RESIDENTIALDEVELOPMENT
SS1.THEFABRICATORSHALLBERESPONSIBLEFORSHOPDRAWINGSWHICHSHALLCOMPLYWITHBOTENGINEERINGDRAWINGS.ANYVARIATION SHALLBEAPPROVEDBYBOTENGINEERINGPRIORTOFABRICATION.
SS2.WHERECONNECTIONFORCES(INKILO-NEWTONS)ARESHOWNONTHEDRAWINGS,CONNECTIONSSHALLBEPROVIDEDTOTRANSMITTHESE FORCES.CONNECTIONSSHALLPROVIDEFORAMINIMUMFORCEOF40kN.
SS3.UNO.ALLWELDSTOBE6mmCONTINUOUSFILLETSLAIDDOWNWITHAPPROVEDCOVEREDELECTRODESWITHANOMINALTENSILESTRENGTH OF490MPa..
SS4.UNO.ALLGUSSETPLATESTOBE10mmTHICK.
SS5.UNO.ALLBOLTSTOBEM20-8.8/SIN22mmDIAMETERHOLES.PROVIDEMINIMUMOFTWOBOLTSPERCONNECTION.
SS6.FABRICATORSHALLPROVIDEALLFIXINGSFORARCHITECTURALELEMENTSANDENSURETHEFIXINGDOESNOTADVERSELYIMPACTTHE STRUCTURALINTEGRITYOFTHEOVERALLSTRUCTUREORTHERESPECTIVEELEMENTISBEINGCONNECTEDTOO.
SS7.UNLESSOTHERWISENOTEDCAMBERSHALLBEPROVIDEDTOALLROOFBEAMS,TRUSSES,PORTALS.ATPER2000OFSPAN.NOMEMBER SHALLBEERECTEDWITHNEGATIVECAMBER.
SS8.ALLSTEELWORKBELOWGROUNDSHALLBEENCASEDBYMINIMUM75mmOFCONCRETE.
SS9.CONCRETEENCASEDSTRUCTURALSTEELTOBEWRAPPEDWITHFGW41PLACED25mmCLEAROFSTEEL. PROVIDE50mmMINIMUMENCASING.
SS10.ALLSTEELWORKNOTTOBEENCASEDINCONCRETESHALLBEGIVENONESHOPCOATOFANAPPROVEDPRIMERUNO.FACESOFFRICTION GRIPCONNECTIONSSHALLNOTBEPAINTED.
SS11.THEBOLTINGPROCEDUREDESIGNATEDASFOLLOWS:
-4.6/SREFERSTOCOMMERCIALBOLTSOFSTRENGTHGRADE4.6TOAS1111TIGHTENEDUSINGSTANDARDWRENCH TOSNUG-TIGHTCONDITION.
-8.8/S-REFERSTOHIGHSTRENGTHBOLTSOFSTRENGTHGRADE8.8TOAS1252TIGHTENEDUSINGASTANDARDWRENCHTOA SNUG-TIGHTCONDITION. -
-8.8/TF-REFERSTOHIGHSTRENGTHBOLTSOFSTRENGTHGRADE8.8TOAS1252FULLYTENSIONEDTOAS1511,DESIGNEDASFRICTION TYPEJOINT. -
-8.8/TB-REFERSTOHIGHSTRENGTHBOLTSOFSTRENGTHGRADE8.8TOAS1252FULLYTENSIONEDTOAS4100,DESIGNEDASABEARING TYPEJOINT.
SS12.ALLBOLTSSHALLBEOFSUCHLENGTHTHATATLEASTONEFULLTHREADEXPOSEDBEYONDTHENUTAFTERTHENUTHASBEEN TIGHTENED.
SS13.MINIMUMONEWASHERSHALLBEUSEDUNDERTHENUTINALLSITUATIONS.TIGHTENINGISCARRIEDOUTATTHEHEAD,ANADDITIONAL WASHERSHALLBEUSEDUNDERTHEHEAD.FORSLOTTEDHOLESUSEHARDENEDWASHERUNDERTHENUTANDBOLTHEAD.
SS14.UNO.,ALLMATERIALTOBE
-GRADE300PLUSHOTROLLEDPLATES,FLATS,ANGLESTOAS/NZS3678. -GRADE300PLUSUB,UC,PFCANDANGLES. -GRADE300WB,WC. -GRADEC350L0SHS,RHS,CHS. -GRADE350L0FORALLBENTPLATESANDMEMBERS.
