Departmentof Infrastructure, Local Government and Planning

DA Form 1- Developmentapplication details

Approved forrn (version 1.0 effective 3 July 2017) made under section 282 of the PlanningAct 2016.

This form mustbe used to make a developmentapplication involving code assessment or impact assessment,exceptwhen applying for developmentinvolving building work.

For a developmentapplication involving building work only, use DA Form 2.-.Buildingwork details.

For a development application involving building work associatedwith any other type of assessabledevelopment,use this form (DA Form 1) and parts 4 to 6 of DA Form 2 - Buildingwork details.

Unless stated otherwise,all parts of this form must be completed in full and all requiredsupporting informationmustaccompanythe developmentapplication.

One or more additionalpagesmay be attachedas a scheduleto this developmentapplication if there is insufficientspaceon the form to includeall the necessary information.

Note: All terms used in this form have the meaninggiven under the Planning Act 2016, the PlanningRegulation2017, or the DevelopmentAssessment Rules (DA Rules).

PART 1

- APPLICANTDETAILS

1) Applicant details

App|icant name(s) (individualor companyfuit name) 6 ,

Contact name (onlyapplicable forcompanies)

Postaladdress(P.O.Boxorstreetaddress)

Suburb

State

Postcode

Country

Contactnumber

sU

Email address (non-mandatory) if $ I- CC (n

Mobile number (non-mandatory)

Fax number (non-mandatory)

Applicant's referencenumber(s) (ifapplicable)

2) Owner'sconsent2.1) Is written consent of the owner required for this developmentapplication?

s - the written consent of the owner(s) is attached to this developmentapplicationO No --. proceed to 3)

PCSEbiTERED l.d

QueenslandGovernment

Departmentof Infrastructure,Local Government and Planning

PART 2 - LOCATION DETAILS

3) Location of the premises (complete3,1) or 3.2),and 3.3) as applicable)Note:Provide details below andattach a site plan forany orali premisespartof the developmentapplication. For further information,see DA FormsGuide: Relevant plans.

3.1) Street addressand 1ot on plan

O Streetaddress AND lot on plan (alliotsmustbelisted), orO Street addressAND lot on plan for an adjoiningor adjacentproperty of the premises (appropriatefordevelopmentin waterbut adjoiningoradjacentto land e.g. jetty, pontoon; all fots must be listed).

Unit No. Street No. Street Name and Type Suburb

a) Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local GovernmentArea(s)

Unit No. Street No. Street Nameand Type Suburb

b) .

Postcode Lot No. Plan Type and Number (e.g.RP, SP) Local GovernmentArea(s)

11 SPZol4133.2) Coordinatesof premises (appropriatefordevelopmentin remote areas, overpart ofa lot or in waternot adjoiningor adjacent to land e.g.

channel dredging in Moreton Bay)Note·Place each set of coordinatesin a separatetow. Only one set ofcoordinates is requiredfor this part.

O Coordinates of premises by longitudeand latitude

Longitude(s) Latitude(s) Datum Local GovernmentArea(s) (if applicable)

O WGS84O GDA94

O Other:

O Coordinates of premises by easting and northing

Easting(s) Northing(s) Zone Ref. Datum- Local GovernmentArea(s) (if applicable)

O 54 O WGS84

0 55 O,GDA94

0 56 O Other:

3.3)Additional premises

O Additional premisesare relevant to this developmentapplicationand their details have been attached in a scheduleto t *

applicationNot required

4) Ide,nn.tifyany of the followingthat apply to the premisesand provide any relevantdetails

n or adjacentto a water body or watercourseor in or above an aquiferName of water body, watercourseor aquifer: cf ??kO On strategicport \and under the Transport Infrastructure Act 1994

Lot on plan description of strategic port land:

Name of port authority for the lot:

O In a tidal areaNameof locakgovernment

.fgthe tida\ area (ifapplicable)

Name of port authority for tidal area7/fappÃcbi'e) 1

O On airport land under the AirportAssets (Restructuring and Disbosal)Act 2008

Name of airport: _. --O Listed on the Environmental ManagementNegisfer (EMR) under the Environmental Protection Act 1994

EMR site identification:

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DA Form 1- DevelopmentApplication details

Versbn 1 0-.3 JWy 2017

Department of Infrastructure,Local Governmentand Planning

O Listed on the Contaminated Land Register (CLR) under the EnvironmentalProtectionAct 1994

CLR site identification:

5) Are there any existing easementsover the premises?Note: Easement uses vary throughout Queenslandandare to be identifiedcorrectlyandaccurately. For furtherinformationon easements and howtheymay affectthe proposeddevelopment, see DA Forms Guide.

O Yes-All easement locations, types and dimensionsare included in plans submittedwith this development' application

o

PART 3 - DEVELOPMENTDETAILS

Section 1

- Aspects of development6.1) Providedetails about the first development aspeçt

a) t is the type of development? (t/ckonly one box)

Materia1changeof use O Reconfiguring a lot O Operational work O Building workb) W t is the approval type? (t/ckonlyone box)

Developmentpermit O Preliminary approval O Preliminary approval that includes

a variation approval

c) W at is the level of assessment?Code assessment O Impactassessment (requimspublic notification)

d) Provide a brief description of the proposal (e.g. 6 unitapartmentbuildingdefinedas matti-unitdwelling, reconfigurationof 1 tot intoalots)

e) Relevant plansNote: Relevant plansare requiredto be submittedforall aspectsof this development application. For further information, see DA Forms quide:Relevant plans.

Relevantplans of the proposed developmentare attached to the developmentapplication

6.2) Provide details about the second development aspect

a) What is the type of development? (t/ckonlyone box)

O Materialchange of use O Reconfiguring a lot O Operational work 91fuídingwork

b) W at is the approval type? (t/ck onlyone box)

evelopment permit O Preliminary approval O Preliminary approval that includes a variationapproval

c) What is the level of assessment?Code assessment O Impact assessment (requies public notification)

d) Provide a brief description of the proposal (e.g. 6 unit apartmentbuilding definedas multi-unit dwetting.?configuration of 1 tot into 3 tots)

e) Relevant plansNote: Relevant plansare requiredto be submittedforall aspects ofthis developmentapplication.For furtherinformation,see DA Forms Guide:Relqvant plans.

Relevant plans of the proposed development are attached to the developmentapplication

6.3)Additiona1aspects of development

O Add tional aspects of developmentare relevant to this development application and the details for these aspectstha uld be required under Part 3 Section 1 of this form have been attached to this developmentapplication

Not required

Page 3

DA Form 1

- DevelopmentApplicationdetailsVersion 1.0-3 July 2017

Departmentof Infrastructure, Local Govemmentand Planning

Section 2.- Further development details7) Does the proposed developmentapplication involveany of the following?

Material changeof use Øes - complete division 1 if assessable against a local planning instrument

Reconfiguring a lot O Yes - completedivision 2

Operationalwork O Ye - completedivision 3

Bui\ding work es - completeDA Form 2 - Building work details

Division 1- Material change of use

Note: Thisdivision is only required to be completedif any part of the developmentapplicationinvolves a materialchangeof use assessableagainsta localosanninginstrument.

8 1) Describethe proposed materialchange of use

Provide a generaldescription of the Provide the planning scheme definition Number of dwelling Gross floorproposed use (includeeach definition in a new row) units (if applicable) area (m )

.#+ÜepC (if applicable)

8.2) Does the proposed use involve:theuse of existing buildings on the premises?

O Yes

2145

Division 2 - Reconfiguring a lotNote: This division is only required to be completedifany partof the developmentapplication involves reconfiguringa lot.

9.1) What is the total number of existing lots making up the premises?

9.2) What is the nature of the lot reconfiguration? (t/ck all applicableboxes)

OlSubdivision(complete 10)) D Dividing land into parts by agreement(complete11))

DiBoundaryrealignment(complete12)) O]Creatingor changing an easement giving access to a lot froma constructionroad (complete13))

10) Subdivision10.1) For this development, how many lots are being created and what is the intended use of those lots:

Intended use of lots created Residential Commercial Industrial Other, pleasespecify:

Numberof lots created10.2) Will the subdivision be staged?O Yes - provideadditionaldetails below

°No

How manystageswill the works include?

What stage(s)will this developmentapplicationappiy to?

11) Dividing land into parts by agreement - how many parts are being createdand what is the intended use of theparts?

Intended use of parts created Residential Commercial Industrial Other, pleasespecify:

Numberof parts created

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DA Form 1- DevelopmentApplication details

n5 10.-3July 2017

Departmentof infrastructure, Local Governmentand Planning

12) Boundary realignment12.1)What are the current and proposedareas for each lot comprising the premises?

Current lot Proposed lot

Lot on plan description Area (m2) Lot on plan description Area (m27

12.2)What is the reason for the boundaryrealignment?

13)What are the dimensionsand nature of any existing easementsbeing changedand/orany proposedeasement?(attachscheduleif there are more than two easements)

Existing or Width (m) Length (m) Purposeof the easement? (e.g. Identify the land/lot(s)proposed? pedestrian access) benefittedby the easement

Division 3- Operational work

Note: This division is onlyrequired to be completedif anypart of the development application involves operational work.

14.1)What is the nature of the operationalwork?

O Road work O Stormwater O Water infrastructureO Drainage work O Earthworks O Sewage infrastructureO Landscaping O Signage O ClearingvegetationO Other - please specify:

14.2) Is the operational work necessaryto facilitate the creationof new. lots? (e.g. subdivision)

O Yes - specify number of new lots:

O No

14.3)What is the monetary value of the proposedoperationalwork? (include GST, maten'alsandiabour)

PART 4 - ASSESSMENT MANAGER DETAILS

15) Identify the assessment manager(s)who will be assessing this development application

16) Has the local government agreed to apply superseded planning scheme for this developmentapplication?

O Yes -. a copy of the decision notice is attached to this developmentapplicationO Loca1governmentis taken to have agreed to the supersededplanning scheme request - relevantdocumentsatta ed

No

PART 5- REFERRAL DETAILS

17) Do any aspectsof the proposed development require referral for any referral requirements?Note: A,developmentapplicationwillrequire referral if prescribedby the Plann\ng Regulation 2017.

o, there are no referral requirements relevant to any developmentaspects identified in this developmentapplication- proceed to Part 6

Matters requiring referral to the chief executive of the Planning Regulation2017:

Clearing native vegetationContaminated land (unexplodedordnance)

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DA Form 1- DevelopmentAppHcationdetails

Version 1.0-3 July 2017

Departmentoflnfrastructure,Local Government and Planning

Enyironmentally reievantactivities (ERA) (only if the ERA have not been devolved to a local government)

O Fisheries- aquacultureO Fisheries- declaredfish habitat areaO Fisheries - marine plantsO Fisheries - waterwaybarrierworks

Hazardouschemical facilitiesQueens|and heritage place (on orneara queenslandheritageplace)

O Infrastructure- designated premisesO Infrastructure- state transport infrastructureO Infrastructure- state transportcorridorsand future state transportcorridorsO Infrastructure- state-controlledtransport tunnelsand future state-controlled transport tunnels

O Infrastructure- state-controlledroadsO Land within Port of Brisbane'sport limits

O SEQ developmentareaO SEQ regional landscapeand rural production area or SEQ Rural living area - community activityO SEQ regional landscapeand rural production area or SEQ Rural living area - indoorrecreationO SEQ regional landscape and rural productionarea or SEQ Rural living area - residentialdevelopmentO SEQ regional landscapeand rural productionarea or SEQ Rural living area - urban activityO Tidal works or works in a coastal managementdistrict

O Urban design

O Water-related development- taking or interferingwith waterO Water-related development- removing quarry material (from a watercourseorlake)O Water-relateddevelopment- referabledamsO Water-relateddevelopment- constructionof new levees or modificationof existing levees (category 2 or a levees only)

O Wetland protection areaMatters requiring referral to the local government:O Airport land

O Environmentally relevantactivities (ERA) (only ifthe ERA have been devolvedto local government)

O Local heritage placesMatters requiring referral to the chief executiveof the distribution entity or transmission entity:O Electricityinfrastructure

Matters requiring referral to:? The chief executiveof the holderof the licence, if not an individual? The holder of the licence, if the holderof the licence is an individualO Oil and gas infrastructureMatters requiring referral to the Brisbane City Council:O Brisbane core port land

Matters requiring referral to the Minister under the Transport infrastructureAct 1994:Brisbane core port land

O Strategic port land

Matters requiring referral to the relevant port operator:O Brisbane core port land (belowhigh-water mark and within port limits)

Matters requiring referral to the chief executiveof the relevantport authority:O Land within limits of anotherport

Matters requiring referral to the Gold Coast Waterways Authority:O Tidal works, or developmentin a coastalmanagementdistrict in Gold Coastwaters

Matters requiring referral to the QueenslandFire and Emergency Service:

O Tidal works, or development in a coastal managementdistrict

Page S

DA Form 1 -- DevelopmentApplication details

Departmentof Infrastructure,Local Governmentand Planning

18) Has any referralagency provideda referral response for this developmentapplication?

