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DRAWINGS INDE S-ee% Na;e COVE COVER S!EE EET T AND AND DRAWIN RAWING IST IST GENE GENERA RA NOTES OTES + S!EET !EET & GENE GENERA RA NOTES OTES + S!EET !EET , PIE AND RETE RETENTION NTION WOR"S OR"S PAN AN C AP PI NG NG BE A5 P AN PIEAND RETENTION SECTIONS + S!EET & RETE RETENTION NTION EEVA EVATIONS + S!EET & RETE RETENTION NTION EEVA EVATIONS + S!EET , PIEAND RETENTION DETAIS+ S!EET& PIEAND RETENTION DETAIS+ S!EET, = OU ND AT IO N P P AN CORE WA =OUNDATION SECTIONS AND DETAIS + S!EET & CORE WA =OUNDATION SECTIONS AND DETAIS + S!EET , CORE WA =OUNDATION REIN=ORCE5ENT DETAIS + S!EET & T8PICA=OUNDATION DETAIS+ S!EET & T8PICA=OUNDATION DETAIS+ S!EET , CONC CONCRE RETE COU COU5N 5N SC!E SC!EDU DUE COREWA "E8 PAN AND EEVATIONS O NS + S!EET & COREWA "E8 PAN AND EEVATIONS O NS + S!EET , PREC PRECAST COREWA WA DETAI ETAIS S BASE5ENT EVE , + GENERA ARRANGE5ENT PAN SAB SAB ON GROUND OUND T8P 8PICA ICA DETA DETAIS BASE5ENT EVE & + GENERA ARRANGE5ENT PAN GROUND EVE + GENERA ARRANGE5ENT PAN EVE *& +GENERA ARRANGE5ENT PAN EVE *, +GENERA ARRANGE5ENT PAN EVE */ +GENERA ARRANGE5ENT PAN EVE *3 +GENERA ARRANGE5ENT PAN EVE *< +GENERA ARRANGE5ENT PAN EVE *> +GENERA ARRANGE5ENT PAN EVE *( +GENERA ARRANGE5ENT PAN SUSP SUSPENDE ENDED SAB DETA DETAIS + S!EET & ROO= EVE + GENERA ARRANGE5ENTPAN PRECAST WA EEVATIONS+ S!EET & PREC PRECAST AST WA T8P T8PICA ICA DETA DETAIS PREC PRECAST AST WA CONNE CONNECT CTION ION DET DETAI AIS STEE STEEWOR WOR" " EEVATIONS + S!E S!EET ET & STEE STEEWOR WOR" " EEVATIONS + S!E S!EET ET , T8PICASTEEWOR" DETAIS+ S!EET & T8PICASTEEWOR" DETAIS+ S!EET , CONC CONCRE RETE TE STAI STAIR R DETA DETAIS 3&

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PREI5INAR8 NOT FOR CONSTRUCTION PROPOSED APARTMENT DEVELOPMENT 421-433HIGHST, NORTHCOTE 1BENT STREET,NORTHCOTE

COVERS!EETANDDRAWINGIST

DATE:

11/27/13

DESIGNED: JC

DRAWN: VP

C!EC"ED: AP

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GENERAL NOTES GENERAL THESEDRAWINGSSHALLBEREAD INCONJUNCTIONWITHALL OTHERCONSULTANTSDRAWINGS,SPECIFICATIONS ANDALLOTHER WRITTENINSTRUCTIONS THATMAY BEISSUEDIN THE COURSEOF THECONTRACT.

1.

2.

STRUCTURALDOCUMENTS(INCLUDINGELECTRONICFORMS)SHALLNOT BESCALED.ALL LEVELSANDSET OUT DIMENSIONS SHALLBE PROVIDEDBYTHE ARCHITECTUNLESSSPECIFICALLYNOMINATEDBY CALIBRECONSULTING ENGINEERS.

3.

ALL DIMENSIONS ARE INMILLIMETRES,ALL LEVELS AREIN METRES.

4.

THEBUILDERSHALL CLEARLYADVISE ONANY DISCREPANCIESON THESTRUCTURAL DOCUMENTS ORBETWEEN CONSULTANTSDRAWINGSANDSHALLAWAIT WRITTENADVISEPRIORTO PROCEEDING.

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BOREDPILEDESIGNAND CERTIFICATIONFOR EMBEDMENT DEPTHS,REINFORCEMENT AND SOIL ANCHORSSHALLBE PROVIDEDBYTHE PILINGCONTRACTOR.

1. ALLWORMANSHIP ANDMATERIALSSHALLBE INACCORDANCEWITHTHE CURRENT EDITIONOF AS3#&& INCLUDING ALLAMMENDMENTS.

2.

PRIORTO DRILLING PIERS OR INSTALLING GROUNDANCHORS THECONTACTORSHALL OBTAINAPPROVALFORTHE INSTALLATIONOF TEMPORARYANCHORS ACROSSBOUNDARIES ANDCONFIRMTHELOCATIONOF ALL IN GROUNDSERVICES.

2. CONCRETESI*ES SHOWNARE MINIMUMANDDO NOT INCLUDE APPLIEDFINISHES.

3.

A. SETOUT OFPILE CENTRELINES INACCORDANCEWITHPILING CONTRACTOR, STRUCTURALANDARCHITECTURAL DOCUMENTS. B. IF PILES ARECLOSERTHAN2 TIMES THE PILE DIAMETER, BOREDPIERS MUST BE INSTALLEDINA HIT ANDMISS SE+UENCE ALLOWING THE INITIALPILES TO CURE PRIORTO INSTALLINGTHE ALTERNATEPILES. C. DRILLBORED PILES ADOPTING CFA RIGSWHERE LOOSE OR SATURATEDSOILS ARE PRESENT. INSTALL REINFORCEMENTCAGES AND CONCRETEENSURING CORRECTCOVERS AREMAINTAINEDANDREINFORCEMENT CAGEORIENTATIONIS ALIGNEDTO SUITSOIL ANCHORS. D.ECAVATEFORCAPPING BEAMS.WHERECAPPINGBEAMSARE ONBOUNDARYORADJACENTTO MOVEMENTSENSITIVESTRUCTURES ORSERVICES,PROVIDETEMPORARY SHORINGIN ACCORDANCE WITHTEMPORARY WORS ENGINEERSSPECIFICATION. E. INSTALL CAPPING BEAM. SHOTCRETING OFCAPPING BEAMS IS NOT PERMITTED. CAPPING BEAMS ARETO BE POUREDINSITU. REFER CONCRETE NOTES. F. ECAVATEBETWEENSOLDIERSWHERE APPLICABLE TOA MAIMUM1.!MDEPTHFOR THEFIRST VERTICAL DRIVE. G. INSTALLUPPERGROUNDANCHORS, STRIPDRAINSANDI NFILL WALLREINFORCEMENT. SPRAYINFILLWALLS. H.FURTHERECAVATIONDRIVEDEPTHSSHALL BEPERFORMEDINACCORDANCEWITHGEOTECHNICALENGINEERSINSTRUCTIONS BUT SHALLNOTECEED3M. INSTALLGROUNDANCHORS PRIORTO PROCEEDINGWITHNET VERTICALDRIVE. I. REPEAT PROCESS FORFULL DEPTHOF ECAVATION.

