09/1654 - Preliminary Building Works Assessable Against the Planning Scheme [As Published] · 172009.1654

Page 2

 

IDAS REFERRAL AGENCIES TRIGGERS (Most frequent referrals)
Please refer to IDAS Checklist for complete list

YES

COMMENT

 

Please tick

 

Department of Main Roads (Concurrence or Advice)
« State Controlled Road

 

Dept Natural Resources & Water

e Acid sulphate soils (Advice)
e Clearing of native vegetation on freehold land (Concurrence)

 

Environmental Protection Agency (Concurrence)

¢ ~=Environmentally Relevant Activity (for non-devolved Council as EPA)
e Contaminated land
*  €nvironmental Management/Contaminated Land Register
* UXO
= Land recently used as a ‘notifiable activity’
« — Industrial land changed to sensitive uses (eg school)
e Coastal related development.
e Koala habitat
e Wetlands (Advice only)

 

Queensland Transport (Concurrence)
. Railway
. Public Passenger Transport

 

Energex or other responsible entity (Advice)

° Electricity Easements/Substations

 

DIP (Concurrence)
. SEQ Regional plan

 

VARIOUS :

. Conservation estate (Advice)

 

OTHER STATE AGENCIES + TRIGGERS

 

 

QWNER’S CONSENT (State land)

oe

 

Department of Natural Resources and Mines

EPA

 

 

 

 

For further clarification refer to IDAS Guides prepared by Department of Infrastructure & Planning.

NSC g:\Manduse\administrative processes\application checklist.doc

 

Page 3

6 Ot . RECEIVED

at : . 19 NOV 2009

PartA, Version 3.4,

 

Common details
;NOTE: Answer all questions unless direcied to go toa Particular question. Refer to the end of the form for advice on how to complete this form...

fees Ra ener ie

 
 
 
 

 

seehication

ee

 

| ompanyiorgenisaton name (if applicable) [Platnum Pr

Individual applicant/Contact Person (If there is more than one applicant, provide additional applicant details on an attachment fo this form)

Title Ina i Lastname —|Stopka :

Postal address.

 

 

  

 

 

 

 

 

 

Contact telephone number {07 4127 13: | Mobile phone number : 0421 476 333 i

 

 

 

 

 

Facsimite number , 07 4128 1133 : e-mail address

 
  

 

 

 

    
     

Rose:

1. Identify the premises by completing Table A, or Table B and/or TableC {ensure adequate information is given to identity the premises)
Table A _ {Ifthe application is for a mobile and temporary Environmentally Relevant Activity (ERA), complete Table A only. Then go to Q2.

L

OR
Table B Street address for the premises (lick applicabie boxes below and insert property description in the fab}

  

 

   
 

 

 

 

 

 

ie. ideniify each lot in a separate row. }
{i) Street address / jot on plan for the Premises (Appropriate for most applications including building applications): or

(ii) O Street address /ot on plan for the land adjoining or adjacent to the premises (Appropriate for development in water e.g, jetty,
ponteon etc) (Note: Loton plan details may be obtained from titfe documents, a ‘Rate’ notice. or from the local government.)

‘pti aE

    

 

  

 

    
 

 

 

[4
AND/OR

Table C Coordinates and/or a map of the premises (Appropriate for development in remole areas,
Bay} etc.}

 

 

 

 

 

 

 

 

Noosa - Sunshine Coast _

 

over part of a fot, in water (e.g. channel dredging in Moreton

 

 

 

 

 

 

Lt]

T~ pepage

   

[~ wesea
[~: Other -

 

 

 

 

 

 

 

 

 

2.

identify if any of the following apply to the premises by completing Tables D, E” or F. (Note: im most instances, the premises wil Not involve any of
the following characteristics, however some applications may involve one or more of these characteristics - complete only if applicable)

Page 4

 

  
 

Part A. Version 3.1, 3 March 2008
watercourse or aquifer (e.g. river, creek, lake, cana)

=e

   

  

Gee y

 

 

 

Lf

 

Table E Complete if the premises are on Strategic Port Land under the Transport infrastructure Act 1994

   

         

 

   

“ee ‘ol St fide: ei ort‘Authority fof the jl
[ft

 

 

 

 

 

 

 

[1

 

 

3. _ Indicate the total area of the premises on which the development is proposed: (Note: The total area may include fand both above and below “@®
5 Seo tnt ie, Be
(Tick applicable unit)

 

  
  

 

 

 

 

 

  

FEcere tery caneenmarenn ins at SRK apa“ B ance epee SEH i; ™ vase STE ae . aye
(Existing use of the premises Mt a al ee ee

4. — Current use/s of the premises: {e.g. vacent land, house, townhouses, epartment building, shop, service station, school, sugar cane farming etc.)

 

  

 

|
5. Are there any existing easements on the Premises? (e.g. for vehicular access, electricity, overtand flow, water etc.)?