O Yes - referral response(s)receivedand listed below are attached to this developmentapplicationO No

Referral requirement Referral agency Date of referral response

Identify and describe any changes made to the proposed development application that was the subject of the referralresponseand the development applicationthe subjectof this form, or include details in a schedule to this developmentapplication (if applicable).

PART 6- INFORMATION REQUEST

19) Infprmation requestunder Part 3 of the DA Rules

agree to receivean information request if determinednecessaryfor this development applicationI do not agree to accept an informationrequest for this developmentapplication

Note: By not agreeingto acceptan informationrequestI, the applicant, acknowledge:? that this developmentapplicationwillbe assessedand decidedbased on the informationprovidedwhen making this developmentapplicationand

the assessmentmanagerand any referralagencies relevantto the developmentapplication are not obligatedunder the DA Rules to acceptanyadditionalinformationprovidedby the applicantfor the developmentapplicationunlessagreedto by the relevant parties

? Part 3 of the DA Rules will still apply if the applicationis an applicationlisted under section 11.3 of the DA Rules.

Furtheradvice about infonnationrequests is containedin the DA Forms Guide.

PART 7- FURTHER DETAILS

20) Are there any associateddevelopmentapplications or current approvals? (e.g. a preliminaryapproval)

O - providedetails below or include details in a schedule to this development application

List of approval/development Referencenumber Date Assessmentmanagerapplicationreferences

O ApprovalO Development application

O Approval

O Development application

21) Has the portable long service leave levy been paid? (onlyapplicableto developmentapplicationsinvolving building work oroperationalwork)

O Yes - the yellow local government/private certifier's copy of the receipted QLeave form is attachedto thisdevelopmentapplicationO No -

l, the applicantwill provide evidencethat the portable long service leave levy has been paid before the

assessment managerdecidesthe developmentapplication. I acknowledgethat the assessment manager may give adeve pment approval only if I provide evidencethat the portable long service leave levy has been paid

ot applicableAmount paid Date paid (dd/mm/yy) QLeave levy number (A, B or E)

22) Is this development application in responseto a show cause notice or required as a resuit of an enforcementnotice?

O s - showcause or enforcement notice is attachedO

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DA Form 1- DevelopmentApplicationdetails

Ve-sion 1.0-3 July 2017

Departmentoflnfrastructure, Local Government and Planning

23) Further legislativerequirements

Environmentallyrelevantactivities23.1) is this developmentapplicationalso taken to be an application for an environmental authorityfor anEnvironmentallyRelevant Activity (ERA) under section 115 of the Environmental Protection Act 1994?

O Yes - the required attachment(form EM941)for an application for an environmentalauthorityaccompaniesthisdevelopmentapplication,and details are provided in the table below

°NoNote: Applicationforan environmentalauthoritycan be found by searching"EM941"at www.aid.gov.au.An ERA requires an environmentalauthorityto operate. See www.business.ald.gov.aufor further information.

Proposed ERA number: Proposed ERA threshold:

Proposed ERA name:Multiple ERAs are applicable to this developmentapplication and the details have been attached in a scheduleto this developmentapplication.

Hazardous chemicalfacilities23.2) Is this development application for a hazardous chemicalfacility?

D Yes - Form 69: Notificationof a facility exceeding 10% ofschedule 15 threshold is attached to this development

application

°NoNote:See www.justice.ald.gov.aufor furtherinformation.

Clearinq native vegetation23.3) Does this development application involve clearinq native vegetationthat requires written confirmation thechief executive of the VegetationManagement Act 1999 is satisfied the clearing is for a relevantpurpose undersection 22A of the VegetationManagement Act 1999?

O Yes -this development application is accompanied by written confirmation from the chief executiveof theVegetation ManagementAct 1999 (s22Adeterminat\on)

O NoNote: See www.qid.gov.aufor furtherinformation.

Environmentaloffsets23.4) 1s this development application taken to be a prescribedactivity that may have a significant residual impact on a

prescribedenvironmentalmatter under the EnvironmentalOffsetsAct 2014?

°Yes -I acknowledge that an environmentaloffset must be providedfor any prescribed activity assessed as having a

significantresidual impacton a prescribed environmentalmatterO NoNote: The environmentaloffset section of the QueenslandGovemment'swebsite can be accessed at www.ald.cov.aufor furtherinformation onenvironmentaioffsets.

Koala conservation23.5) Does this developmentapplication involvea material change of use, reconfiguringa lot or operationalwork withinan assessabledevelopmentarea under Schedule 10, Part 10 of the Planning Regulation2017?

O Yes

O NoNote: See guidance materialsat www.eho.aid.cov.aufor further information.

Water resources23.6) Does this developmentapplication involve taking or interferingwith artesian or sub artesian water, taking orinterfering with water in a watercourse, lake or spring, taking overland flow water or waterwaybarrierworks?O Yes ~the relevant template is completed and attached to this developmentapplicationO NoNote: DA templatesare avaliablefrom www.dilap.aid.gov.au.

23.7) Does this application involve taking or interfering with adesian or sub artesian water, taking or interferingwithwater in a watercourse, lake or spring, or taking overland flow water under the Water Act 2000?

O Yes -I acknowledgethat a relevant water authorisationunder the WaterAct 2000 may be required prior to

Page nDA Form 1 -- DeveroomentApolication detailr.

e-s'r 1 L3 July 2017

Departmentof Infrastructure, local Government and Planning

commencing developmentO NoNote:Contactthe DepartmentofNaturalResourcesand Mines at www.dnrm.qld.cov.aufor further information.

Marine activities23.8) Does this development application invohreaquaculture,works within a declared fish habitat area or removal,disturbance or destruction of marine plants?O Yes- an associated resource allocationauthority is attachedto this development application, if required undertheFisheries Act 1994O NoNote: See guidancematen·alsat www.daf.qld.gov.aufor further information.

Quarry materialsfrom a watercourseor lake

23.9) Does this developmentapplication involvethe removalof quarry materials from a watercourseor lake underthe Water Act 2000?

O Yes-I acknowledge that a quarry materialallocationnotice must be obtainedprior to commencing development

O No

Note: Contactthe Departmentof NaturalResourcesandMines at www.dnrm.qld.cov.au for further information.

Quarry materialsfrom land under tidal waters

23.10) Does this developmentapplication involve the removal of quarry materialsfrom land under tidal water underthe CoastalProtection and Management Act 1995?

O Yes -I acknowledge that a quarry materia1allocation notice must be obtained prior to commencingdevelopment

O NoNote: Contact the Department ofEnvironment and Heritage Protection at www.ehp.qld.cov.au forfurtherinformation.

Referabledams

23.11) Does this developmentapplication involve a referabledam required to be failure impact assessedundersection 343 of the Water Supply (Safetyand Reliability) Act 2006 (the.WaterSupply Act)?

O Yes- the 'Notice Accepting a Failure impactAssessment' from the chief executiveadministering the WaterSupply

Act is attached to this development applicationO NoNote: See guidancematerials at www.dews.qld.cov.au forfurtherinformation.

Tidalwork or development within a coastal managementdistrict

23.12) Does this development application involve tidal work or development in a coastal managementdistrict?

O Yes - the following is included with this development application:O Evidence the proposal meets the code for assessabledevelopmentthat is prescribed tidal work (onlyrequiredifapplicationinvolvesprescribedtidal work)

A certificateof title

O NoNote:see guidance materials at www.eho.ald.cov.au for further information.

Queensland and local heritagepiaces

23.13) Does this developmentapplication proposedevelopmenton or adjoininga place entered in the Queenslandheritageregister or on a place entered in a local government'sLocal Heritage Register?

O Yes - details of the heritageplace are provided in the table below

°NoNote: See guidancematerialsat www.ehp.ald.gov.aufor informationrequirementsregardingdevelopmentof Queenslandheritageplaces.

Name of the heritage place: Place ID:

Brothels

23.14) Does this development application involve a material changeof use for a brothel?

O Yes - this development applicationdemonstrateshow the proposaimeets the code for a development applicationfor a brothel under Schedule3 of the Prostitution Regulation 2014

O No

Page 9DA Form 1 -- DevelopmentApplicationdetails

Version LO-3 July 201 '

Departmentof Infrastructure, Local Governmentand Planning

Decisionundersection 62 of the Transportinfrastructure Act 1994

23.15) Does this developmentapplication invoive new or changed access to a state-controlled road?

O Yes - this applicationwill be taken to be an application for a decision undersection 62 of the TransportInfrastructureAct 1994 (subject to the conditions in section75 of the Transportinfrastructure Act 1994 being satisfied)

O No

PART 8- CHECKLlST AND APPLICANT DECLARATION

24) Developmentapplication checklistI have identified the assessmentmanager in question 15 and all relevantreferralrequirement(s)in question 17 O YesNote: See the PlanningRegulation 2017for referral requirements

If building work is associatedwith the proposed development,Parts 4 to 6 of Form2- O YesBuildingwork details have been completedand attachedto this developmentapplication O Not applicableSupporting information addressingany applicable assessment benchmarks is withdevelopmentapplicationNote: This is a mandatoryrequirementand includes any relevant templatesunder question 23, a planningreport Yesand any technicalreportsrequiredby the relevantcategorisinginstruments (e.g. local governmentplanningschemes,state Planning Policy, state DevelopmentAssessment Provisions).For further information, see DAForms Guide: Planning ReportTemplate.

Relevant plans of the developmentare attached to this development applicationNote: Relevantplansare required to be submitted forall aspectsof this developmentapplication. For further Yesinformation, see DA Forms Guide: Relevant plans.

The portable long service leave levy for QLeave has been paid, or will be paid before a O Yesdevelopmentpermit is issued (see 21)) O Not applicable

25) plicant declaration

By making this development application, I declarethat all information in this development application is true andcorr

Where an email address is provided in Part 1 of this form, I consent to receivefuture electroniccommunicationsfrom the assessmentmanagerand any referral agency for the development applicationwherewritten informationis

required or permitted pursuant to sections 11 and 12 of the Electronic TransactionsAct 2001Note: It is unlawful to intentionallyprovidefalse or misleadinginformation.

Privacy- Personal information collected in this form will be used by the assessment managerand/or chosenassessmentmanager, any relevant referral agency and/or building certifier (including any professionaladviserswhichmay be engaged by those entities) while processing, assessingand deciding the developmentapplication.All informationrelating to this developmentapplicationmay be availablefor inspection and purchase, and/or publishedon the assessmentmanager'sand/or referral agency'swebsite.Personal informationwill not be disclosedfor a purpose unrelated to the Planning Act 2016, Planning Regulation 2017and the DA Rules exceptwhere:? such disclosure is in accordancewith the provisions about public access to documents contained in the Planning

Act 2016 and the Planning Regulation 2017, and the access rules made under the PlanningAct 2016 and PlanningRegulation 2017; or

? required by other legislation (includingthe Right to informationAct 2009);or? otherwiserequired by law.