ALLCONSTRUCTIONWORS SHALL COMPLY WITHCURRENTRELEVANTSAACODES ANDTHEBUILDINGCODE OF AUSTRALIA. THEFOLLOWING RELEVANT STANDARDSSHALLBE READINCONJUNCTIONWITHTHESE GENERALNOTES ANDCOPIES SHALLBEEPTON SITEWITH THE CONTRACT DOCUMENTS. AS1!!4 " WELDING (ALL VOLUMES) AS1#$4 " TIMBERFAMING(ALL VOLUMES) AS1%2& " TIMBER

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MA. SI*E MINIMUMFCMP/ AGREGATE AT 2$DAYSUNO

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SURVEYPINS ORMARINGS SHALLBE PROVIDEDATMAIMUM2&M INTERVALS ALONG THETOP OFCAPPING BEAMS ORPILES AND ALSO TO THE FACE OFANYADJACENT STRUCTURES. SURVEYMONITORING FORLATERAL ANDVERTICAL DISPLACEMENTS SHALL BE PERFORMEDWEELYDURINGECAVATIONAND MONTHLYTHEREAFTER.RESULTSSHALLBEREPORTEDTO THISOFFICE,PILING CONTRACTORANDGEOTECHNICALENGINEERFORREVIEW. ANYMOVEMENTSECEEDING1&MMSHALLBE REPORTEDIMMEDIATELY TO THEPILING CONTRACTORANDTHIS OFFICEFOR ADVICE. MONITORINGIS TO BE MAINTAINEDUNTILTHE HEAD OFTHE PILES ARE RESTRAINEDVIA THE PERMANENTSTRUCTURE.

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S HO TC RE TE

ELEMENT

COVER(55)

AS41&&" STEELSTRUCTURES

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AS 4#&&" COLDFORMEDSTEEL STRUCTURES

0. 7. 7 7. 8. 9. .

ALL FOOTINGS (INCLUDING PILECAPS COLUMNS BEAMS SLABON GROUND SUSPENDEDSLABS PRECAST PANELS INSITURETAININGWALLS" EARTHFACE INSITURETAININGWALLS" AIRFACE

#! 4& 2! 3& TOP 2! TOP, 3& BTM REFERFIRE RATING NOTES 4& #! 4&

AS2#'' " EARTHRETAINING STRUCTURES

AS3#1& " FORMWOR FORCONCRETE AS3%&&" MASONRY AS3%#" GUIDELINESFOR EARTHWORS FORCOMMERCIALANDRESIDENTIALDEVELOPMENTS

SPECIFICATIONSOR INSTRUCTIONSPROVIDEDAT ANY TIME DURINGTHE COURSE OF THE CONTRACTTAEPRECEDENCEOVER THESENOTES.

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THECONTRACTORSHALLENSURETHATTHE STRUCTUREAND ADJOININGSTRUCTURESREMAINSTABLETHROUGHOUTTHE WORS.NO PARTOF THESESTRUCTURESSHALL BEOVERSTRESSEDUNDERCONSTRUCTIONOFTEMPORARYACTIVITIES.

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ALLSTRUCTURALDOCUMENTATIONIS FORFINAL INSERVICE CONDITIONS ONLY. DURING THE COURSE OFCONSTRUCTIONTHE CONTRACTORSHALLBE RESPONSIBLETO ENGAGEATEMPORARYWORSENGINEERSFORDESIGN, CERTIFICATIONAND SITE SUPERVISIONIN ACCORDANCEWITH THE RELEVANTCODES OFPRACTICE. ASA MINIMUMTHEYSHALL BE ENGAGEDFORTHE FOLLOWING. A. PROPPING ANDBRACINGTO ALL EISTINGSTRUCTURES B. FORMWOR, WORINGPLATFORMS,HOARDINGS,SAFETY SCREENS ANDSCAFFOLDING C. PRECAST PANEL FORLIFTING AND HANDLING, PROPPING AND ERECTIONPROCEDURE IN ACCORDANCE WITHPRECAST AND TILT"UPCONCRETEFORBUILDINGS D. PARTIAL ERECTIONFORSTEEL,TIMBER,MASONRYAND CONCRETEFRAMING E. CRANE AGE, CRANE LOADINGS ANDBOGMATS

.

ALLECAVATIONS,TEMPORARYBATTERS,STOCPILE ANDTEMPORARY ACCESS ROADWAYS ARE TOBETHE APPROVALOFTHE GEOTECHNICAL ENGINEER.

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THEBUILDERSHALLNOT SUBSTITUTE MATERIALS,MEMBERSI*ES OR PROPRIETYITEMS WITHOUTTHEWRITTENAPPROVAL FROMCALIBRE CONSUTLING ENGINEERS.NOHOLES,RECESSES ORCHASES SHALL BE MADEUNLESS NOTEDON STRUCTURAL DOCUMENTS. ALL COSTSASSOCIATEDWITHREVIEWINGALTERNATIVESANDADDITIONALPENETRATIONSSHALL BE BORNEBY THE BUILDER.

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ALLMANDATORY INSPECTIONSSHALL BEPROVIDEDBYTHE BUILDINGSURVEYOR.

13.

ABBREVIATIONSUSEDARE AS FOLLOWS T" TOP B " BOTTOM C TS " C EN T RE S EF" EACHFACE E W " E AC H WA WA Y FF" FARFACE NF" NEARFACE B W " B OT H WA WA YS B - W " B ET W EE N F W " F I LL ET W E LD CFW " CONTINUOUS FILLETWELD CPBW "COMPLETEPENETRATIONBUTTWELD PL " PLATE UNO" UNLESSNOTEDOTHERS

LOADING THE STRUCTURAL WORSHOWNON THESEDRAWINGSHAS BEEN DESIGNLOADS. /. SUPERIMPOSEDDEADLOADS RESIDENTIAL1.&P/ BALCONIES 1.!P/ CARPAR &.3P/ 0.

LIVELOADS RESIDENTIAL1.!P/ COMMUNAL AREAS 4P/ CARPARS 2.!P/ STAIRS4.&P/ ROOF(NONTRAFFICABLE) &.2!P/ PLANT PLATFORMS 2.!P/

REFERCONCRETENOTES ANDTO THE SPRAYEDCONCRETEMANUAL 6RECOMMENDEDPRACTICE SPRAYEDCONCRETE6PREPARED BYTHE CONCRETEINSTITUTEOF AUSTRALIAFOR FURTHERINFORMATION. MIDESIGNBYSUPPL G NBYSUPPLIERTOACHIEVE MINIMUM4&MPADESIGNSTRENGTHANDTHEFOLLOWINGPARA N GPARAMETERS. I N IT I AL S ET O F C EM EN T 3 MI N UT ES F IN AL S ET 1 2 M IN UT ES CONCRETE CONSTITUENTS(INCLUDINGADMITURES)SHALL BE UNIFORMLYDISTRIBUTEDTHROUGHOUT THEMI. ALL SURFACESSHALL BE CLEANOF DEBRISANDMADE DAMP PRIORTO SHOTCRETE APPLICATION. THESPRAYEDSURFACESHALL NOTSAGOFSLUMP ANDSHALLBE ASMOOTHTROWELLEDSURFACEWITHA MAIMUMDEVIATIONOF !MMOVERA 1M STRAIGHT EDGE. CONTINUITYOFREINFORCEMENTTHOUGHCONSTRUCTIONJOINTS, BOTHHORI*ONTALANDVERTICAL, SHALLBEACHIEVED.

