS

MULMUL5°

5° 5°

A604


CRANE RAIL TO ENGINEER'S SPECIFICATIONS

PANE

L HEI

GHT

7100

BOTT

OM O

F CR

ANE

RAIL

PROJ

ECTE

D BU

ILDIN

G HE

IGHT

3,30

0

6,00

0

2,70

0

12,5

00

15,5

05

17,4

12

13,3

71

ORIGIONAL ROOF LINE

NEW ROOF LINE

C

A 20/05/14 SM



1:100



FOR APPROVAL

0 10mm 20mm 30mm 40mm 50mm

REVISIONISSUE

REV.

CLIENT

JOB NUMBER

SCALE @





DATE PRINTED

SHEET NO.




DRAWN

DRAWING TITLE

LOCATION

PROJECT

DESIGNATED PERSON

WHF FRIER


IM & ESDEVELOPMENT

WD 403

846


WD SHEET 3 -SECTIONS

25/06/2014 11:23 PM

SM

COPYRIGHT RETAINED

BYDATE



A1

B A

1401

2401

3402

LUNCH HALLWORKSHOP

0.22D08

0.22D07

0.15D01

1.01W01

1.07W01

FHR

COLCOL

DPS DP

DPDP

DP


RV RV



MUL MUL

5°

5° 5°



HWU

PANE

L HEI

GHT

4350

GROUND FLOOR

CEILING

UPPER FLOOR

UPPER CEILING BOTT

OM O

F CR

ANE

RAIL

PROJ

ECTE

D BU

ILDIN

G HE

IGHT

C

2,70

0

3,30

0

6,00

0

12,5

00

17,4

12

15,5

05

13,3

71

ORIGIONAL ROOF LINE

NEW ROOF LINE

GROUND FLOOR

UPPER CEILING

B AC

1401

2401

3402

WORKSHED WORKSHOP


0.22D07

0.22D08

DP

DP

COL

FHR

COL

DPS

RV

RV



MUL MUL

5°

5° 5°

3602

1603

2603

3603

R2.5 FOIL FACED INSULATION


PANE

L HEI

GHT

AFFL

7050

BOTT

OM O

F CR

ANE

RAIL

PROJ

ECTE

D BU

ILDIN

G HE

IGHT

2,70

0

3,30

0

6,00

0

12,5

00

17,4

12

15,5

05

13,3

71

ORIGIONAL ROOF LINE

NEW ROOF LINE

C

A CLIENT REVIEW 20/05/14 SM


BUILDING SECTION - 6Scale 1:100 1:100

B CLIENT REVIEW 26/05/14 SMC MRC DA APPROVAL 25/06/14 SM

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