This information may be stored in relevantdatabases. The information collected will be retained as required by thePublic Records Act 2002.

Page 10

DA Form 1

- Development Application details

Departmentof Infrastructure, Local Governmentand Planning

PART 9- FOR OFFICE USE ONLY

Date received: Referencenumber(s):

Notification of engagementof alternative assessment managerPrescribedassessment managerName of chosen assessmentmanagerDate chosen assessment manager engagedContact numberof chosen assessmentmanagerRelevant licence number(s)of chosenassessmentmanager

QLeave notification and paymentNote: Forcompletionby assessmentmanagerif applicable

Description of the workQLeave project numberAmount paid ($)

Date paidDate receipted form sighted by assessment managerName of officer who sighted the form

The Planning Act 2016, the Planning Regulation 2017 and the DA Rules are administeredby the DepartmentofInfrastructure, Local Government and Planning. This form and all other required development applicationmaterialsshouldbe sent to the assessmentmanager.

Page 11DA Form 1

- DevelopmentApplicationdetailsveMor 1.0--3 July 2017

Departmentof Infrastructure,local Government and Planning

DA Form 2- Building work details

Approved form (version 1.0 effective 3 July 2017) made under Section 282 of the PlanningAct 2016.

This form must be used to make a developmentapplication involving building work.For a development application involvingbuildingwork only, use this form (DA Form 2) only. The DA Forms Guideprovides advice about how to completethis form.

For a developmentapplication involving buildingwork associatedwith any other type of assessable development,use DA Form 1

- Development application details and parts 4 to 6 of this form (DA Form 2).

Unless stated otherwise, all parts of this form must be completed in full and all required supporting informationmustaccompany the developmentapplication.

O íoiaÄag nay be attached as a schedule to this developmentapplication if there is insufficientspaceo lfe»formatolintiludè©ti the!nbcessary information.

RECEIVED-

- 5 FEB 2018 somersetRegiond Councü

-6 FEB 2018

Refer To DoclD:

Rnv Nrr P

Note: All terms used in this form have the meaning givenunder the PlanningAct 2016, the Planning Regulation 2017, or the DevelopmentAssessment Rules (DA Rules).

PART 1- APPLICANT DETAILS

Applicantname(s) (individual orcompanyfusiname | TO FContact name (only applicable forcompanies)

Postal address (PO Box orstreetaddr ss)

Suburb C OState

Postcode

Country

Contact number . O C 6 C C-)yEmail address (non-mandatory) ? (

.mf71

Mobile number (non-mandatory)

Fax number (non-mandatory)

Applicant's reference number(s) (itapplicable)

PCS ENTEREDPART 2

- LOCATION DETAILS - 7

O Streetaddress AND lot on planTalliotsinustbe listed), orO Street addressAND lot on plan for an adjoining or adjacent propertyof the premises (appropriatefordevelopmentín waterbutadjoiningor adjacentto land e.g. jetty, pontoon.All lots mustbe listed).

QueenslandGovernment

Departmentof infrastructure, Local Governmentand Planning

Unit No.?Street

No. $treet Name and Type Suburb

C Æk p [<.L1 CQPostcode LotvNo. Plan Type and Number (e.g.RP, SP) Local GovernmentAreå(s)

4515¯ '2 ') S loWL3 c>M E R5E T-

DAdditionalprernises se releQantto this developmentapplication end the details of fhè?e»remises havel?ëenattached in a schedule to this development application

3) Are there añy existing easementsover the premises?Note: Easementuses verythroughoutQüeensland.andate to be identified correctlyandaccurately.Forfurtherinformationon easements and howtheymay affecttheproposeddevelopment,see<theDA Forms Guide

Yes - All easementlocations, types and.dimensions are included in ýlanssubmittedv ith this developmentapplication.Ño

PART 3 - FURTHER DETAILS

Yes- proceed to 8)

O No

O Yes - a copy of the decision notice is attached to this developmentapplicationThe local governmentis taken to have agreed to the superseded planning scheme request- relevant documents

attachedNo

I agreë to receive an infortnation request if determiried necessary fobthis developrnéntapplicationO ído not agree to accept an information request for this developmentapplicationNote:By not agreeing to acceptarrinformationrequest I, the applicant, acknowledge:? that thisdevelopmentapplicationwillbe assessed and decidedbasedon the informationprovidedwhenmaking this development application

arid the.assessmentmanagerand any referralagenciesrelevantto the developmentapplicatioriare not obligatedunderthe DA Rules to acceptany additionalinformationprovided bytheapplidant for the development applicationunlessagreed to by the relevant parties.Part2 of the DA Rules will still applyif the application is an application listedundersection 11.3 of the DA Rules.

Furtheradvice about information requests is contained in the DA Forms Guide. -

- providedetails below or includedetails in a schedule to this developmenfapplicNtion

List of approval/development .Reférence Date Assessmeht rnanagér

applicàtion

O ApprovalO DevelopmentapplicationO ApprovalO Developmentapplication

Page 2DA Form 2 --. DevelopmentApplication details

Version 1.0,-3 July 2017

Departmentoflnfrastructure,Local Governmentand Planning

°Y5sb the yelÍowloáal ýóvenÎnstMivategenifierfscopy ?f the receiÀ$ÛîÒlSûeiòrrñisstääÍ1efto·thisdevelopmentapplication

Nö-1,the applicant will provide èvidencè that thé pqrtable long servicdeave lévy has been paid before tfie

assessmentmanagerdecides thé develópmentàpplication. I acknowledgethat the aësessment mänágermay give adevel ment approval only ifRprovideevidence that2thé portable lóng service leave levy has beën paid

of applicable

Amountpaid .Date päid (dd/njm/yÿ) QLeáve levy number (A, B or E)

O Yes- show causeor enforcement notice is attached

The proposed déveloprnent is ón á pláce entéréd inÁheQueeúslahsheritage register or in a lòóalD government's Local Heritage Register.See the.guidanceprovidèd at.www.ehp.ald.aov.auaboutthe

requirements in relation to the developmentof a Queensland heritage plâcé

Name of the heritage place: Placé ID:

PART 4 - REFERRAL DETAILS

°Ye the Neferral check//sf to uilding sofk is attached to this developméntapplicationo - proceed to Part 5

Yes referral responsé(é)Teceivedand:listed bel¼ware attachéd to this dejelopmentapplióationO Nó

Referral requirement 14eferraláÿeñcy Date referrál response

Identify and describeany chariges made to the proposed developmentapplication that was the subject of tiie referralresponseand the developmeritapplication the subjectof this form,20r includé détails in a schedule to. this develópmentapp\ication (if applicable)

PART 5 - BUILDING WORK DETAILS

Tißthe applicant is àlsó:tÑeoÑnéfaÂdprócéÀdtö i5). Otherwise, pr icie e following infõrmatión.

Name(s)(individuatorcompanyfutiname)

Contact name (applicableforcompanies) .

Postal addréss (P.O.Box orstreetaddress)

Suburb

Page 3DA Form 2 --- Development Applicationdetails

Version1.0-3 July 2017.

Departmentof infrastructure, local Govemment and Plannin

State

Póstcode

Cohtact number

rnáil address (non-mandatory)

Mobilë number (non-mandatory)

ax number(non inandatoiy)

ok if ä buildir hås riotyet been enýàÖedto uñdertake the workind proc$edio .Ùfhérwiseprovicië'ihsioiio?vingnforrnation. Ow o ?r b ¿> ? / OÊerName(s)(individuatorcompany fusi name) { f (_ [4 CD MAf PL y TCGoiltact name (applicable for companies)

CC licence or owner- builder numberPÊstaladiréss (P.O.Box.orstreetaddress) C)Suburb

.(^ CD (

StåtePostcode t

Contactnumber . C + °( f G3cp5- cErnail address (non-rnandatory)

Mobile number (non-mandatory)

FaKnumber (non-mandatory)

a) at type of approväl is being sought?Develöpmentperrnit ?

Preliminary approvalb) Whpt is the lével of assessrnent?

Code ÀssessmentImpàctassèssment(requirespublicnotification)

c) N re of the proposed building work (tick all applicable boxes)

. New building or structure O Repairs, alterations or additionsO Change of btillding classification (involvingbuildingwork) O Swimming pool and/or pool fence

O Dernòlition O Relocatiori or iemoval

d) Provide å description of the work belowor in an attached schedule.

e) Proposed construction materials

O Double brick T5teel C Curtain glassExterná.I walls ? O Brick veneër O Timber O Alurninium

O Stäne/concrete O Fibre cement O Other

Frame O Timber Steel O AluminiumO.Othgr

Èloor Con'crete O Timber O Other

Roof coveringO.Slate/concrete O Ti O Fibre cementO Aluminium Steel O Other

Page 4DA Form 2

- DevelopmentApplicationdetailsVersión 1.0-3 July 2017

Department of Infrastructure,Local Governmentand Planning

f) Existing building use/classificätion?.(itapplicablé)

g) New building use/classification? (if:applicable). .

h) Relevantplans. Note: Relevantplansare required to be½übmittedfor all aspectsof thisdevelopmentapplicationkorfurtherinformation,see DA Forms Guide:Relevantblans

Rele ant plans of the prop sed works ate ttaclïèd to the development applicátion

07 ()ûQ

rovide details bèk

Ämount id D e- äid dd/min . . . Reference number

PART 6 - CHECKLISTAND APPLICANT DECLARATION

The5ebvènEpa|tsof Form 2 #dinÖworkdetälläßa?eÂeencamp etädThis deÝelopmentapplicatiäriiridÙdesà matërialshängeóf úse, reconfiguringå lót or - O YesopÖratIOnálwork and'is BCCOmp nied by a cornpietedworm - oevetogment .

application details

Reïevant pláris of the developfrïentÅe attached to this dêÿélöpmentapplicationNote:Releväntplans are reï7uired tòbe submittedfor all aspëcts of this developmentapplication.Forfurtherinformation,see.DA Forms Guide:Relevantolèns: .

The portable long service leave ëvy r QLeave has been paid)or will be paid before a O Yes. development permit is issued

. ot ap licèble

akihËthisdeveloprher pplicÂtion,i. décl e ti all informatiön in this developmentappÍiaÙorfis.trueanc

e an email.addressis pròvided in Part 1 f this ,I consent to receNe finure electroniccommuriications

from thë assessment managerand any referral agencyför he development applicationwhere writtén inforrnatiohtisrequired o~r permitted pursuant1to séctipns'11 and 12 of thë Electroriic TransactiönsAàt 2001.Note: It is unlawful to intentionallypioÚide false ormisleadinginforrnation.

Privacy - Personal information collected irethis fdtm. ?vill be used by the åssessment rnanager and/or.chosenassessrnefit manager, any refèträl agéncy4and/òr building)certifier(including any professional advisers whiòh may beengagedby those entities) while procèssing,asses rig ánd deciding the development applicationAll infortnation relating to this deálopmentapplicàtion rnay be availablefor inspection and purchásekand/orpublishedon the assessment manager'spnd/or referral agency'swebsite.Personal information will not be isclosed for á þurèò?eunrelated to the PlanningAct 20.1$,Planhing Regulation:2017and the A Rules except where

sùch.disólosuréis in açcordance .with the provjszons abòut public access to doöuments contained in the PlatiningAct 2016 and the Planning Régulation2017, and the access rules made under the Planning-Act2016 and PlanningRegu ation 2017; or . ..

.. .

? required by other legislation (includirg the Right to information Act 2009);or? otherwise required by law.This information may be stored in relevant databases. The

.information collected will be retained as required by thePublicRecordsAct 2002.