MAIMUMSHRINAGEAT !# DAYS SHALLBE #!&MICROSTRAINWITHTHE ECEPTIONOFBLINDING ANDFOOTINGS WHICHCANBEN CLASS CONCRETE. CONCRETE ADDITIVES NOT TO BE USED WITHOUTTHEPRIOR APPROVALOF CALIBRECONSULTINGENGINEERS. 4. CLEARCOVERTO REINFORCEMENT UNO. CLEARCOVERSHALL BE TAENTOTHE OUTSIDEOF TIES ANDLIGATURES.

!. REINFORCINGSHALL BE HELDINPLACE WITH BARCHAIRSAND SPACERS.

FOUNDATIONS

#. UNLESS NOTEDOTHERWISEPROVIDEN12 DISTRIBUTION REINFORCEMENT AT3&& CENTRES REINFORCEMENTFOREACHLAYER OFREINFORCEMENT NOMINATED.

1.

THEGEOTECHNICALENGINEERTHAT PROVIDEDTHEINITIALASSESSMENT ANDREPORT IS TO BEENGAGEDTO +UALIFYANDASSES THEFOUNDATIONMATERIALTOENSURECOMPLIANCEWITHTHE GEOTECHNICALRECOMMENDATIONSUSEDFOR THEDESIGN.

2.

REFERGEOTECHNICAL REPORTFORSITE CLASSIFICATIONANDFOUNDING MATERIALS.

%. CONSTRUCTIONJOINTSSHALLBE LOCATEDTO THE APPROVALON THE STRUCTURAL ENGINEER. ALL CONSTRUCTIONJOINTSSHALLBE SCABBLEDOVER THEFULL WIDTHOF THEJOINT ANDANYLOOSE MATERIALSHALLBEREMOVED. ALL CONSTRUCTIONJOINTS SHALL BE PAINTEDWITH ACONCRETE BONDING AGENT TO MANUFACTURERS SPECIFICATIONS. $. SLURRY USEDTO LUBRICATE CONCRETE PUMPSSHALL NOT BEPLACEDWITHIN THE CONCRETE POUR.

ALLWALLS NOT SHOWNONSTRUCTURALDOCUMENTSARE TOBE CONSTRUCTEDAS NON"LOADBEARING ELEMENTS ANDSHALL BE EPT AT LEAST 2&MMCLEARFROMPRIMARY STRUCTURE VIA DEFLECTIONHEADS,EPANDABLETIES ORAPPROVED E+UIVALENT.REFERBUILDINGSURVEYORFOR ALLFIRERATING RE+UIREMENTS.REFERARCHITECTFORALL FIRERATINGDETAILS. 3.

12.

1.

ELEMENT BLINDING FOOTINGS PILECAPS SLABON GROUND COLUMNS INSITUWALLS PRECAST PANELS SUSPENDEDSLABS STAIRS

BOREDPIERSSHALL BE LOCATEDWITHIN2!MMOF SETOUT.MAIMUMOUTOF PLUMB OFBORESSHALL BE !&MM.THE OUTSIDE FACE OFPILES, INFILL WALL OR STRIP DRAINSHALL NOT PROJECT OVERTHE BOUNDARY LINE.

AS3#&& " CONCRETE STRUCTURES

11.

3. CONCRETE PROPERTIES

4.

AS2$%& " RESIDENTIALSLABS ANDFOOTINGS

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CONCRETE

BORED PIER RETENTION WALLS

1.

FOOTING

SAFE BEARING CAPACITY (P/) IN DISTINCTLYWEATHEREDSILTSTONE

MIN. FOUNDING DEPTH(55)

BASEMENTPAD-STRIP FOOTING

32&P/

STRIPFOOTING- GROUNDBEAM

2%&P/

MINIMUM!&&55BELOWBUL ECAVATION MINIMUM1&&55INTOSILTY CLAY

DEPTHSTO UNDERSIDEOFFOOTINGS AREBASEDON THEINFORMATIONINTHE GEOTECHNICALREPORT.THE FINAL DEPTHS MAY VARY ANDARE TO BE APPROVEDBY THE GEOTECHNICAL ENGINEERFORCOMPLIANCE WITHTHE GEOTECHNICAL INVESTIGATIONAND DESIGNPARAMETERS.OVER ECAVATIONMAY BE FILLEDWITHBLINDINGCONCRETE TO ACHIEVETHE RE+UIREDFOUNDATION DEPTH.THE COST OFFILLING OVER ECAVATIONSHALL BE BORNEBY THE BUILDER.

4.

ALLFOOTING INSPECTIONSARE TOBE CO"ORDINATEDWITH THEBY BUILDINGSURVEYORPRIORTO THE PLACEMENTOFCONCRETE.

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ALLFOOTINGSSHALL BE PLACEDCENTRALLYUNDERWALLSANDCOLUMNS UNLESS NOTEDOTHERWISEINTHE DOCUMENTS.

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THEBASE OFFALL FOOTINGS IS TO BE CLEANFROMLOOSE AND DELETERIOUS MATERIAL.

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THEFOUNDATIONECAVATIONSSHALLBE EPT FREEOFWATER. ITMAY BE NECESSARYTO PUMPOR BAIL THE WATERFROMECAVATIONS. CONCRETE SHALL NOT BE PLACEDINWATER.

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REINFORCEMENT IS TOBE CONTINUOUS ANDLAPPEDWHERE RE+UIRED.REFER CONCRETE NOTESFORLAP LENGTHS. WHERE STRIP INTERSECTIONS WITHPAD FOOTINGS,THE STRIP FOOTING REINFORCEMENTIS TO LAP MINIMUM#&&MMINTO PADFOOTING. FOREVERY 1&&MMOFOVER ECAVATEDWIDTH, ANADDITIONALBAR MATCHINGTHE SI*E ANDGRADE OFTHOSE SPECIFIEDSHALLBE PROVIDEDTO THETOP ANDBOTTOMREINFORCEMENTLAYER.

.

TOPAND BOTTOMREINFORCEMENTINSTRIP FOOTINGS ANDGROUNDBEAMS SHALLBESUPPORTEDBY R1& STIRRUPS AT &&MA CTS

1&.

WHEREVERA NEW FOOTING ISLOCATEDCLOSETO AN ECAVATIONOR, BATTER, EISTINGFOOTING, INGROUNDSERVICESWHICHIS DEEPER THANTHE NEW FOOTING,THE ECAVATIONFORTHE NEW FOOTING SHALL BEDEEPENEDANDBACFILLEDWITHBLINDINGCONCRETE AS INDICATEDBELOW.

. 2N1# 2&&& LONG BARS SHALL BE PLACEDAROUNDALLPENETRATIONS, FOREACHLAYEROR REINFORCEMENTNOMINATED. BARSSHALL BEPLACEDDIAGONALLYACROSSALL RE"ENTRANTCORNERS. 1&. ALLCONCRETE SHALLBE COMPACTEDWITH MECHANICALVIBRATORSTO GIVEMAIMUMCOMPACTION WITHOUTSEGREGATIONOF THEAGGREGATES.VIBRATORSSHALLNOT BEUSEDTO SPREADCONCRETE. 11. CURINGSHALL BE PROVIDEDBY CONTRACTORFOR AMINIMUMOF %DAYS AFTERINITIALSET. CURING CAN BE PROVIDEDINTHE FORMOFMOIST CURINGOR WRAPPEDWITHAN IMPERVIOUSMEMBRANE. 12. BACPROP ANDSTRIPPINGTIMES SHALL BE IN ACCORDANCEWITH AS3#1& ANDTEMPORARYWORS ENGINEERS ADVICE.

WINDLOADS

3.