SS15.MANUFACTURERSOFSTRUCTURALSTEELPRODUCEDTOTHEFOLLOWINGAUSTRALIANSTANDARDSMUSTBECERTIFIEDBYACRS (AUSTRALIANCERTIFICATIONAUTHORITYFORREINFORCINGSTEELSLTD)ORANEQUIVALENTTHIRDPARTYPRODUCTCERTIFICATIONSYSTEM ASMAYBEAPPROVEDINWRITINGBYTHESPECIFIER
SS16.SHEARSTUDSSHALLBEWELDEDINACCORDANCEWITHAS1554.2.UNO.ALLWELDSSHALLBE
SS17.HOTDIPPEDGALVANIZINGSHALLBEINACCORDANCEWITHAS4791,AS4792,AS1214,AS4680AS2312
SS18.HOTDIPGALVANSINGMINIMUMCOATINGTHICKNESSOF85MICRONS.
SS19.GALVANIZEDSTEELWORKTHATSITEWELDEDORSUSTAINSANYOTHERFORMOFSURFACEDAMAGEISTOBEPREPAREDTOAS1627.2 CLASSANDPRIMEDWITHCOATSOFGALVANISEORAPPROVEDANAPPROVEDHIGHZINCRICHPRIMERTOMANUFACTURER'S SPECIFICATION.
SS20.WELDINGSHALLBEPERFORMEDONLYBYWELDERSWITHQUALIFICATIONSASDESCRIBEDINAS1554SECTION4.12.2. SS21.WELDINGINSPECTIONSSHALLBEPERFORMEDBYANINDEPENDENTTESTINGAUTHORITYATTHECONTRACTORSEXPENSE.DEFAULTWELD TESTINGSHALLBEASFOLLOWS:ALLTESTINGSHALLBEINACCORDANCEWITHAS1554.1
D1.THESEDRAWINGSARETOBEREADINCONJUNCTIONWITHALLOTHERCONSULTANTS'DRAWINGS,ARCHITECTURALDRAWINGS,STRUCTURAL DRAWINGSANDSPECIFICATIONS
D2.INDICATIVECONFIGURATIONSOFEXISTINGSTRUCTURALELEMENTSREPRESENTEDONTHESEDRAWINGSAREBASEDONINFORMATION PRESENTEDONTHEEXISTINGCONDITIONSFLOORSPLANSPREPAREDBYTHEARCHITECTBASEDONSURVEYDRAWINGS.
D3.THECONTRACTORISRESPONSIBLEFORVERIFICATIONOFEXISTINGSTRUCTURALCONDITIONSPRIORTOCOMMENCEMENTOFDEMOLITIONOF EXISTINGSTRUCTURE.WHEREDISCREPANCIESARISEBETWEENDRAWINGSANDACTUALCONDITIONSENCOUNTEREDONSITE,THE CONTRACTORSHALLCONTACTBOTENGINEERINGFORFURTHERADVICE.
D4.THECONTRACTORMUSTTAKEALLNECESSARYPRECAUTIONSBEFOREANDDURINGDEMOLITIONWORKS.ALLPROPPINGORPROPRIETARY PRODUCTSUSEDDURINGTHEDEMOLITIONORCONSTRUCTIONPHASEMUSTBEINSTALLEDSTRICTLYINACCORDANCEWITHMANUFACTURERS DESIGNSPECIFICATIONSANDDESIGNMANUALS.
D5.ALLDEMOLITIONWORKSARETOBECARRIEDOUTACCORDANCEWITHAPPROVEDSEQUENCESTHATMAINTAINSTHESTRUCTUREINASAFE ANDSTABLECONDITIONATALLTIMES.
D6.ALLELECTRICALCABLESANDOTHERSERVICESSHALLBEDISCONNECTEDPRIORTOTHECOMMENCEMENTOFDEMOLITIONWORKS.
D7.THEWORKSITENEEDSTOHAVEADEQUATEPERIMETERPROTECTIONTOPREVENTUNAUTHORISEDPUBLICACCESSANDENSUREALL ADJOININGPROPERTIESAREADEQUATELYGUARDEDFROMLOOSEDEBRIS.