Page 5DA Form 2

- DevelopmentApplicationdetailsVersion 1.0-3 July 2017

Departmentof infrastructure,Local Government and Planning

PART 7- FOR OFFICE USE ONLY - FOR COMPLETlON BY THE ASSESSMENT

MANAGER

Eni?ting building use/classification? (ifapp)icable) flNew bùildiøg use/classification? [C... loa...Site area (m') \ og ( 9L9 Floor área (m

onfirmproposedconstruction materials:Double brick O Steel . O Curtain glass

Èxternal walls ? O Brick veneer O Timber A1urninium

O Stone/concreté O Fibre cernent . O Other

Frame O Timber O Steel O AlürniniumO Other

Floor O Concrete . O Timber O Other

Roof coveringO Slate/concrete DTiles . O Fibre cementO Aluminium O Steel O Other

Date received: t 8 Reference numbers: 'DA (~1 1

Classification(s) of approved buildingwork QBCC Insurance receipt . QBCCCertificationLicencenumber number

Prescñbed assessrnèntmanager

Name of chosen assessnientmanàger

DNechosen assessment manager engaged 's.s. Contact numberof chosen assessmentmanagerRelevant licence number(s) of chosen assessmentmanager

The Planning Act 2016, the Planning Regulation 2017 and the DA Rules are administered by epartment ofinfrastructure,Local Government and Planning.This form and all other required developmentapplic ioqmaterialsshouldbe sent to the assessment manager.

Page 6DA Form 2 - Development Applicationdetails

Version 1.0-3;July2017

GENERAL NOTES: (D)BUlt.DINGCONSTRUCTION REQUIREMENTS

Thesadocumentsshowthegenerai arrangementofthe building and includesomellems The Purchaser/Owner is to be ensuredthat att bunding conshuction complieswilh:not suppliedby SteeixPty Ltd. Refer to the qualationp'rovidedbySteeixPty Ltd. for workplaceHealmand Safetyrequirementsfor the particular State orTenitorynomination of all iternsto be providedby SteeixPty Ltd. All llems notnominated thereinshall be supplied and installedby others. BuildingCode ofAustralia(currenteditionat ilmeof approval)and all subsequent

arnendments and standardsconisinedthorain. Encluding.ThesePlans are provided to assist wilherectionof yoursteel building.Afl Pians are not - All roofnigandwall claddingto complywith BCAPart 3.5to Scaie. - All glaringto mmply with BCA Part 3.6

- Smokealarms (consurnermainspower)to be installodinaccordancewilhBCAPartAnyperson constructing the building needsto be cornpetenthgeneralconslruction 3.7.2processes.You will require a licence to build the building (consultyourslate building - Providelift.offhingesto doors of enclosed sanitarycompartmentsin accordancewithauthority).You should also ensurethat constructioninsurancehas been takenout. BCA3.8.3.3

- Afl stairs and balustradesto comply withBCA Part3.9The building is fully engineeredand mustbe buDt in accordancewith the pians and thebill Stairsare providedbyownerand designedby others,of materials(BOM)for the engiheering to be valid. TNsincludesthe properuse ofconstruction bracing, fixing of ali screws and balls.

(E)MOISTUREMANAGEMENTWARN1NG: ConstructionBracingis essentialtoensurathesite end buildingare safeduringthe construction process.

It is the responsibilityof the Builderto ensure appropriateMoisture Managementisprovidedduringframed wa11constructionthrotrghoffectiveuseoffiashings,sealants

The plans providedhere are the latest. EarIIer plans providedmay have becomeoutdated and vapourpenneablernembrane such as vapourpermeablesarking, buildingdue toengineeringchanges and shouidnotbe used..The pfansanddrawings are wraps, vapourretardersand damp-proofcourse. Beforeinstallingcladding.all wallextensiveand give all the informationneededfor a competentperson to erect the building. opening8, penetrations. Intersections,connections,windowsills,headand jambsThe buildingis notdesigned to withstanderectionforces.norto stand up by itselfwhenitis rnust Incorporateappropriate flashingandwaterproofingmalerials. Componentspartially complete, Consequently.constructionbracing le critical and their instauationlhat are used to manage moisturein framedwali construction

must. at a rninimum, complywith the requirements of relevantstandards, buildingTheormerhas been requestedto checkoffthe BOM ailerlhe buildingdelivery.You codes and manufacture/sspecifications.should checkthat yolt are able to locateall rnateriais nominated in the BOM. Youshetildalso confirmlhatthe lengthand size (includingIbickness),nomirtaled in the BOMis what (F) EXTERIORCLADD(NGhasbaanprovided.Anymissingilemseretheresponslbilityoftheclientoncecorrectdeliveryhas been confirmedasper terrns and conditions. SelectedhorIrontalwall claddingto have a maxaffowanceof 15kilograms per(A)DESIGN CRITERIA square meter.

Thesestandardbuilding planshave beenpreparedto complywith the following criteria: (G)SMOKEDETECTORSDesignWind Classificationas noted in the engineer'sletter.

Smokedetectorsto be in accordance with Part3,7 of the BCA and mustcomplywith(B)DOCUMENTATION SUPPLIED BY STEéLX PTY LTD. AS3786.

Pfans includingfloor plans, elevations, sectionand bracingelevations. (H)TOlt.ETACCESSStructural engineefscertification for the building.

(C)ADDIT!ONALDOCUMENTATIONTO BE SUPPLIEDBY PURCHASERlOWNER Provide lift off hinges to all toliet doors withan intomat lengthof 1900mrnor less.The Purchaser/Owneris responsible for:

. Referto StanNotes pagefordetalled information aboutSlab and(i) Provisionor soilsReportfor the site and in the buildingarea onwhichthe buildingis foundationconstrifolion.tobe erected(ii) Provision of Site Planshowing the Real PropettyDescriptionof the site, levels and

contours.easements.site services, site features inc?udingvegetation,proposedsewerageandstarrnwater drainage.proposedpadlevels, extentofcutandfill.locations and orientationof the building,driveways,retainingwalls etc

(lii) Nominationoftermiteriskrnanagernentprocedurosiobeundertakenincompliancewitti BCAPart3.1.3

(iv) Compliancewith specificsiteconslraintse.g.:docal estate covenanis.buildingenvetopes,plan of devotoprnentetc.- bushfire rnanagementrequirements (BCAPart3.7.4). shadowdiagramsetc.

(v) Energy efliciencyassessmentand compliancewith all conditions ihcroof(vi) Any addi1ional documentation requiredbyLocal Authority for approvalpurposesnot

otherwise providedby Steelr Pty Ltd. as Scheduledin class(B)abova

TNCENGNEERINGPTYLTDPurchaserName:DanielRinloff

MOOM60MEArst(RegisleredNERSbuctural&Ciii)2741240

.. SeQecWdeSpanSheds CLD:RPEONo.13750;MC:EC44684:TAS:CC5968;N.T:22SS21ES:Engineering 3,.pµg pg,ingesessbnerSlrudural&WEngineerSite Address:JQ.cov'CLD4515AustraltaPagetor10 l%cne:0756578B88

©Cop)dghtSteeixlPPlyLid Farc756578899lirnaitadmin@sheds.comau

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. . Sdler;¼ldeSpanSheds Q.0:RPEQNo.13750·.MC:EC44684|TAS:CC695B:N,T:225521ES:Engmeermg SbefxPlyUd Prac6singProfessionalSW&ØdErrfneerSileAddress:.IGLCD/CLD4S1SAisiranaPage2cf10 N0756578888

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siteMdess:.xlLCOYO.D451Smsimum p a o o756578B88Prac6singProfessonalS1rucarra1&CiWEngineer

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TNGENGNEER(NGPTYLTDPurdiaserName·Daniel FlirdoffACN:610855260MEAusL(RegisteredNERSirucural&Cinl)2741240

SeIIer:WdeSpanSheds d.D·RPEQNo.13750:MC:EC44sB4:TAS:cce96&N,T:225521ES:Engmeering SieerxPrfua PmensingProfessionalStudurat&CMEngineerSileMdress:.lGLCOYCf-D4515/ustraliaPage40I10 Phone:0755578BBB

QCopyiightSleeixlPPlyLtd Far0756578B99Email:admingphedsarn.au

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PIRchaserName'DallietFlintoffTN N NGPTYLTD

MEArst.(RegisleredNERStructural&CiW)2741240Setler;WdeSpanSheds CLD:RPEQNo.13750;VC:EC44684:TAS:CC6968;N.T:225521ES;

Engineering SteeixPtyUd PracusingProfessionalS1rudural&Clw EngineerSileh!dtess:.MILCOYCLD4515Australia Page6cf10 1%one:0756578888

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SLAB AND FOUNDATIONNOTES B2 FCUNDATJONMAINTENANCE Standard is defined in termsof the damage classilications in Table C1, Appendix C.

GENERALNOTESON ST1FFENED RAFTS1.ABG1. These drawings are only suitable forsites whichhave had a soil test carried out and where B2. f Foradationso//sthe ground movement is predominantlydue to soil reactivityunder normalmoisture conditions. All solis are effected by water.Silts are weakenedbywater and some sands can settle if heavilyThe designs attached only cater for site classified as A, S, M, M-D, H1, H1-D, H2, and H2-D as watered,but most problemsarise on clay foundations.Claysswell and shrink due to changes indefined in AS2870.A minimumsafe bearingcapacityor 100kPais required. the moisturecontentand the potentialamount of movementis implied in the site classificationin

this Standard.which is designedas follows:G2. P and E sites are NOT covered. These sites should be designedby a local geotechnicalengineer, Where a site requirescut and fiil over 300mm across lhe pad area, then specificengineeringdrawingsare required.

G3. Fill placedafter the Geotechnicalreport should be certified by a geotechnicalengineerascompacted to level 1 la accordancewith AS3798.

G4. Site drainage to protect the stab and footings from excessive moisture shall be provided.Refer to B2.2 and B2.3

(a) A means stable (non.reactive).(b) S means slightlyreactive.(c) M meansmoderate!y reac5ve(d) H1 and H2 means highlyreactive.(e) E meansextremelyreactive,

Sites classified Class A and S may be treated as non-reactive sites in accordance withParagraph B2.2. Sites classifiedas M. H1, H2 and E shouldcomply with the recommendationsgiven in ParagraphB2.3.

G5.Slabsto be a minimumof250mm above natural gound and be founded on aminimum ofS0mm thickcompactedgranularbase. Vapour barrier (Visqueenmembrane.. B2.2ClassA andSsitas0.2mmthick) to be placedunder the entireslab. BarchaIrsto be placedat a maximumof 900mm Sands, silts and clays should be protected from becomIng extremelywet by adequate attentioncentres in both directions. to site drainageand promptrepair of p!umbing feaks.

G6. Concrete shall be a minimum of 25Mpa, a maximumof 80.1Dummslump and a maximumof20mm aggregate. Concrete mustbe pencilvibratedand cured for at least7 days.

G7. Provisionsforcontrol of or allowance forshrinkagecrackingshall be as follows:Where brittle floor coverings(ceramictlies and the like)are to be used over an area greaterthan 16m2, extra measuresshall be taken to control shrinkage cracking. Such measuresshallincludeoneor moreof the following

? The amountof slab reinforcementsha!I not be fess man SI..92 or equivalent throughout theslab paneis where brittle finishes are to be used. Altematively, an additionalsheetof slab meshshallbe pfaced in those areas.

* The bedding system for the brittle coverings shati be selected on the basis of the expectedslab movementand the characteristicsof the floor covedngs.

B2.3Class M. Hf, H2endEsResSites classiliedas M, H1. H2 or E should be maintainedat essentiallystablemoistureconditionsand extremesofwetting and drying prevented. This will requireattention to the following:

(a)Dralnage of the site:The site shoufd be gradedor drained so that water cannotpond againstor near the building.The ground immediatelyadjacent to the building should be graded to auniform fall of 50 rnm minimum awayfrom the building over the first metre.Thesubfloorspacefor the buildings wilh suspendedfloors should be graded or dralned to prevent pondingwherethis may affect the performanceof the footingsystem.Thesite drainage recommendationsshouldbe maintained for the economiclife of me building.