EARTH+UAELOADS

REGIONA! TERRAINCATEGORY3 ULTIMATE WINDSPEED4! M-S

DESIGNCATEGORY2 HA*ARDFACTOR*&.&$ SITE SUB"SOIL CLASS C

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13. WELDINGOFREINFORCEMENT SHALLCOMPLYWITH AS 3#&& AND AS1!4.3ANDONESTEEL GUIDANCE NOTES. WELDINGISPERMITTEDONLYWHERE SHOWN INTHE DOCUMENTS OROTHERWISE APPROVEDBY CALIBRE CONSULTINGENGINEERS. 14. SPLICES INREINFORCEMENT SHALLBE LOCATEDINTHE POSITIONS SHOWN ONTHE DOCUMENTS ORAPPROVEDBY THE ENGINEER. UNLESSNOTEDOTHERWISE SPLICES SHALLBE IN ACCORDANCE WITHTHE BAR LAPTABLE BELOW.REINFORCEMENTFABRICSHALLBE LAPPEDA MINIMUM4&&MM UNO. HOOS ANDCOGSSHALL COMPLYWITHAS3#&&.SLOPESOF CRANS SHALLNOT ECEED1#

BARSI*E N12 N1# N2& N24 N2$ N32 N3# N4&

LESSTHAN3&&55CONCRETE BELOW BAR 4&& #&& $&& 11&& 14&& 1%&& 21&& 2!&&

S-!.$1/ 8082H!# S.r$$./ Tor"b-r3(IC 01 Po"$)5067484 828

MORETHAN3&&55CONCRETE BELOW BAR 4&& %&& 1&&& 13&& 1%&& 21&& 2#&& 31&&

PROJECTNORTH

RE(ISION ISSUE

DATE

P1

0 1/ 08 /1 4

1#. INSERTS ANDCAST INITEMS IN ALLETERNALENVIRONMENTS SHALL BE GALVANISEDTO ACHIEVEMINIMUM !& YEARDESIGNLIFE. CROSS BARS ANDHAIR PINSARE TO BE PROVIDEDTHROUGHTHE BASEOFEACH INSERT ANDCASTIN ITEM. 1%. MOVEMENTJOINTS,TEMPORARYMOVEMENTJOINTSANDSERVICEPENETRATIONSMUSTBE FIRERATEDTO ACHIEVE THEMINIMUMFIRE RATINGSNOMINATEDBYTHE BUILDINGSURVEYOR.

CIVILTEST

AS JAMES

PRELIMINAR;I SSUE

1$. EPOSEDEDGESTO BE CHAMFEREDUNO. CHAMFERSSHALL BE CO"ORDINATEDWITHTHE ARCHITECT.

PRELIMINAR;

1. THEBUILDERIS RESPONSIBLETOOBTAIN THE BUILDINGSURVEYORSIGNOFFON OFREINFORCEMENT PRIOR TO CONCRETE POURS.

NOT FOR CONSTRUCTION PROPOSED APARTMENT DEVELOPMENT 421"433HIGHST, NORTHCOTE 1BENT STREET,NORTHCOTE

GENERALNOTESSHEET 1

DATE)

GEOTECHNICAL REPORT

DESCRIPTION

1!. CONDUITS,PIPES AND THELIE ARENOT TO BE PLACEDWITHINTHE CONCRETE COVER.

2&. THEENGINEERSHALLBE GIVENMINIMUM4$HRS NOTICE FORANYINSPECTIONOFREINFORCEMENT. 2.

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GENERA NOTES SLAB ON GROUND SG1 THEAREA ONWHICHTHE SLABIS TOBE SITUATEDSHALL BE STRIPPEDOFALL ORGANICMATTERWHICHSHALL BE REMOVED FROMSITE. THIS INCLUDESTREE STUMPS ANDLARGE ROOTS. SG2 SUBBASE TOSLABSON GROUNDTOBE PREPAREDBY REMOVING TOPSOILANDDELETERIOUS MATERIALANDROLLING WITH A VIBRATINGROLLERTO DETECT SOFTAREAS WHICHSHALL THENBE REMOVED. SG3 WHERE FILL UNDERSLABE%CEEDS1!!IN DEPTHTHE FILLING SHALL CONSIST OF #-&GRANULARMATERIALTO ADEPTHOF NOT GREATERTHAN"!! ANDBE COMPACTEDIN LAYERS NOT GREATERTHAN 15!IN DEPTHBYMECHANICAL COMPACTIONE*UIPMENT,TO $) OF MA%IMUMDRYDENSITY DEFINEDBY AS12)$ E2.1ANDE4.1. #&CLAY MATERIAL TO A TOTALDEPTHNOT GREATERTHAN15!IN DEPTHBY MECHANICALCOMPACTIONE*UIPMENT,TO $) OFMA%IMUM DRYDENSITYDEFINEDBY AS12)$E2.1 ANDE4.1. #&FOR FILLING INE%CESS OFTHESE DEPTHSREFERTO THE GEOTECHNICALREPORT. SG4 AREAS ADACENT TO SLABAREA SHALL BE GRADEDAND DRAINEDTOPREVENTCOLLECTIONOFSURFACEWATER. SG5 PROVIDE !.2MINIMUMPOLYTHENE MEMBRANE TO UNDERSIDE OFENTIRESLAB ON5! OFPACKING SANDCOMPACTEDTO $) OFMA%IMUMDRY DENSITY DEFINEDBY AS12)$ E2.1ANDE4.1. POLYTHENESHALL BE LAPPED3!!AND TAPEDAT ALL OINTS AWAY FROMDIRECTIONSOF POURANDBE SEALEDAROUNDALL PIPESANDDUCTS PENETRATINGTHE MEMBRANE.MEMBRANE SHALL E%TENDTO E%TERNAL GROUNDLEVEL ON ALLSIDESOF BUILDING. SG" BARCHAIRS TO HAVE INTERNAL BASE PLATE SUPPORT ANDBE SECURELYTIED TOREINFORCEMENT. SG( CONCRETE SHALLBE COMPACTEDWITH SUITABLE VIBRATOR DURINGPLACEMENT. SG) SLABSHALLBECUREDFORA MINIMUMOF( M UMOF( DAYSAFTERPOURINGIN ACCORDANCE WITHTHEMETHODSGIVENIN THE PROECT SPECIFICATION. SG$ SLAB REINFORCEMENTSHALLBE LAPPEDSO THAT THE FIRST TRANSVERSEWIRE ONTHE LAPPINGSHEET OVERLAPS25WITH THESECONDTRANSVERSE WIREON THELAPPEDSHEET. SG1!PROVIDE 3N12 62!!! LONG TOPAT ALL SLABREENTRANT CORNERS. WHEREMESHREINFORCEMENTIS LOCATEDINTHE TOP OFTHE SLABTIE BARS TO THEUNDERSIDE OFMESH REINFORCEMENT. SG11NO MASONRY SHALL BE CONSTRUCTEDONSLAB FOR14 DAYS MINIMUMAFTERPOURING. SG12ALL UNCTIONS OF DRAINAGE ANDSEWERAGE PIPES CONNECTEDTO BUILDINGSHALL BEFLE%IBLESOAS TO ALLOW FOR RELATIVE VERTICALMOVEMENT. SG13THE GROUNDSLABS HAVE BEENDESIGNEDFOR A MODULUSOF SUBGRADE REACTIONOF 357P-'. THE SUBGRADE IS TO BE PLACEDANDTESTEDIN ACCORDANCE WITHTHE RECOMMENDATIONSWITHINTHE GEOTECHNICALINVESTIGATIONTO ENSURETHE ABOVEISACHIEVED.TESTRESULTSARE TO BE PROVIDEDTOTHE ENGINEERANDAPPROVAL OBTAINEDTO PROCEEDWITHSLABPREPARATION.