D8.PROPPINGANDSCAFFOLDSOLEPLATESMUSTBESIZEDTOEVENLYTRANSFERTHEAPPLIEDLOADSTOTHEFOUNDATION.
D9.ENSURETHATALLADJUSTABLEBASESORBASEPLATESAREINFULLCONTACTWITHTHEIRSUPPORTS.
D10.ITISRECOMMENDEDTOHAVENOTICESDISPLAYING'DANGERDEMOLITIONWORKSINPROGRESS'ORSIMILARARETOBEFIXED TOTHEHOARDING.
D11.THEEXTENTOFTHEDEMOLITIONOFEXISTINGSTRUCTURE(REPRESENTEDONTHESEDRAWINGS)ISINDICATIVEONLY.THECONTRACTORISTO REFERTOTHEARCHITECTURALDRAWINGSFORALLDIMENSIONALANDSETOUTINFORMATION.
D12.THEDEMOLITIONDRAWINGSPREPAREDBYBOTENGINEERINGSHOWTHEGENERALEXTENTOFDEMOLITIONANDIDENTIFIESWHERE PERMANENTSUPPLEMENTARYSUPPORTSTRUCTUREISREQUIREDTOFACILITATEDEMOLITIONANDTOMAINTAINTHESTRUCTURALINTEGRITY OFTHEEXISTINGSTRUCTURETHATREMAINSAFTERTHEDEMOLITIONWORKHASBEENCOMPLETED.
D13.NOWALL,CHIMNEYOROTHERSIMILARSTRUCTURESHALLBELEFTUNSUPPORTEDINSUCHADANGEROUSCONDITIONITMAYCOLLAPSEDUE TOWINDORVIBRATIONS.
D14.TEMPORARYPROPPINGDESIGNEDBYBOTENGINEERINGSHALLBEINSTALLEDWHERENECESSARYTOSUPPORTANYSTRUCTURALELEMENTS WHERETHEEXISTINGCONDITIONSHAVEBEENALTEREDDURINGTHEDEMOLITIONPHASE.
D15.THECONTRACTORISTOCO-ORDINATETHELOCATIONSIZEOFSERVICESPENETRATIONSPROVIDESETOUTFORREVIEWBYTHE STRUCTURALENGINEERPRIORTODEMOLITION.
D16.ITISTHECONTRACTOR'SRESPONSIBILITYTOUSEAPPROPRIATEDEMOLITIONSEQUENCES,PROCEDURESANDMETHODSTOENSURETHAT DEMOLITIONWORKSDONOTDISTURBORADVERSELYIMPACTTHESTRUCTURALINTEGRITYOFANYADJOININGPROPERTY.
D17.THECONTRACTORSHALLENSURETHESTRUCTUREREMAINSINASTABLECONDITIONATALLTIMES.
D18.ITISTHECONTRACTOR’SRESPONSIBILITYTOSECUREALLLOOSEANDUNSTABLEBUILDINGCOMPONENTSDURING THEDEMOLITIONPROCESS
D19.STRUCTURALELEMENTSTHATRESULTEXPOSEDREINFORCEMENTBEINGVISIBLEARETOBEPROTECTED/COATEDBYHIGHSTRENGTH EPOXYOREQUIVALENTPRODUCT.
TW1.TEMPORARYWORKSREQUIREMENTSDURINGCONSTRUCTIONPHASETHERESPONSIBILITYOFTHECONTRACTORANDDOESNOTFORMPART OFBOTENGINEERINGDESIGNPACKAGEUNLESSSEPARATELYAGREED.
TW2.THEDESIGN,FABRICATION,ERECTIONANDREMOVALOFALLTEMPORARYWORKSSHALLBETHERESPONSIBILITYOFTHECONTRACTOR BUILDERANDISTOBEDESIGNEDANDDOCUMENTEDBYSUITABLYQUALIFIEDENGINEER.
TW3.THEDESIGNMUSTCONSIDERTHETEMPORARYSTABILITYOFTHEPARTIALLYCOMPLETEDSTRUCTUREANDADJACENTINFRASTRUCTURE TAKINGINTOACCOUNTALLEXISTINGANDPROPOSEDBELOWGROUNDSERVICESANDAREAS.