(b) Umitation on gardens: The development of the gardens should not interfere with thedrainage systems. Garden beds adjacentto the building should be avoided. Care should betaken to avoid overwatering ofgardensclose to the buildIngfootings.

? The placement of floorcoverings shallbe delayed. NOTE:A minimumperiod of three monthsdrying of the concrete is usually required.Referto "Foundation Performanceand Maintenance"below.

FOUNDATIONPERFORMANCEAND MAINTENANCEB1 GENERALThe designs and design methods given in thisStandard are based on the perfonnancecritenain clause1.3. Importantly,significant damage may be avolded provided that foundation site

.. conditions are properly maintained, This Is expressed in section 1 by the statement that theprobabilityof failure for reasonablesiteconditions is fow, but is higherif extreme conditionsareencountered. It is neitherpossible nor economical to design for the extrenie conditions thatcould occur in the foundations if a site is not properly maintained. The expectedstandard offoundationmaintenanceis described in paragraphB2

Some minor cracking and movementwill occur in a significant proportion of buildings.particularJythose on reactive clays. and the various levels of damage are discussed inparagraph B3.

The performance requirements of a concrete floor in respect to shrinkagecracking and moisturereaction with adhesivesare discussed in ParagraphB4.

A rnore extensivediscussion of the material in Paragraphs B2 to B4 fs contained in the CSIRO

(c) Restrictionson trees and shrubs plantEng of treesshouldbe avoided near the foundation of abuilding or neighbouring building on reactive sítes as they can cause damage due to drying ofthe clay at substanilaldistances.To reduce,but not eliminate, the possibility of damage, treeplantingshould be restricted to a distance from the houseof:

(i) 11/2x matureheight for Class E sites.

.(5)1xmatureheight for ClassHi and H2 sites.(lii) ¾ matureheightforClass M sites.

Whererows or groups of treesare involved, the distancefrom the buildingshouldbe Increased.Removal of trees from the site can also cause similar problems.

(d) Repair of leaks: Leaks in plumbing,including stormwater and sewerage dralnage should berepaired promptly.

The level to which thesemeasuresare implementeddepends on the reactivityof the site. Themeasures apply mostly to masonry bulidings and masonryveneerbuildings. For the framebuildings clad with timberor sheeting.!esserprecautionsmay be appropr7ate.

B3 PERFORMANCEOF WALLSlt is acknowledgedthat minorfoundation movements ocour on neaityall sites and that it is

Crackwidth is used as the majorenterlonfor damageassessment,althoughtilting and twistingdistortionscan also influence the assessment. Local deviations of slope of walls exceeding1/150 are undesirable.The assessmentof damage may also be effectedbywhereit occurs andthe functionof the building, althoughthese effects are not likely to be significantin conventionatbuildings. In the classificationof damage,account should also be taken of the history of thecracking.For most situations Category0 or 1 should be the limit. However under adverseconditions. Category2 shouldbe expected although such damageshould be rare. Significantdamageis defined as category3 orworse.

For Category 1 or 2 damage, remedial action should consist of stabilising thë moistureconditions of the clay and payIng attentIon to repairingor dÉsgulsingthe visual damage.This

should be regarded as partof the normalmaintenanceofbuildingson reactive clays.

Even significant masoniy cracking with crack wldths over 5mm ollen has no influence on thefunctionof the wall and only presents an aesthetic problem, Generally.the remedialaction for

suchdamage should start with an investigation to establish the causeof the damage.In manycases the treatmentshould consist of stabilising moisture conditions by physicalbarriers orpaths or replenishingmoisture in dry foundations. This may be followed by repair of themasonryand whereverpossible added articulationshould be includedwhile repairsare beingeffected.Structuralrepairs to the footing system such as deep underpinningshould only beconsideredas the lastresort.

Underpinningshould generally be avoided where the problem is related to reactive clays,although 51is recognisedthere may be occasional situationswhere underpinttingor otherstructural augmentation work is appropriate. None of this structural augmentation work shouldbe undertakenwithoutproperengineeringappraisal

ln somecases, walls may be designed to span sagging footings and cantileverbeyondhoggingfootings, in such cases, satisfactoryperformance will involve the wail remaining free of cracksand articulation jointmovements,and remaining within the limitsfor the particularjoint system.

B4 PERFORMANCECONCRETEFLOORSShrinkagecrackingcan be expectedin concrete ffoors. Concretericors can also be damagedby swening of reactive c7ays or settlement of fill. The 'categories of movement causing thedamage are given in TableC2,AppendixC, la the classification, account should be taken ofwhetherthe damageis stable or like!y to increase, and an allowance should be madefor anydeviations in levelwhichresulted from. or occurred duringconstruction.

The time of attachment of floor coverings and the selection of the adhesive for them shouldtakeIn to account the moisture in the concrete licor and its possibleeffect on adhesion. Concretefloors can take a considerabletime to dry (threeto ninemonths).

Floor coverings and their adhesives can be damagedby moisture in the concreteand by theshdokagethatoccurs as the concreteddes. Crying could take threemonths or more. The time

of fixing of floor coverfngsand the selection of the adhesiveshould take these factors intoaccount.

TNcENGNEE.R1NGPiVLTDFtrchaserNarneiDanielÆnlof/CN:51o65520oMEMst(Reg1mieredNERStudural&CM)2741240

SellerMdospamSheds CLD:RPEQNo.1375oNC;EC44684:TAS:Cc69BS:N.T:225521Es:Engineering s pyud PradisingProfessionalStudura1&cMEngineerSieMdress:JoLcoYCLD4s15AustaliaPage7or1o Phone:o75esr8888

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signalure: r. R.Nancarrowoate:oSOft8DrawingeWsS180s19-2 Prir tDate:oSW118

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L_______JL_____ __JL__________l I 1 1 2

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A & S-CLASS FOOTING PLAN M, MD, H1 -CLASS FOOTING PLANScale 1:100@ A3 Scale 1;100 @ A3

PurchaserName:Danielfilnto#

SleMdress:.lcLCOYQ.D4S15Ambalia

Drawing #¼5S160519-2 PrintDale:0502/18

1NCENGNEERINGPiVLTDACN:610855260MEAust(Regislered NERSbuclural&ClWI)2741240

Engineering aajs p ,'ss ace 1 07 8B88

1 0 18000 1t 0

3500 3665 3670 3665 3500. . ., . tu

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H1-D, H2 & H2-D -CLASS FOOTING PLANScale 1:100 @ A3

PurchaserName:DardelÆntolf TN EN NGPTYLTD

ME/usL k seedNERSiruclural&Cidl)2741240

Engineering p p9es;N.T:225521ES:

SiteMdress:JGLCOYCLD4515Aasbatia · Pagesef10 Phone·07555788BBOCopylghtSteeixlPPlyLYd Fax0756578B99

Email:admin@mhedszornar

Draningswss1aoste-2 nintonie·osmtia

c 2S F BR[CSL82SO B VERANDAH

DEPTH . DEPTH -

. .... DEPTH

N/A/A 4 COMPACTEDMPACTED FILL COMPAC

VAPOUR W VAPOURBARRIER BARRIER BOTTOM REINFORCEMENT

BOTTOMREINFORCEMENT

300 BOTTOMRFJNFORCEMENT 300V U 300

EDGEBEAM INTERNALBEAM EDGEBEAMTYPE TYPE @ TYPE ©

rr rr

T- INTERSECTION +- INTERSECTION

SITECLASS DEPTH BOTTOMREtNFORCEMENT

A 300 3-L8TMS 300 3-LBTMM 300 3-L11TMM-D 400 3-L11TMH1 400 3-L11TMH1-D 400 3-L11TMH2 550 3-L11TMH2-D SSO 2 x 3-L11TM

Continue bars across full width of T and + intersections

PuchaggrName:DanielFilnlolf TN GIN GPlYLTD

MEAst(RegisteredNERStrucima!&Cid)2741240Engineering p, , paess AC E

sitemdress:.lcLCOYQ,D4515Aisiralia Page 10er10 Phone;0756578888©Cop%ghtSteewPP¼M

e ad n@mhedszornau .

Wall Summav WMr rurJnn AnmmarvLoadBearing Walle 49840 SystemTypesFound AusSteelNon Load Bearing Walls 52315WJndLoad Found(AS4056) N3SupportBeams 34950

18000 WTypesFound Sheetuus T,pu Concrete

1970 9 3000 9_

3680 9ß 1690 9ß 2000 9ß 1510 9 3430 9

1970 1900 9ß 1010 J 3680 1090 9 1350 9ß 2160 1040 9 9ß 1700

W11 1250x1850 W10950x950 W9 1250x950 D2 820Ed W8 1250x1850 W7 1250x1850 WB 950x850-- - L1 3 I.4

o aN21 N R N27

2150x1485N14 820Pd8.

-, , Ñ26 ..fL_ 2150x1885

3i 820Pd uN312150x1485 N17 820Pd S

.--. ..L11 L10 L9 LB

W1 2150x1250 W2 2150x1250 W3 2150x1250 D1 2160x1355 W42150x1250 W52150x1250

0O

,800 3430

& 3505 % 10705 3430 g Wall Frame LayoutAR4 RV N3

TNCENGNEERINGPTYLTDPwchaserName:DanielFlinlofACN:610855260MEAssL(RegisleredNERStn.ctøal&Ciul)2741240

Steel frame Details pmà p ,SileAfdress:.lCLCCNCLD4515/usiraliaPage 1cit4 Phone:0756578688

©CepyightSleeixlPPlylld FaxEn

a edsmm.au

s,=fxw. R. m Dale:050118Dmwing#WSS160519-3 PrintDate:05W118

Tre Summarv Tnoalan"""""'System Aus70BackGableTruss 2 14000Windtoad (AS4055) N3StandardTruss 14 98000 RoofLoad (kPa) SHEET

VerandahRafter 32 74720 TcDeadtsad 0.120Tc uveLoad 0.250BC DeadLoad 0.140

,1200

,1200

,1200

,1200

,1200

,1200

,1200

,4200

,1200

,1200

.,1200

,1200

,1200

,1200

.,1200

, souvetoad o.ooo'l 'l Truss P% 22.500IX IX X X X X IX X X XI XI X XI

.XXl XI TrussPM B.000

EndBattenSpac1ng 150Int BattenSpadng 900

. _...___....__ .. .___..-.

..____. --... _ ____..______---- .---_. -__.-.__ ..___---. ---------..-______ ._.------ -----. .._____, BotfornchordRestralnfs 600I

Dimensionsarealways to theface of the Truss

. Arrow Indicatesweb,...s!de of the Truss

18000

Truss LayoutAR4 RV N3

PurdlaserName:DardelFrin!ag

SteelFrameDetails pSileAddress:.I<lLCOYO..D4515Ausiralia Page2cM4 Hone:0756578888©CopyightSteeixlPPlyLid Far0756578B99

-Email:admin@5heds.com.au

Draung#¥SS160519-3 PrintDale:0502/18

TNC ENGINEERINGPTYLTDACN:610855260MEAusf.(RegistereclNERSiructura!&CM)2741240CLD:RPEQNo,13750;MC:EC44684:TAS:CC6968:N.T:22SS21ES:Raclising Professional Structural&CiulEngrneer

Sgnalure: ..-·- - R,Nan?rrow Date:0SRI?/iB

TrussHotddownBracket Resistance to Uplfft (RN)usingG550 Materialwith 0.75mm GP Bracket

Min(mum Numberof ScrewsPer FaceThickness 2 3 4 6

0.55 2.21 3.32 4.42 6.63

Multi-Grio ConnectionsA minimum of two screws

to be used at eacho.75 3.52 s.28 7.04 1o.56 face that is connected0.9s | 3.90 s.ss 7.so 11.7

Hold Down LEGEND

ma Girder Bracket, , , ,,.