PRECAST CONCRETE GENERAL PC1 ALLPRECASTCONCRETESHALLCOMPLYWITHTHE PROECT SPECIFICATION,AS3"!!CONCRETESTRUCTURESCODE,AS3)5!TILT UP CONCRETE CONSTRUCTIONANDVICTORIANWORKCOVERAUTHORITIES :PRECASTANDTILTUPCONCRETEFOR BUILDINGS:. PC2 FORLOCATIONS ANDDIMENSIONS ANDFINISHES OFPRECAST PANELS REFERTO ARCHITECTURALDRAWINGS ANDSPECIFICATIONS. PC3 INTERNALFACESOFPANELSSHALLBE FINISHEDSMOOTHFOR PAINTING. E%TERNALSURFACES SHALL HAVE SELECTEDFINISH REFER TO SPECIFICATION.UNLESSNOTED OTHERWISEALLPANEL EDGESARE TO BE CHAMFEREDBY USING REIDE%TRUDEDFILLET SECTIONS OR SIMILARAPPROVED. PC4 THE PANELSHAVE BEENDESIGNEDFORTHE FINALIN PLACECONDITION. THE PRECAST MANUFACTURER IS RESPONSIBLE FORPROVIDING ADDITIONALREINFORCEMENT,STRONG BACKS, PROPSETC., THAT MAY BE RE*UIREDTO ACCOUNT FORSTRESSESDUE TO REMOVALFROM FORMS,HANDLING,LIFTING,TRANSPORTATIONAND ERECTION. ANYSUCH E%TRAMATERIALSOROTHERHANDLINGRE*UIREMENTSSHALLBE ALLOWEDFORIN THE TENDER. THEPRECAST SUB CONTRACTORIS RESPONSIBLE FORTHE DESIGN DOCUMENTATIONANDCERTIFICATIONOFALL PANEL TRANSPORTATION ANDPROPPING.

PC5 PROVIDE ALL HOLES, REBATES, DUMMY OINTS, BAFFLES, DRIPS, SEALS, CLEATS,FI%INGFERRULES,ETC.AS RE*UIREDBYTHEARCHITECTURAL DRAWINGS INADDITIONTOTHOSE SHOWNON THESTRUCTURAL DRAWINGS. PANEL DOCUMENTATION PC" INADDITIONTHE BUILDERSHALL SUBMIT TO THEENGINEERFOR REVIEW, 2 SETSOFSHOP DRAWINGSIN HARDCOPYFORMAT A MINIMUM OF14 DAYS PRIOR TO THE SCHEDULEDPOURING DATE.SHOP DRAWINGS SHALLCOMPLYWITHAS3)5!ANDSHOW PANELDIMENSIONS, REINFORCEMENT, THESIZE, LOCATIONANDDETAILS OFALL PROPPING ANDLIFTINGINSERTS ANDALLOTHERCAST IN ITEMS. REVIEWEDSHOP DRAWINGS SHALLBEOBTAINEDFROMTHE ENGINEERPRIORTO COMMENCEMENT OFPANE LMANUF ACTURE.

PANEL REINFORCEMENT PC( REFERTODRAWINGS FORREINFORCEMENT RE*UIREDFORIN PLACE CONDITION.

PRECAST CONCRETE #8;<...&

PC1$ APPLY STIFFNO NSHRINK GROUT TO ALLHORIZONTAL OINTS AND FERRULE HOLES AS RE*UIRED. PC2!GROUT TO BE USED SHALL BE NONSHRINK, NONSTAINING, HAVEA 2) DAYCHARACTERISTICSTRENGTHOF 4! MP-. DETAILSOFTHE PROPOSEDGROUTUSEDSHALLBE SUBMITTEDTO THEENGINEERFOR APPROVAL. PC21ALL SEALANTS SHALL BE AS SPECIFIEDBY THE ARCHITECT.

MASONRY M1

ALLBRICKWORKSHALLCOMPLY WITHAS3(!!.BRICKS SHALL HAVEA MINIMUMCHARACTERISTICUNCONFINEDCOMPRESSIVE STRENGTHOF 3!MP- UNLESSNOTEDOTHERWISE.

M2

ALL BLOCKWORK SHALLCOMPLY WITHAS3(!!. BLOCKS TOBE AS'NZS4455 GRADE15 U.N.O.REFERTO DRAWINGS FORLOCATIONS OFBONDBEAMS.

M3

MORTARSHALLCOMPLYWITHAS3(!! ANDSHALL CONSISTOF/ MASONRYUNIT NON LO LOAD BE BE ARI NG LOAD BE BEARING REINFORCED

M4

TIES ANDNOMINAL WALL REINFORCEMENTSHALL BE AS SPECIFIED AND'ORASNOTEDON ARCHITECTURALDRAWINGS.

M"

ALL ANCHORSANDRESTRAINTS CALLEDUP CANBE PURCHASED FROMBRUNSWICKSALESOR ANAPPROVEDE*UIVALENTSUPPLIER. ALLANCHORSMUSTBE FI%EDIN STRICT ACCORDANCE WITHTHE MANUFACTURERSRECOMMENDATIONSAND INACCORDANCE WITH AS'NZS2"$$ ANDAS3(!!.

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VERTICAL CONTROL OINTS SHALL BEAT LOCATIONSAS SHOWNON ARCHITECTURAL DRAWINGS WITHAMA%IMUMSPACING OF" AND SHALL BE KEPTFREE OFNONCOMPRESSIBLEMATERIAL. ALL GAPS ARETO BE BUILT TOA TOLERANCE OF#!,03& ALL GAPS ARE TOBE FILLEDWITHCOMPRESSIBLEE%PANDABLEFILLER.REFER ALSO ARCHITECTS SPECIFICATIONFOR FIRERATEDWALLS. GREAT CARE MUSTBE TAKENTO ENSURETHATMORTARDROPPINGS AND OTHERHARDMATERIALSDONOT FALLORREMAINI NTHE CONTROL OINTS. POLYSTYRENE TOBE PLACEDIN ALL VERTICAL OINTS DURINGCONSTRUCTIONOF MASONRYTOAVOIDMORTAR DROPPINGSFILLING THEOINTS.

PC11CONCRETE COVERTO REINFORCEMENTON E%POSEDFACE 25AT REBATESUNLESSNOTED OTHERWISE. CONCRETECOVER ONINTERNALFACE25. TOLERANCE05, !UNLESSNOTEDOTHERWISE. PC12EACH FABRICWIRECUT TO ALLOW PLACEMENTOF FITMENTSSHALLBE REPLACEDWITH 1N12 BARLAPPING45!EACHEND WITHMESH WIRES.

PC14ALL FITMENTSAND CASTIN FI%INGSWHICHWILL BE E%POSEDTO THE WEATHERAFTERCONSTRUCTIONSHALLBE HOTDIP GALVANISEDIN ACCORDANCE WITHAS1214 ANDAS'NZS4")! UNLESSSHOWN OTHERWISE. TOP SURFACELI FTING INSERTS LEFT FINALLY E%POSED SHALL BE STAINLESS STEEL. NO INSERTS OTHERTHANTHOSE AS SPECIFIEDONARCHITECTS DRAWINGS ANDAPPROVEDSHOP DRAWINGSSHALLBE SHOTFIRED, OR DRILLEDINTO THE UNITS WITHOUT APPROVALOF THE SUPERINTENDENT.