TW4.PRIORTOCOMMENCINGTHEWORKSTHEBUILDER/CONTRACTORISTOINSTALLALLNECESSARYTEMPORARYSOLUTIONSANDBRACINGTO MAINTAINSTRUCTURALSTABILITYDURINGTHEWORKSANDTOENSURETHATTHESTRUCTUREDOESNOTBECOMEOVERSTRESSED, UNSTABLEORDAMAGEDDURINGTHEWORKS.
TW5.IFTHEREISREQUIREMENTTOTRANSFERLOADSINTOTHEPERMANENTSTRUCTURESTANYTIMEDURINGTHECONSTRUCTIONPHASE,THE BUILDER/CONTRACTORSHALLCOORDINATETHEPROPOSEDTEMPORARYDESIGNSOLUTIONANDPROVIDEENOUGHINFORMATIONAND COMPUTATIONSFORAPPROVALBYBOTENGINEERINGTHATTHEPERMANENTSTRUCTURECANADEQUATELYSUPPORTTHEINDUCEDLOADSIN
SS22.BUILDER/CONTRACTORTOALLOWFORTRIMMINGPURLINSTOHIPS,VALLEYS,OPENINGSTHATISNOTDIRECTLYSHOWNONPLANS.
SS23.REFERTOARCHITECTURALSPECIFICATIONSFORDURABILITYANDPAINTTREATMENTOFALLEXPOSEDSTEELWORK.UNO.ALLEXPOSED STEELWORKANDSTEELWORKINPOTENTIALLYCORROSIVEENVIRONMENTSHALLBEHOTDIPGALVANISED.
SS24.STEELWORKFIRERATINGREQUIREMENTSARETOMEETTHOSESPECIFIEDBYTHEBUILDINGSURVEYOR.
SS25.THESTRUCTUREHASBEENDESIGNEDFORTHEFINALCONDITIONONLY.ISTHEBUILDERS/CONTRACTOR'SRESPONSIBILITYTOENSURETHAT DURINGCONSTRUCTIONTHESTRUCTUREISMAINTAINEDINASTABLECONDITIONANDNOPARTOFTHESTRUCTUREISOVERSTRESSEDOR OVERLOADED
SS26.SUBSTITUTIONSFORSTEELSECTIONSSHOWNONDRAWINGSSHALLNOTBEMADEWITHOUTTHEWRITTENAPPROVALOFTHE SUPERINTENDENT.
SS27.ALLDETAILS,GAUGELINESETC,WHERENOTSPECIFICALLYSHOWNARETOBEINACCORDANCEWITHTHELATESTEDITIONOFTHEASIDESIGN CONNECTIONHANDBOOKANDASIDESIGNGUIDES.
SS28.ALLSTEELWORKSHARP/ROUGHEDGESTOBEGROUNDBACKTOSMOOTHSURFACE.
PRECASTWALLSCHEDULE(LOAD-BEARING)
RETAININGWALLSCHEDULE
PRECASTWALLSCHEDULE(LOAD-BEARING)
WALLSCHEDULE
SHED-FOUNDATIONANDFOOTINGPLAN
SCALE1:100INA0
SHED-GROUNDFLOORGENERALARRANGEMENTPLAN
SCALE1:100INA0
SHED-ROOFGENERALARRANGEMENTPLAN
SCALE1:100INA0
EXCAVATIONAREENCOUNTERED THEENGINEERSHALLBEADVISEDIMMEDIATELYANYGROUNDWATERISENCOUNTERED ONSITE,SOTHATADECISIONCANBEMADEASTOWHETHERLOCALDE-WATERINGIS REQUIRED GROUNDCONDITIONNOTES
GRIDLINEDIMENSIONSHAVEBEENSHOWNONLYASAGUIDEDURINGDESIGN DOCUMENTATIONSTAGE.FORALLDIMENSIONSANDSETOUTREQUIREMENTSREFERTO ARCHITECTURALDRAWINGSONLY.BOTDRAWINGSANDTHEDIMENSIONSSHOWNON THEPLANSARENOTTOBERELIEDONATANYTIME. REFERTOARCHITECTURAL'SFORALLFALLS,STEPS,LEVELS,INSULATIONAND WATERPROOFINGREQUIREMENTS. THECONTRACTOR/BUILDERANDALLCONSULTANTSARERESPONSIBLEFOR MAINTAININGTHESTRUCTUREANDANYADJACENTSTRUCTURESINSAFEANDSTABLE