@ AusSteel Bracket y sp y sy y gy y gy qs ay y adh Multi Grip@ Cyclone Ties

BottomchordTies@ Angle Fixat MaxsooocentresFixed to TrusswithAll other fixings Nominal

- - - - -- --- - - -- - - - - - - --- --- - ·- - - - - -- --- -- - - - - - --·-

12-14×20Toksemws2x 12-14 Teks

M M M M . M N O O O O Mè dè dà dà dà dà dà ós 65 65 65 65 d$ d5HB Bracket Connections

In all casesa minimumoffour screwsto be used at

each face that is connected

Truss Hold Down LayoutAR4 RV N3

PurchaserName:DanielFlind GPlYLTD

seQer:WdeSpanSheds 50|VC Eo44684 N,T:225521ES;SteMdress:.KLCC/Q.04515Ausiralia SteelFram etails s P Pracssin Peresswsbuegacuexineer

~~ ==.73.d.Signalure N .- R.Nancarrow Date:0502f18DrawlngDSS160519-3 PrintDate-0502/18

GENERALNOTES

These documents show the generalarrangementof the building and includesome itemsnot supplied(refer to the quotation for nominationofall items to be provided).Al[ itemsnot nominated therein shall be supplied and installed by others.

DESIGNCRITIRRTA

These buildingplans have been prepared to comply with the standardsnominatedin theengineefsletterand itemised details in the attachedDesignInformationSheet. All plansare not to Scale.

The plans providedhere are the latest at the timeofprint.Earlierplansprovided mayhave become outdated due to engineeringchanges and should not be used. The plans anddrawings are extensive and giveall the information needed fora competentperson to erectthe building. The building is not designedto standup by itselfwhen it is pattiallycomplete. Consequentiy,construction bracingiscriticalduringerection.

* Site conditionsdifferentto thosespecifiedrequire a modified design.* Sub grade shallbe excavatedand compacted to a minimitm of 100% standard drydensity ratio and within 2% of the OMC to complywith AS2159.* A site specificgeotechnicalinvestigationhas not been performed, uno.* Designsare in accordancewith AS 3600:2009* All concrete to be in accordancewith AS 3600;2009.Minimum 25 Mpa. with 80mrnslump.* Concreteshould be cured for 7 days before commencingconstruction of the building.* Refer to connection details.* Sawconstmetionjointsto be 25mm deepx 5mm wide. Saivcuttingsshall take place nolater than 24 hoursafterpouring. Saw construction joints to be placed at a maximumspacingof6.3m (in both the length and the span).Care shouldbe taken to avoidconstructioncuts intersectingwhereany fixing to the slab is to be niade.* Whcrecolumnsor end wall mullionshave beenremoved,picts are not required.* End wal! mullion spacingmay move due to locationofopeningsor doors. Check layoutand componentpositionplan, and relocate piers as required.

ForGass A, S or M Skes

* All bracing strapcnds to be locatedas close as practical to structuralmembers (columns,rafiers, mullions)centerline.

BOLTS

* Unlessotherwisenominated,all boltsare grade 4.6* All tensionedbolts shallbe tensioned using the part turn method(refer to AS4l00). Forthe erector, full details are in theconstructionmanual

OTHERMATERIALSNOTES

* All SheetingFlashingand framing screws are Climascal 4.* All purlin materialhas Z350 zine coatingwith minimumstrength of450MPa.

The owner has been requested to check off the BOMafter the buildingdelivery.Youshould check that you are able to locate all materialsnominatedin theBOM. Youshouldalso confirm that the length and size (includingthickness),nominated in the BOM is whathas beenprovided.Any missingitems are the responsibilityof the client once correctdelivery has been confumedas per Terms and ConditionsofSale.

ADDTTTONALDOCUMENTATTONTORESTIPPLTEDBYPTMCHASER/OWNER

* Slab thickness to be a minimum of 100mmwith SL 72 meshand 40mm top cover.

* Concretepiers underRoller DoorJambs to be a minimum size as below:C20019

-450mmdia x·500mmdeep, centered to the C SectionWhere heavytraffic is to go throughthe rollerdoor, it is recommended that the slab edgeshould be thickened to 200mmdeep by 300nunwidefor the length between themullions.Placean additionalsectionofSL 72 mesh, 50mm from the base in all thickeningsi

The Purchaser/Owneris responsiblefor: ForClass HI or H2 Sites*Provision ofSoils Report for the site and in the building menon which the buildingis tobe erected * SIab thickness to be a minimum of 125mm with SL 82 meshand 40mm top cover.*Site/DrainagePlans*Any otherplans not covered by these engineering plansrequestedby the localCouncil or

* Edgebeam 400mm deep x 300mm wide with Y12 3 bar TrenchMesh to the perimeterthe authority ofthebuilding.

* Thickening beams400mmdeepby 300mm wide with Yl2 3 bar Trench Mesh at a maxBUILDING CONSTRUCTIONREOTITREMENTS spacingof 6.2m.

* Concretepiers underRoller Door Jambs to be a minimum size as below:The Purchaser/Owner is to be casured that all buildingconstruction is carriedout in C20019- 450mmdia x 650mmdeep, centered to the C Sectionaccordancewith the Plans, the ConstructionManual and the Bill ofMaterials(BOM).

SLAB DETAILS.. GENERAl BRACINGNOTFS

* The minimumsi2e of Pieus under the columnsand End WaII Mullionsarenominatedon the MaterialSpecifications Plan. When the slab and piers are pouredasone pour, the depth ofthe pier is to the bottomof the slab.? Pier Reinforcement:for anypiers over 1100mm,deformed bar to within 100mmofbase and minimum 75mm top cover. Minhnum side cover 75mm,maxhnum 100mm. Rodto be caged horizontallyat least twice and at a maximumof300nunspacing.Tiewith aminimumof6mmdiameter cagetio. Where pier diameter is less than 450mm diameter,use 4 N12. Fordiametersequal to and over450mm, use 4 N16.

* Refer to Connection Details.* AiI Cross Bracing(roof)is achieved with L2mm Strap G450* Crossbracingis to be fored taught and secured with 2 x 14.20x 22 framescrewsateach end.* Fly bracingtebe fixed to the purlins/girts at all midportal rafters, columnsand end wa]]mullions. The spacingbetween fly braces is determinedby columnhaftersizes as follows:

C1so-manmum1800mmspadreC200,C2So-madmum2200mmspadngC30o-maimum2800mmspadr1gC35o-ma4mum340ammspadr19

ConcaeteStab

? Footings and slabs, includinginternal and edge beams, must be foundedon naturalsoilwith a minimum allowablebearingcapacity of 100kPa.Designcovers soilclassificationsofA, S, M, H1 or H2 for a class 10 building.* The footing designshave beencalculatedwith adhesionvalues of OkPa,25kPa and50kPa for clay soils and dense sand soils only.

Initial measurementis from the haunch of the column/rafter, and from the rafter for anyend wall muliions.* Wherewindows/GSDare placed in any bay where cross bracingis shown, thena) this can be replacedby moving the bracingto anotherbayORb) due to the bracing providedby the window jambs,where space pennits,bracingshou!dbe placed underand over the window.

Fw:haserName:DanicIFIIntoff 1NCENGINEERINGP1YL1DACN:G1o85526oMEAus!.(RegisleredNERS1rudwal&Ciul)2741246

General seiier.wdespansheds CLD:RPEONo.1a75a;VC:EC44684:TAS:CC6968;N.T:225521ES;Notes31,, PreaisingproressionalSlruclural&CM EngineerSføAddtess:466DSandyCreekRdS0NDYCREEKCLD4515Ausiralia

NOTFoRCONSTRUCTIoN Phoneo7 6578888Page1of1 Faro756578899

©CopyighWeeixlPPtyl.ld Email;admin@sheds.wm.auSignatwe:

..:.~ R.Nancarrow Dale:3ao1/1aDrawing*W5S18o379-2> PártIDate:30io1/18

2.5m

Leftside

4.5m 4.5m

ApexHèghts.34m

7m

light End

FightSide

TNCENGNEERmlGPlYLTDPurdiaserName:DanielflintogACN:6108SS260MEAust (RegisteredNERStruditml&Ciul)2741240

SeEecWdsSpanSheds CLD:APEQPb,137S0;MC:EC44884;TAS:CC6968;N.T:225521ES;Layout seeixRyud PradisingRdusiondw&CMEngimerSileAddress:4660SandyCreekRdSANDYCREEKCLD4515/ustralia

NOTFORCONSTRUCTION 87N8888©CopyightSIce!xPPlyl.td Fat0756578899

Emsltadrnin@ibedsmn.auSignaiure -4..- ·-. .. R.Narx:arrow Dale:3001/18DrawinggWSS160379-3 PiintDate:30¢1/18

MATERIAL SPFCIFICATDNS

Forfautherinfonmtionivganlhig the tabulatedvaluesshomi, ivrer to the Geiicni1Notes

BJfdingD[mensionsCategories Span | t.eng:h | Pildi | Height | Oid(s) | Parlof(s)

MainBuilding 7 9 |12 |2.6 |A-B |1-3Porta1FramoBernants

Grid/Portalratmbed 1 | 2 3Columns C15012 |C15024 C15012

8 C15012 |C15024 C15012RaBers A-Apex C15012 C15015 C15012

Jpex-B C15012 C15015 C15012EndW,all%Mons Z l. - C15012

BaySec.tionBomentsGid/BayNumber 1 2

BayWdIhs 45 4.SRooIPudins A-Apex 210010 Z10010

Apex-B Z10010 Z10010RoofPurlinBridging(Ras) A-Apex YF-S(1) YF-S(1)

/gex-B YES(1) NES(1)RoofPaiinSpacing(End) A-Apex 1.131 1.131

rpax..B 1.131 1.131

RooIPudinSpadng(fritemalspans:A-Apex 1.131 1.131

Apex-9 1.131 1.131

EssePudio A C10010 C10010

s C10010 010010

SdeGsts A Z10015 f2100158 Z10015 P,10015

Sideartsspacing(End) A 1.185 1.185B 1.185 1.185

SideGrtsspacing(Intemal) A 1.185 1.185

B 1.185 1,185PADoorHeader |B - C10010|PADoorJambs |B DJ1002700

r=tBavsectionaementsGrid/PortalNumber 1 3

EndGris A-B Z10010

A-Z T10010

Z-B 710010EndGdsSpecirg(End) A-B 1.185

A-Z 1.185

Z-B 1.185EndGrtsSpacing(lnlemal)A-B 1.18S

A-Z t.185Z-8 - 1.185

RouerDoorJambs A-B C20019A-ZZ-B -

CaddingBomentsCalegory | Cofour | Produd

RcMSheetim |ZNCSE®sleel |MM:t/mstee10A2BMr(0MCDRodRassms (zucocesieer leh»S.peos5surwauShee6ng |COMBCNDSsteeßmMADBaleeI0A2BMf(GMCCmnRasNng |COLORBCNDSsiecH3ueS?peo.55BMC

PierstresDeph-.wimSlab

Adhesiors(kPa)ScilDescriplion|Diameler(mm) BPt (mm) SP2(mm)O SandySci! |300 450 600

j450 450 450

. 600 |450 |450

PurchaserName:Dan[elFlinioff /CN:610855260MEAust.(RegisleredNERSiructural&QW)2741240

S ecificationSheet Seller.wdaspanShads Q.D:RPEONo.13750MC:EC44884;TAS:CC696B|N.T:225521ES;P

g,g,p,,,g pmcirsingprofessionaisiruauraiacivilEngineerSteAddress:466DSandyCreekRdSpNDYCREEKCLD4515/ustralia NOTFORCONSTRUCTION mono:0756578BB8

Page Icf2 Fax0756578899©CopyightSleeIxiPPlytM Email:admin@priedssiom2u

Sgnaqunr- Ar R.Nancarroe Date:3001/18Onmingp¼55180379 -4 Print Date 3001/18

MATERIAL SPFCFtCATIONS

Farrintherktfonmdanitganunglhetabubtedraluessb0nn,itferrothecanenttN0res

PierSizes

Deput-wilhSabMhesion{kPa) ScilDesaiplion Diameter(mm) BP1(mm) BP2(mm)

25 SollbFirmany 300 450 500450 450 450600 450 450

30 smowrysur,, ,3, gg,aar450 450 450

1 I 1600 1450 1450

PurchaserName-Danielflinloff

SibMdress:466DSandyCreekRdSANDYCREEKO.0451SAusiralia

DraaingNV4iS180379-4 PrintDale:300f/18

SpeelficationSheet S*wdeSpansnedsSeeixPtyLid

NOTFORCONSTRUCTION Phone;0756578888Page2cf2 Fax0758578899

©CopylghtSteetrPPlyLid Email:admin@hedszorn.au

1NCENGENEERINGP1YLTDACN:610855260MEAusL(RegisleredNERSiruclural&Clil)2741240CLD:RPEQt,13760NC;EC44684;TAS;CC6968;N.T:225521ES;Praclising ProfessionalSlrudural&ClilEngineer

Signetse: -díÉ:-,·- R.NancarrowDatm3001/18

CmssJiracmgrsachievedwith1.2mmStrap.Rel'criaConnedianDetails.