PC15ALL FERRULES SHALLBE ZINCPLATEDAND SHALLHAVE N12 6 35! LONG HAIRPINS THROUGHBASE OF FERRULE. CAST IN PLATES ANDPANEL CONNECTIONSTEELWORKSHALL BESANDBLASTEDTO CLASS 2.5FINISH ANDHOT DIPPEDGALVANISED. NO SUCHFITTINGSHALL BE CUT OR MODIFIEDONSITE WITHOUTTHEPRIORAPPROVALOF THEENGINEER. ALLE%POSEDFITTINGS ONFACES OFPANELSSHALLBEHOT DIP GALVANISEDUNLESSNOTEDOTHERWISE. PC1"PROVIDE FIRE RETARDANT COATINGSTO E%POSEDPRECAST CONNECTIONSAS RE*UIREDBY THERELEVANTBUILDINGSURVEYOR ANDFIRE ISOLATIONRE*UIREMENTS. HANDLINGANDERECTION PC1(IF CRANESARE TO BE LOCATEDON SLABDURING ERECTION,DETAILS SHALL BE SUBMITTEDTO THEENGINEERPRIORTO POURING GROUND FLOORSLAB. PRIORTO LIFTING OFANY WALL PANELSTHE MANUFACTURERORCONTRACTORSHALLPROVIDETO THEENGINEER ALLRELEVANTCRANE WHEELANDOUTRIGGERLOADINGTO BE APPLIED ONTHE FLOORSLABAND SHALLPROVIDE LOADSPREADINGAS DIRECTEDBYTHE ENGINEER.

THEERECTIONCONTRACTORSHALLBERESPONSIBLEFORALL TEMPORARY BRACINGNECESSARYTOSTABILISETHE STRUCTURE DURING ERECTIONAND LEAVEINPLACE UNTILPERMANENT BRACING ELEMENTS ARE CONSTRUCTED.

3

SHOP DETAILDRAWIN L DRAWINGSSHALLBESUBMITTEDINHARDCOPY FORMAT TO THEENGINEERA MINIMUMOF 14 DAYS PRIORTO THE SCHEDULEDFABRICATIONDATE.REVIEW OF SAMESHALL BE OBTAINEDBEFORECOMMENCINGFABRICATION. REVIEWWILL NOT COVERDIMENSIONSOFLAYOUT. ONLYONESET OFSHOP DRAWINGS WILLBE RETURNED.

4

PRECAMBERTOSTRUCTURAL STEELHORIZONTALMEMBERS, BEAMS, LINTELS,TRUSSES, PORTALS ETC. TOBE 5FOREVERY 2!!!SPANUNLESSOTHERWISENOTED.

5

FORDETAILS OFAPPLIEDFINISHES TO ALL STEELWORKREFERTO ARCHITECTS DRAWINGSAND SPECIFICATION.

"

FILLET WELDSSHALL BEATLEAST "FILLET CONTINUOU N UOUSFOR THEFULL CONTACTOFTHE MEMBERUNLESSNOTEDOTHERWISE. ALLBUTT WELDSSHALLBE FULL STRENGTHCOMPLETE PENETRATION WELDS. ELECTRODES SHALL COMPLY WITH AS1554 #BE4$%% UNLESSNOTED OTHERWISE&.ALLWELDS SHALLBE CATEGORYSP #STRUCTURALPURPOSE&IN ACCORDANCEWITH AS'NZS1554 UNLESSNOTEDOTHERWISEAND WELDING SHALL BE PERFORMEDBY E%PERIENCEDOPERATORS.

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BOLTSAREDESIGNATEDONTHEDRAWINGSBY THENUMBER,DIAMETER, GRADEANDTIGHTENINGPROCEDUREIN ACCORDANCEWITH ASIBOLTING PROCEDURES#STANDARDISEDSTRUCTURALCONNECTIONS&. ALLBOLTS SHALL BECOMMERCIALGRADETO AS1111 ORHIGH TENSILETOAS1252.

LOADBEARINGWALLS SHALLHAVEFULLBED OINTS. OINTS SHALL HAVE SHALLOW TOOLING ASIN :IRONED: OINTSBUT NO RAKINGOUT OFOINTS. THE CONTRACTORIS TO TAKE PARTICULARCARE TO ENSURE THAT ALLPERPENDS ANDBEDS ARE PROPERLYFILLEDW ITH MORTAR.

M5

PC$ WHEREPOSSIBLE FABRICINPANELS SHALLBEOF ONESHEET.

CAST INITEMS PC13LIFTING FI%INGS THE BUILDERSHALL SUPPLYANDFIT LIFTINGFI%INGS AS RE*UIRED. THESE SHALL TAKE THE FORMOFCAST IN CABLES OR FERRULES. THEY SHALL NOTBE LOCATEDINTHE FACE WHICHIS E%POSEDTOVIEW INTHE FINALCONDITIONANDAFTER USESHALL BE PROTECTEDTO AVOIDCORROSIONANDSTAINING.

MORTARCOMPOSITION #CEMENT / LIME / SAND& 1/1/" 1 / !. !.5 / 4.5 1 / !.25 /3 /3

M)

ALLWALL FINISHESMUST BEOINTEDAT MASONRY CONTROL OINTS TO PREVENTUNCONTROLLEDCRACKSIN THEWALL FINISHES.

M$

ALLSTEELWORK PROECTING INTOCAVITIESSHALL BEGALVANISED UNLESS NOTEDOTHERWISE. REFERARCHITECTFOR LINTEL SPECIFICATIONUNLESS NOTEDOTHERWISE.

M1! CONCRETE BEAMS ANDSLABSTO BESEPARATEDFROMSUPPORTING MASONRY BY2 LAYERS OFMALTHOIDOR SIMILARONTOP OF MORTAR LEVELING SCREED. TOP ROW OFLOADBEARINGBLOCKWORKSHALL BESOLIDBLOCKS. M11 NONLOADBEARING WALLS SHALL BE KEPT 2!CLEAROFTHE UNDERSIDE OFFLOORS AND2! CLEAROFTHE UNDERSIDEOF SHELF ANGLES UNLESS OTHERWISE NOTED. M12 UNLESSAPPROVEDOTHERWISE,PROVIDE CLEANOUTBLOCKS ATTHE BASE OFGROUT FILLEDWALLS ANDAT THE BASE OFEACH GROUT POUR. ALL E%CESSANDLOOSEGROUTIS TO BE REMOVEDPRIORTO FILLING THEVOIDS. M13 CONCRETE TO REINFORCEDMASONRY SHALL BE MINIMUM2! MP-, 1!MA%IMUMAGGREGATE,23!MA%IMUMSLUMP, IN12!! MA%IMUMLIFTS, CLEANOUTOPENINGSSHALLBE PROVIDEDATBASE OFREINFORCEDWALLS AT 24!!CTS. MA%IMUMFOR REINFORCED CAVITY WALLSANDAT EACHREINFORCINGBARFOR REINFORCED BLOCKWORK WALLS. CAVITY SHALL BECLEANEDOFALL MORTAR PRIORTO PLACEMENT OFGROUT. GROUTSHALL BE THOROUGHLY COMPACTEDBY RODDINGANDTAMPING.

M14 ALLCAVITIES BELOW GROUNDLEVELSHALL BE FILLEDAS PERNOTE M13 ABOVE.

ALLWORKMANSHIPANDMATERIALSSHALLBE INACCORDANCE WITH AS41!!. UNLESSNOTEDOTHERWISEALL STEELSHALLASA MINIMUMBEIN ACCORDANCE WITH/ AS'NZS3"($ GRADE3!!0FORROLLEDSECTIONS AS11"3 GRADE 35!FORRHS'SHS SECTIONS AS11"3 GRADE 35!FORCHSSECTIONS AS'NZS3"($GRADE 35!FORALL HIGHSTRENGTHSTEEL

2

PC22ALL PANELS TO ACHIEVECONCRETE GRADE 25MP- MINIMUMATTIME OFLIFTING. REFERALSO TONOTEPC4.

PC) REINFORCEMENT INCONCRETE PANELSSHALLBE INSPECTEDBY THE CLIENTSREPRESENTATIVEPRIOR TO POURING.

PC1!BAR CHAIRSUSEDTO SUPPORT REINFORCEMENTPANELS ARE TO BE NONMETALLIC.

STEELWORK 1

PC1)LEVEL ANDPOSITIONPANELSIN THEIRFINAL POSITIONUSING PATENTEDPLASTICSHIMSAND2!THICK CONTINUOUSGROUT BED.

COMMERCIALGRADEBOLTS........................................................ ................4."'S HIGHTENSILE BOLTS SNUGTIGHT............................................................).)'S HIGH TENSILE BOLTS BEARING CONNECTION, FULLYTENSIONED... ).)'TB HIGHTENSILEBOLTS FRICTIONCONNECTION,FULLY TENSIONED...).)'TF REFERTO AS 41!! FOR THE PREPARATIONOF THE MEMBERCONTACT SURFACES OFBEARINGAND FRICTIONCONNECTIONS.BOLTSSHALL BE TENSIONEDIN A CONTROLLEDMANNERTO THE RE*UIREMENTSOF AS41!!. WHEREFULLYTENSIONEDBOLTSARERE*UIREDLOADINDICATING WASHERS ARE TO BE USED.ALL BOLTS HOLES SHALLBE 2 LARGER THANTHENOMINATEDBOLTDIAMETERUNLESSNOTED OTHERWISE. )

UNLESSNOTEDOTHERWISE WELDS SHALL BE" CONTINUOUS FILLET. BOLTS SHALL BEM2! ).)'S, MINIMUM2 BOLTS PER CONNECTION, CLEATS ANDGUSSETS1!THICK. ALL WELDS TOBE CLASSSP.

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PURLINCLEATS SHALL BE)PLATES," CFW + 2M124."'S BOLTS UNLESSNOTEDOTHERWISE.

1!

ALLSTEELWORKBELOW GROUNDSHALLBEWRAPPEDWITHSL"2 REINFORCEMENTANDENCASEDIN $!MINIMUMTHICK CONCRETE ALL AROUND.REINFORCEMENTSHALL BE PLACED25CLEAROF STEEL. CONCRETE ENCASING SHALL PROVIDE5! MINIMUMCOVERTO REINFORCEMENT.

11

BASE PLATEGROUT FORSTEELWORK SHALLBEAFTEK%L GROUT1!! ANDSHALLHAVEA MINIMUM2) DAY CHARACTERISTICSTRENGTHOF 3!MP-.THE CONSISTENCY SHALL BE SUCHTHAT IT CANBE RAM PACKEDTIGHTTO PROVIDEUNIFORMBEARING UNDERTHE ENTIRE SURFACEOF THESTEELWORK. GROUTBETWEENNEW STEELWORK ANDE%ISTING SLABSSHALLBE APPROVEDNONSHRINK GROUT. EDGES SHALL BETROWELLEDTO ASMOOTHFINISH WHEREE%POSED.

12

WELDEDCLEATS SHALLBE PROVIDEDBY THE FABRICATORFOR CONNECTIONOF TIMBERWORK. USE "CLEATS AND2M124."'S BOLTSORM12 4."'SBOLTS AT )!!CTS. UNLESS NOTED OTHERWISE.

13

CLEATS,BRACKETSAND DRILLINGSFORARCHITECTURAL FI%INGSSHALL BEPROVIDEDBY THEFABRICATOR.

14

THECONTRACTORSHALLBERESPONSIBLE B LEFORFI%INGOFMASON N GOFMASONRYTIES TO STRUCTURAL STEEL SECTIONS. SEE NOTES REGARDING BRICKWORK ANDBLOCKWORK.

15

SHELFANGLES,LINTELS ANDALL BOLT FI%INGSTO E%TERNALWALLS SHALL BEHOT DIPPEDGALVANISED.

1"

THEENDSOFALLTUBULARMEMBERSSHALLBE SEALEDWITHNOMINAL THICKNESSPLATES ANDCONTINUOUSFILLETWELDUNLESSNOTED OTHERWISE.

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UNLESSOTHERWISESPECIFIEDALL STEELWORKSHALL HAVEONE SHOP COATOFZINC PHOSPHATE PRIMERTO AS'NZS2312.MEMBERS TO BE ENCASEDINCONCRETE, GALVANISED,FIRE SPRAYEDOR).)'TF BOLTEDCONNECTIONS SHALL NOT BE PAINTEDIN THESE AREAS. TOUCH UP AFTERERECTIONASNECESSARY. ALL PAINTING SHALLBEDONE ON CLEANDRY SURFACES FREE FROMRUST, SCALEAND GREASE. ALL DAMAGEDPAINTWORK,NUTS, BOLTS ANDWASHERSAND CLEANSITE WELDSSHALL RECEIVEONE SITE COAT OFZINCPHOSPHATE PRIMER. PAINTCOLOURTO ARCHITECTSSPECIFICATION.

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ALLE%TERNALSTEELWORKISTOBE HOTDIPGALVANISED. GALVANISEDMEMBERSSHALL CONFORMTOAS1214AND AS'NZS4")!. PREPARATIONANDPRETREATMENTOFSURFACESSHALLBE IN ACCORDANCEWITH AS1"2(. ANYDAMAGEDGALVANISEDSURFACE SHALL RECEIVE ONESITE COAT OFAPPROVEDZINCEPO%Y PAINT.

1$

THEPROTECTIVESTEELWORKFINISHES GIVENABOVEARE TO BE PROVIDEDAS A MINIMUMFORNORMAL APPLICATIONS UNLESS OTHERWISESPECIFIED.IN ALLINSTANCESTHEADOPTEDFINISHES ARETO BECAREFULLY SELECTEDANDAPPLIEDTO PROVIDE APPROPRIATECORROSIONPROTECTIONTO SUIT THE E%PECTED ENVIRONMENT ANDINTENDEDUSE OFTHE STRUCTURE. THE DETAILS OFTHESELECTEDFINISHESARE TO BE PROVIDEDTO THE ARCHITECT AND'ORRELEVANTBUILDINGSURVEYORFORREVIEW PRIORTOAPPLICATION.