'y 2.6m

Izft Side

m 45m

Aycx Bcight334m

Left&d 7m

------RightEnd

RightSida

PurdiascrName:DanretEllnlolf

SileAddress:466DSandyCreekRdScNDYCREEKQ.D4515/ustrdia

Drawing#¼SS180379-5 PrintData:3001/18

Sener:WdeSpanShedsBracing Swxpytg

NOTFORCONSTRUCTJON Phme:0755578888

©Cop%ghtSieclx!PPlyUd hedsanau

TNCENGNEER1NGPTYLTDÆJt610855260MEAust(RegisleredNERStrucuml&Ciúl)2741240CLD:RPEQf&L13750:MC:EC44564;TAS:CC6968;N.T:225521ES;PracisingProlessionalStruclural&CfwEngineer

Signaiure - ,. - R.Nancarrow Dale:3001/18

Refer toMulaialSyccilkationsPhn furBP dimasions.

P1 M BP T

6.644m

aPi -

! !

3J22m

P1 P2 BP

S,732011eoßIl

PurchaserName:DanielFlinioff

Silehidress:466DSandyCreekRdSANDYCREEKCLD4515/usualla

Dmwingg¼SS20379-6 PrintDa',e:30.01/18

Concrete Piers Sener:weespansheds

PIERMEASUREMENTONLY.NOTFOR CONSTRUCT[0N 7 576888NottoScale Fax0756578899

©CopylghlSleelxlPPlyLkl Email:admin@heds.corn.nu

TNCENGINEERINGPTYLTDACN.610855260MEA:st,{RegisleredNERSiructura(&Cidl)2741240CLD:RPEONo.13750:MC:EC44684|TAS:CC6968;N.T:22SS21ES;PraclisingProfessiarudSinxiualacti!Engineer

Signatura: 4 -.. - R.Nancarrow Da:e;3001/tB

4Jm 4Jm

3300m

-· AmSym11.402m

3.500m

9mI=sh

TNCENG1NFBt1NGPTYLTDPurchaserName:DanielFlinbfrACN·610855260MEArJst.(RegisteredNERStu±gal&dA)2741240CLD:RPEQNo.13750;MC:EC44684;TAS:CC6968;N.T:225521ES:Slab Dimensions SI"" pmossingPmrassionaisnn±xaiacarngineerStaAddess:466DSa/dfCreekRdSANDYCREEXCLD4515Ausiraria

Also referto ConcreteP(ars Plan. NOTFORGONSMUCTION Phone·0756578888NatioScare Far0756578899

©CappightSleerxlPFtfi.id Email:admin@sheds.com.auSignalura: . R.Nancanow Date:3001h8Orawirig#¼SS160379-7 PrintDale:30J01/18

$L,tBRER.?ORCMMESH

rQP.CQVER

comerED

150 RECOMMENDED150RECOMMENDED

SLAB REINFORCINGMESH SLABREINFORCINGMESH

LAB 5LABo TH1CKNESS

-HlCKNESS.. . . ..DEPTH DEPTH

Re:mr a GenerarNoe

°S hasandF

PACTEDn a e a ?

COMPACTEDFILL PVC MEMBRANEUNDERSb

BOTTOMPUND

SBNE

BOTTOMREINFORCEMENT 300 s 300 s REINFORCEMENT

SLAB DETAIL BETWEENPIERS INTERNAL BEAM PERIMETERBEAM(Class A . S & M) (H1& H2 SOlLTYPE ONLY) (H1& H2 SOILTYPE ONLY)

stAsasoscacmasse

E RAB

BEDD

snouwareamwem

ce=ascomanosoJ resonamNON

Refurlanoles onElabDrilwhym forSpeciliesilonsaridDimensions.

SLABAND PIERDETAIL

---.----Column

4 of M12x30

Base Plate

2 of M12 x 160. ChemArtchorBolts

FDONGBOLTS - 4 ofM12 x 302 of M12x 160 CHEMANCHORBOt-TSC150 COLUMN FIXING

------ O FIXING BOLTS - 8 of Mj2x 30x FIX1NG SCREWS- 7 of 14.20 x 22

HAUNCHPLATE - C150, 12 deg

PurchaserNarrie:DanielFlinlofa

MEAraL(RegisteedNERSirudura1&CM)2741240ConnectionDetails s e e pansieds a.D NMRSteAfdress:4%D SandyCroekRdSENDYCREEKCE.D4515/usiralia

. NOTFORCONSTRUCT]ON Phone:075657888SPage1er7 Fax.0756S78899

Orawingg¼SS180379-8 PLintDale:30iDV18

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- R.Nancanos Dale:30/01/18

i O

O

+O O+

OFIXINGBOLTS - B of M12 x 30×FIXINGSCREWS- 11 of 14.20x 22

×AUNCHPLATC

cor.UMN UNCriMM.1NCH PLML'.

FIXING SCREWS --8 of 14.20x 221NNERHAUNCH BRACKET- SINGLE RAFTER

(NOTREQUIRED WITH KNEE HAUNCH BRACKET)

HAUNCH PLATE- C15D(ENCLOSEDENDWALL)

o

o \| ° oo - - ---

O FIXiNGBOLTS- 8 of M12 x 30× FIXING SCREWS- 6 of 14.20x 22

APEX BRACKET C150, 12 deg

Eave Puri n

Rafter ,. u

6 - EnvePurlinBrackal

G. HaunchBracket

CoO FIXtNG BOLT- 1 of M12 x 30× FIXJNG SCREWS-2 of 14.20 x 22

OR× FIXINGSCREWS.. 4 of 14.20x 22EAVE PURUN BRACKET TO RAFTER

Eeve Purlin

Ra r

Eave Purlin Bracket

Haunch Bracket1

Column

FIXENGSCREWS- 4 of 14.20x 22EAVE PURLINTO EAVE PURLINBRACKET

I I

Ux FIXINGSCREWS - 2 of 14.20x 22O F5XINGBOLTS- 2 of M12 x 302 of M12 x 160 STUD BOLTFORCHEMICALANCHOR

C150MULLION BASE PLATE

Pun:haserName: Daniel%Iaff GPTYLTD

MEAust(RegisleredNERSinsclural&Cidi)2741240

ConnectionDetails Senecwdespansneds CLD:RPEQNo.13750;MC:EC44684;TAS:CCG968;N.T;225521ES:SteelxPt/Ud Prac5singPioressional Smuarra!&ClidlEngineerSite Address:456DSandyCreekRdSANDYCREEKCLD4515Ausiralia NOTFORCONSTRUCTION Phane;0756578888

Page2ar7 Fax0766578899©CopyightStoolxlPPLyLid Email:admingsheds.oxrtau

Signature: -l'':d' .. ILNarcarrow Dale:3001/18DravingsW5Sf80379-8 PrintDa'e:3001/18

Rallet

_....._d .......L . --,...ApeEBrdicke!

TOPVlW

Fluir:gAnfeApexBmcket

Ralte

30VlW

Ul0

FIXINGSCREWSFI)uNGANGLE-8ol14.20x22FLYGRACE -Sef¼.20x22

ENDWALLMULLIONTOAPEX

RoorPurtn

Fixing Screws a2 of 14.20 x 22

ApexPlate

Rafter

BRACINGCONNECTIONATAPEX

FIXING BOLTS- S of M12 x 30FIXINGSCREWS- 3 of 14.20x 22

OVERLAP= GreateroI10%of span or 500 mmPURLIN/GIRTFlXING

SINGLEC SECTIONCOLUMNSOR RAFTERS

RoofPwGn

FixCrossBraceUnderPurlin

FixingScrews

20f14.20x22

. o - - FixingScrewsFixingScrews 2cf14.20x222cl?420x22

. . Wallcros Bracirig| ---829ePrate

---Cdumn

BRAClNGCONNECTION

No:e:TopdWmidcW21®AlvreGL

0,ta----

of

ColumnorRafter

FJXINGSCREWS- 6 of 14-20x 22

FLY BRAClNG

- nrncutidmangla

c100Vmilical5He-

--Numberorgiradependsenwirdes±et G4spacing

oow mEDTO 1200HHAND1500WiDE)

.

TNC ENGrNEERINGPTYLTDPurchaserNarne:DanielRinlolfACN;St0855260

ConnectionDetails sen wdespansneasM As NER 27 2

SleAddress:466DSandyCreekRdSeNDYCREENCLD4S15Australia NOTFORCONSTRUCTION Phone:0755$788SSPage3cf7 Fax0756578099

©CopylghtSteeixlPPlyLid Email:edrnin@heds.cenulu-

R.NancarrowDale:308)1/18Drawing#W3S180379-8 PrinlDale;30mil1B

4 screwspersheetat ends

4 screwsper stteet at mid

4 screwsper sheetat ends

RoofPurlin

RoofPudin

TómdadRoofSheeung

EavePurlin -Overlap

Overtap

Eave Pudin

TRIMCLAD ROOF FIXING DETAIL

4 screwsper sheet -at Eave

d·?-- EavePudin

. ---- TrJmc!ad4screwspersheet -- ---- WatiSheeting

Girt

4 ECFBWSper ShBO Girt

at end OverlapOverlap -

TRIMCLAD WALLFIXING DETAIL

PunhaserName-DanietEliniof ACN 60MEAust(RegisleredNERSnucural&Ciál)2741240

Connection Details seneewdespansheds CD:RPEONo.13750;VC:EC44684;TAS:CC6968; N.T:225521ES;

g,gpg PradisingProfessioñalShudural&ClilEngineer51sAddress:465DSandyCreekRdSANDYCREEKCLD4515Australia NOTFORCONSTRUCTION Phone·0756578888

Page4ci7 Fax0756578B99©CoppightScelxlPPtylld Email:adrnir@sheds.com.au

Sgnature: +"-

.,:....RNancarrowDala:3001/18

Drawing#¼$S180379-8 AintDale:3001/18

PortalFram..

PoltalFramaB

. .

1

MidSpanBracirg--.

TH22Batlen

I ile

i.

TH22BattenFix with 2 of 14.20 x 22 fixing

screwslocachwailgirt

Detail at A Detail at BFixto bracketwiib2of1420x22kng screwsFix lo concretewith2 x MB40Dynabolts

PIERSONLYFINISH@BOTTOMGlRT

Brar.ing Simpfixedwith2x 14.20x22 screwsper fixing

Roo PurlinEavePurón

TH22Batten

Fix with2 of 14.20 x 221ixing

screwsto each roof purlin

TH22 Batten

Detail at C Detail at D

Fix Rafter batten vålh 2 of 14.20 x 22 screwsto Eave Purtin

Fixverticalbattenwith2 af 1420 x 22 screwsto each eave puriinlip

Note:hiid Spon Bracingic Iocated midbayequidistant iram each partai framo.To extendbattens.Lapbattens50minvilh4screws

TH22Balten TH22Batten-.-. -

Batten Overlap

TH22Datten

L_.....Note:FixBracingStrapFirst,thenhxbalfenoverbradngstraptomaintainline.

l¾rchaserName·DanielAlnlolf85 DNGFlYLTD

MEAust.(RegisleredNERSlrudund &CNI)2741240

Connection Details 8 d spansheds 1%1 50: EC44 :T 968;N.T:225521ES;Sile Address:466'DSandyCreekRdSNDYCREEKCLD4515Ausiralia NOTFOR CONSTRUCT10N Phone:0756578888

PageSor7 Fat0756576899©CopylghtSteeixlPPt/Lid Emalhadmin@sheds.com.au

Signalina: /-?A... RNanumru Date:30/01/18Drawing #¼8S180379-8 PiintDale:3001/1B

RD HEADER

-· SHEETING

RD HBADGR

_.m.. ,,µI I FLASHJNQ

X -- "'" + ? -.. s. HEADERFIXrNC+ + RRAC1(FT

+.'-10%VALUEOF XRD JAMB END WALL GIRT

zicoC160 -14c2co .2sIcaso -2sIcaco ?s}csso -24NOTE:

n -

3. F1MNGscREWS.7ortC'ax22Olt4rMKLNGTO P'A ucOR .tAMis

RD HEADERFIXING BRACKETIl 12 FORC180&G701).lAMRS

Q FIXINGBOLITS-2cfM10x30-FORC24Qs.C300JAMBS2 #AM12X75 DYNADOLTS- FORC1EGA C20DJAMBS2 edu1C? 150 DYNAGOLTS?FORC250& 000JAI.ra3

ROLLER DOORJAMBBASEPLATE

+ = projectionof headerinto the building ROLLERDOOR AMB15tGOccID ffCm door jamb Wob o

r2£tor)

McLj.l::N UOOMJAMUTOPFIX1NGBRACKET(Angreprolo fixec to under ?---'

FI. ELEVELWITHDCCDGCOT

|- nn.w.ra

RAFTER- .

XINGANGLC .

ROLL.EHDQQH

- ., 2+CNOGIRT

RD MOUNTINGBRACKET RD HEADER

-HEADERFEXfMGBRACKET

GIRTS

RO GUIDE TRAClf- ROJAMINBASE PLATE

X Fa×WGSGREWB-2nr14-20m22TDJAMBLJPS..2 eg 14.20x 22 TQTRIMANG1.6

GTRTFIXINGTO ROLLERDOORJAMBS

IT

-CIQQ DftOPPCRHOLLEr·l. DOOMHEADER

BotiorrsofgErtequal lo riernEnateddoorheighI

ROLt.cn DOORJAMaß(Web fa91defor RO gwng)

GttTrGTO UPOF rtD JAMS

FNr3WAII CIRTS-- (Nurrstrerandspadngas por

Sirduifluisholl$lleØ

OperiingHelgrdIr DoorHe?rihe

11- 11

Dislancebetween jambS Ror.LCRDOORJAMGBASEPLATE9Door Width Max Opening

s 3.im Doorwidth- S0mm> a.1m er s n,1m ocor widen - 1oomm

TRIM ANGLE

TREMANGLE .. ..#- a

.X FIXINGSCREWS - 6 of 14.20x 22 X FlXING SCREWS- 6 of 14.20 x 22OROPPERFIXING TO RD HEADER OROPPER FIXING TO RAFTER

ROLLER DOOR DETAILS(Door over4.Om)

Gable end wall ONLY

PurdiasorNarne:Darde1Flinloff TNCENGNEERINGPlVL1D/CrtB10855260MEArsr.(RegisteredNERSuudural&Clèl)2741240

Connection Details Sener.wdesparisneds OLD:RPEQNo.13750;MC:EC44684:TAS:CC6968;N.T:225521ES;Sriefddress:46BDSandyCreekRdseNDYCREEKCLD4515Auslrella NOTFORCONSTRUCT[ON

S x Ud56578888 A·aclisirigProfessionalStrudural&CMEngineer

Page6of7 Fa20756578899CCopyightSteeixlPPlyLtd ErriaII;admin@mhedscom.au

signamra: f :"'1.. R.NarzarrowDale-30mv1BDrawing#WSS180379-8 PrintDate:3DID1118

CUTPADOORJAMBSTO SUlf

TRIMANGLE

f¼DHEADEll

HEADERFLASHWG

1

FAUr.X)R_.~

ER SCREWS2cf1420x22

X F(XINGSCREWS - 2 of 14.20x 22

GIRI NX1NG (O PA l.100HJAMS

'' , R01BacoPl2b

RO1 BasePlate _TArMANGLE

DOOR JAMBS SHOWNAREFOR ADOOR 4OPEN1NG OUT. FORAN INWARD OPENINGDOOR. REVCRSCTI(CJAMOS.

CAUTLON - FIREREGUL.ATIONS MAYREQUIREDOOR TO OPENOUT

X FfXING SCREWS-2of14.2DJt22

F) FIXINGBOLT-1cf14.20x22 × FIXINGSCREWS-4of14.20x22PA DOOR HEADERF1XINGTO JAMBS PA DOORHEADERFIXINGTO JAMBS

PERSONAL ACCESS (PA) DOOR ·- FITTED TO EAVE PURLIN

PurchaserName.DanielFlintaf

SileAddress:466DSandycreekRdSANDYCREEKCLD4516Asstrarla

Drawing ؼSS180379-8 PrintDale:30f01/18

ConnectionDetails seger.wdespanshees

NOTFORCONSTRUCTIONS x t.

Page7ef7 Far0756578899OCopyightSteeixlPPLyLid Email:admin@theds.cornar

TNCENGNEERNGP1YLTDAcr.tB10855260MEAist.(RegisteredNERSinclural&Chil)2741240CLD:RPEONo.13750;MC:EC44684;TAS:CC6968:N.T:22S521ES;PractisIrig ProfessionalStrucivraI&CidlErigineer

Sigrølure· /O'L. s· RNancarrow Dale·30/01h8

COLOUR THIS SIDE... ........... RD Jamb

._, COLOURTHISSIDP

EndGirt 5QUASHFQLD

EndWatl RO JambFlashing

XF49

XF18End Wall RD Jamb Flashing XF49

. . Girt

C Section

Corumn WindowHeaderif Strpplied

--cover Flashing 2 _. .

.fl---..

,COLOURTHisSIDE

IL-

' XF26 Flashing

XF50

Cover Flashing XF 50Window HeaderFlashing XF26 - Connection

I

PurchaserName:DanielRintolf

GloMdess:466DSandyCreeftRdS#NDYCREEKCLD4515usiralia

DrawingMWSS180379..9 PrintDate:30/01/18

Flashing Fixing Details sener:wdespans»ds

NOTFORCONSTRUCTION e07 578888Page l of3 Fax0756578899

©CapyightSteeixlPPlyud Emoll:ndmin@phedsromau

TNCENGINEERINGPIYLTDACN;610855200MEAusL(RegisleredNERS1rudural&Ciel)2741240CLD:RPEQ,13750;¼C:EC44684;TAS;CO3968:N.T:225521ES:PradisirgProfessionalStudural&ChilEngineer

Signalure' '- 4 , » R. Nancamsw Dole:300?l19

PA DoorJamb

---C01.cuFimt3 EIDE

COf.OUR THISSIDE

Girt

O

High ProfileWall Sheetingso, PA Door Side Flashing

-\-4o mm

---- 40 mm

XF26PA Door Side Flashing XF231

XF231

TrimAnglePAD Header-------,

I I

-1 I P wau sheerinacoLOURmis SIDE u

WaH Sheetingcolumn

PAD Header aFlashing

sdecirtcornerPA Door -.-.--

35 mmWall Sheeting

I II l

,

XF24Corner Flashing XF21 - Connection

TNG ENGINEERINGPIYLTDPurchaserName-DanielFJinlolfACN:610855260MEAusL(RegisieredNERSvuckna1&Civ1)2741240

Flashing Fixing Details seu spansheds 0-D ccs9ss;N.T:22ss21ss;

SiteAddtess:466DSandyCreekRdS8NDYCREEKCLD4515/ustralia. NOTFORCONSTRUCT10N Phone:0756578888

Page2cf3 Fac0756578899©CopyfghtSteeixlPPlylld Email:admin@shedsmm.au

Signa1ure:,4 4. R.Nancartow Dale:3001/18

Drawing#¼SS180379-9 PdalDale:3001/18

80mm

COLOURTHISSIDE

Ridge Cap --- Weather EndRoofing

ApexPlateRoofSheeting

...-- THor2-~¯ RootPurlin

L._...__.-- Raner ' . --.------ .

...-+---..,, cmea.r_.=gsza

XF83

Ridge Cap - XF 83XF21

Barge Flashing TrimcladCor.0URTHIS SIDERoofSheeting

TrimangleRoof Purlin

__.....-. Rafter

w.II sheeting

- ... ______._....._.._I

Barge Flashing XF11 - Sheeting Gable XF 11

TNCENGINEERlNGPWLTDPurchaserName;DanielFiln1oft/CN;610855260MEAsst.{RegisiefedNERStrtKrurat&Ciul)2741240

FlashingFixingDetails 8 aSpaitShedsSileMdresst466DSarxfyCreekRdSA'4DYCREEKCLD4515Ausiralia NOTFORCONSTRUCTION i ono:0756576888

Page3cl3 Fax0756578899©CopyrightSteeixlPPtyLtd Email;admin@hecrs.comau

Signa1um:.

. ., R.NancarrowDate;3001/18Drawing#¼SS180379.9 PrintDale.3001/18

This setow is prouded as a gu:de only. It is the regansibihtyof the concreter.erec10rto conüm hat all dunens ons are correct.

Right Side

m . . -

1.20m 1.20m

2.6m

____ _4.5m" - -"- - -- 4.5m

_______ _.... .. 9m

------_.-Measnmeny.m w 0:mde of end g|1S nd bays) and/or ?nt·e of -alJmns (mid bays) to inside of coniponeniopenmg see

Left End

Apex Height 3.34m

1m 1mI

5.ccom

i. aSii'' méru.Sd i Om I!-:P T.T-IdE Of 5|cI2 h O IhO 1051d0 Of OmOOneniOpP'llMg 5170.

rcr aw wme: DamclFLrecír

Component Positioness. 4660Sandycreek. Rd SaNDYCítLKCLD4515Ajstralm NOT FOR CONSTRUCTION SteehPlyL.id

Phore.07 5(1578888rax 075657A899

OcopyighiStceixlP PtyLtti Email admm(dpheds.com.au

Uraw.ng#'áSSt803/9· 10 PantDme "J0'01!18

TNCFNONEERINGPlVL 10CN 610 855 260

MEAat. (RegisterecNLH Shrcturaí&CM)27412-10Q..D RDEONo.13750.UC EC44ö8?TAS CCó9Fë.F:.T 225521 SPradsirnPrdessic:nalSmtrar& Ch?lErgnee'

4rmture" R.Nan?now Dale"30:r>1/1A

SomersetREGIONAL COUNCIL

OFFICIAL RECEIPT1041679

DANIELFLINTOFF 07-03-2018PO BOX 221KILCOYQLD 4515

Details Amount

Received from: DANIEL FLINTOFF ,1,051.00

-For: Planning & Development Fees- L27 SP207423 Total includesGST 0.00

System Code Details GST Amount

Gen Ledger 8120-1000-0001 DevelopmentApplications 0.00 1,051.00

Totals 0.00 1,051.00

Cash Tendered Change Cheques Direct Dep Credit Card EFTPOS Rounding

0.00 0.00 0.00 0.00 0.00 0.00 1,051.00 0.00

Our Ref: SHARONH

ABN 50 138 958249CouncilChambers- 2 Redbank Street, Esk QLD 4312

Address all correspondenceto - ChiefExecutive Officer, SomersetRegionalCouncil, PO Box 117, Esk QLD 4312P 0754244000 F 0754244099 E mail@somerset.qld.gov.auW www.somerset.qld.gov.au