TIMBER FRAMING MEMBERS STUDS/ TF1 SINGLESTOREY/ UP TO 2(!! $! 645 MGP1! PINEAT 45!MA%. CTS  N OT CH ED 2 !  FO FO R BR BR AC IN G.  2 RO W SO F N OG G IN S E *U AL LY S P AC ED 2(!!  3!!!  $! 645 MGP1! PINEAT 45!MA%. CTS  2 RO W SO F N OG G IN S E *U AL LY S P AC ED 3!!!  3(!!  $!6 45 F1( KDHW AT 45!MA%.CTS.  3 RO W SO F N OG G IN S E *U AL LY S P AC ED

TF2 DOUBLESTUDS/ U P TO 2 (! !   2 N 8 . $! 6 4 5 MG P 1! P IN E ST UD S 2(!!  4!!!  2N8. $! 6 45F1(KDHW STUDS ALLTIMBERLINTELS TOSIT ONDOUBLE STUDS.NAILLAMINATED INACCORDANCE WITHAS1")4. REFERNOTE TF4.

brogue.com.au

(03) 94162092 FI%WALL ENDSTUDSTO MASONRYWALLSWITHM1! DYNABOLTS ATTOP,BOTTOMAND AT15!! MA%IMUMCENTRES TYPICAL. WALLPLATES/ TF3 SINGLE STOREY/ TOPPLATE 45 6 $!MGP1! PINE NOTTRENCHED. BTMPLATE 456 $!MGP1!PINENOT TRENCHED FI%EDTO SLABWITH M1! DYNABOLTS AT$!!MA%.CTS.

TF4

TF5

STUDSATSIDE OFOPENINGS#U.N.O.&/ OPENING WI WI DTH STUDS/ UP TO 12!!  2 N 8. $! 6 45 45 MG MG P1! PI PI NE 1 2! !  TO TO 1) 1) !!  2 N8 N8 . $ !6 4 5 M GP 1! P IN IN E 1 )! !  TO TO 24 24 !!  2 N8 N8 . $ !6 4 5 M GP 1! P IN IN E 2 4! !  TO TO 3 "! !  2 N 8. $! 6 4 5 F 1( K DH W WALL BRACING/ BRACINGOFALL STUDWALLSTO BE INACCORDANCEWITH AS1")4THE RESIDENTIAL TIMBERFRAMEDCONSTRUCTION MANUALS, SECTION).!

FI%INGRE*UIREMENTS/ TF" GENERAL/ REFERTO SECTION$.!OF AS1")4 OFTHERESIDENTIAL TIMBER FRAMEDCONSTRUCTIONMANUALSFOR TYPICALFI%ING RE*UIREMENTS. MINIMUMOINTRE*UIREMENTSFORSHEET ROOFSTRUCTURES/  OI NT O R M EM BE R

M IN IM IM UM F I% I% IN IN G DE TA IL S CIENT

RAFTERS+ PURLINS

METALSTRAPS,APPROVEDFRAMING ANCHORSORE*UIVALENT SHALL BE USED TOTIE RAFTERSTOTOP WALL PLATESTO STUDS#ORRAFTERSDIRECTLY TOSTUDS& WITHA MINIMUMOFTHREE3!6 3.15DIA. NAILS ORCLOUTS INTO THE SIDE GRAINOF EACHMEMBER. MA%IMUMSPACINGOF FASTENINGSSHALLBE 1)!!ORTHREE STUDSSPACINGS,WHICHEVERISLESSER.

LARGESPANROOF MEMBERS#SUCHAS TRUSSESORROOF BEAMS OFSPAN "!!ORGREATER&.

AS FORRAFTERS +PURLINS, SPACINGOFFASTENINGSSHALL NOTE%CEEDTHESPACING OFTHE ROOFMEMBERS.

Ce4ar 5ea%6Gro$7

ARC!ITECT

FI%INGFORSTRUCTURESINAREAS SUBECTTORELATIVELY HIGHWINDS/ TF( FI%INGRE*U N GRE*UIREMENTS. REFERTO SECTION$.! OFAS1")4 RESIDENTIALTIMBERFRAMED CONSTRUCTIONMANUALS FORADDITIONAL INFORMATION TF)

S$i%e&' ()*+(),!ig- S%ree%' T-ornb$r.VIC /*(& P-one:0*/123)3 )/,) PROJECTNORT!

MEMBERSIZESAREBASEDON THE FOLLOWINGLOADWIDTHS FOR #-&TILED ORMETAL ROOFMA%RLW 95.! #& FIRSTFLOORFLW 9 3." 

REVISION ISSUE

D A TE

P&

* &9 *) 9& 3

D E SC R P I TO I N

PREI5INAR8I SSUE

PREI5INAR8 NOT FOR CONSTRUCTION PROPOSED APARTMENT DEVELOPMENT 421433HIGHST, NORTHCOTE 1BENT STREET,NORTHCOTE

GENERANOTES+S!EET ,

DATE:

!('!2'14

DESIGNED: TF

DRAWN: RH

C!EC"ED: AP

SCAE:

SI#E:

1/ 1

A1

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NOTE&-

RE ET T EN EN TI ON ON Z ON E

P IL IL ES ES AN AN DP IL IL E SP AC IN IN G

RETENTION ZONE - A

BP1PIERSAT2.4m CTS.(U.N.O.)

MAR

PIER SI ZE

F?@

BP1 BP2

!$$ :$ $

4$ MP+ 4$ MP MP+

SHOTCRETE WALL TYPE

#-N24 BARS BUNDLED7 N12-$$ CLOSED LIGATURES 12 N - 2 #B #BAR SB SBUND LED7 N1 N1 2- $ $C $CL OSED LI LIGATURE S

ALL EXCAVATIONSADJOI NINGAN EXISTING BUILDING ALONG A SITEBOUNDARY OREXCAVATIONS WHICHMAYUNDERMINEAN ADJOINING BUILDING N G MUSTBECONDUCTEDUNDERTHESUPERVISIONOF AGEOTECHNICAL E NGINEER.

REMARS BORED PIERS MI N. PI PILE DE DEPT HO HOF 12 12 mB mBE LOW E% E% CA3 ATI ON LE LE3EL

2.

GEOTECHNICAL ENGINEERTO PROVIDESUPERVISION OFEXCAVATION TO PREVENTDAMAGE TO EXISTING BUILDINGON ADJOINING SITEBOUNDARY.

3.

THEBUILDERSHALLBERESPONSIBLEFORVIBRATIONCONTROLSDURING EXCAVATIONWORKS.

SHOTCRETE WALL SCHEDULE

BP1PIERSAT1.5m CTS.(U.N.O.)

SW1

MAR

THICNESS

F?@

SW1 SW2

15$ 15$

2 MP+ 2 MP+

WITHSHOTCRETEWALLINFILL

A

REINFORCEMENT

SW2

WITHSHOTCRETEWALLINFILL

RETENTION ZONE - B

1.

BORED PIER SCHEDULE

RETENTION SYSTEM SCHEDULE

B

C

REINFORCEMENT RL#1# MWH. RL:1# MWH.

D

COMMENTS SHOTCRETE WALL SHOTCRETE WALL

E

F

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LEEL02 GENERALARRANGEMENTPLAN

LEEL 02  GENERAL ARRANGEMENT PLAN SCALE: 1: 100

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LE-EL 03  GENERAL ARRANGEMENT PLAN A

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NOT FOR CONSTRUCTION PROPOSED APARTMENT DEVELOPMENT 21-33HIGHST) NORTHCOTE 1BENT STREET)NORTHCOTE

LE-EL 04  GENERAL ARRANGEMENT PLAN SCALE: 1: 100


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SCALE: 1: 100

200== THIC POST TENSIONED SLAB U.N.O.6


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NOTES NOTE:

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TYPICAL SUSPENDED FLOOR DETAILS

SLAB SOFFIT STEP DETAIL

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