4 No Yes - Ensue the lype, location and dimensions of each easement are included In Plans, submitted with the appication
Proposal detalles WS ATES” BE oy ens
Proposal details. at SESS SE ae st s
6. Brief description of the proposal (e.. 6 unit apartment building, 30 fot residential subdivision, @ bore, aquaculture)

   

 

Addition of roof to back verandah and front entry

 

 

 

7. Does the paposal include new buildings or operational work {including any services) on the premises?

[X] No

may tk

O Yes - Ensure the nature, iocation and dimensions of the proposed works are inciuded in plans, submitted with the application

   

   

Somer gif i Nt SBE tee eayey: anes

  

 

      

eee e rar cy amare Trae sew
Resource entitlement (i apg SPoouided in he edieg section ft the end ofthe fom“ wang ey

   

8. Does the application involve taking or interfering with a State resource and therefore require a resource entitlement? (e.g. the application
involves State land (leased and freehold), declared Fish Habitat reas, taking quarry material, taking or interfering with water under the Water Act 2000, efc.)

No - GoioQ¢ O Yes - Complete Table G - provide details for each evidence required ona saperaié row, ifapplicable. Evidence of resource
ahocation or entitlement must be submitted with the application. You do not need to answer O9 - goto the next section
ee ane Tua tae cages ovens eve tearm ye SET Oe
plleable).~ fur ef infor alion 13 provided in tho'adi Ogat ine end of i 5 . fay
9. Complete Table H for applications involving a material change of use; teconfiguration of a lot; work on land below high-water mark and
not within a canal as defined under the Coastal Protection and Management Act 1995, or work on rail corridor land defined under the

Transport Infrastructure Act 1994 - provide details for each ‘Owner On a Separate row, OF on an étiachment to this form if applicable

  
         

     

 
  
  

  

 

    

Table H

 

or iat on plan description)”

 

   

1 Daniel John Casey 12 Piper st. Peregian Beach 4573, QLD. 13/11/2009

 

 

 

 

 

 

 

* Owner's signature cannot be provided on the form if you intend to submit the application electronically. Owner's consent musj/e provided 6 the ASsessment manager on an
attachment containing appropriate written documentation of the owner's consent. If the owner is a company, $127 of the rations Act (Cwealth) details how a
company may sign as owner. Templates for the provision of owner's consent are avaiable on the IPA website .

Page 5

INTEGRATED PLANNING ACT 1997

        
 

 

 

 

 

 

 

 

 

Eat. COC GSE palioaliet bers

10. The Portable Long Service Leave Levy (PLSL) is not applicable to this application if any of the following appl
[] the application seeks a preliminary approval only;

     

{] the application is Not for building and construction work under the Building and Construction Industry (Portable Long Service
Leave) Act 1991, section 3AA (e.g. the application is onty for a change of use, or for the following types of work carried out Solely for

farming purposes: land clearing, site preparation, earthworks, fences, fodder harvesting, clearing of encroaching vegetation, clearing of
regrowth, thinning vegetation or controling weeds or pests); :

[jal costs, that relate to the work both directly and indirectly, are less than $80,000, inclusive of GST; or

1 the work is being carried out under an owner-builder permit issued under the Queensland Building Services Authority Act 1991 -

Complete and submt a OLeeve Nolification and Payment Form {no payment required if owner-builder, permit number Steled). The receipted form must be
@ Sighted by the assessment manager before a development permit can be gen.

<

if. ts Payment of a PLSL levy applicable to this application? (Refer to Q10 and ihe Advice below for more information)?

[] No - Endorpeaa

 

Yes - Answer Q12 below

12, Has the PLSL levy beén paid?’ . ,

No - (NOTE: An application can be lodged prior to payment of the
the Assessment Managér before a development permit
Notification and Payment Form to QLeave. )

applicable PLSL levy. However, the levy must be paid and the receipted orm sighted by
may be given for this application. To pay the levy you will need to complete and submit a

oO Yes - Complete Table J and submit, with the application, the "yellow" (Local Government's (Council) / Private Cattifier’s) copy of the receipted OLeave Sorm

OFFICE USE ONLY (For use by the Assessment Manager / Private Certifier} (Optional)

Ps Leena, | Et) 09) nore |
eee

 

Receiving officer's

Fee ($) 41: Date received [ae Pe name

 

 

 

 

 

 

 

 

 

    
 
 
 

FEA RENERTS:

  
   
  

     

VORENGAGEMEN T:

 

 

 

 

 

 

 

 

 

 

 

1

 

 

 

 

 

 

 

Privacy Statement :
The information collected on Form 1 will be used by the Department of Infrastructure and Planning (DIP} in accordance with the processing and assessment of your Application.
Your personal details will nol be disclosed for a Purpose outside of the IDAS process, except where required by legislation {including the Freedom of Information Act 1 992) or as
required by Parliament. This information may be stored in a DIP database. The infomation collected will be retained as required by the Public Records Act 2002.

 

 

 

Advice for completing Part A

Page 6

INTEGRATED PLANNING ACT 1997 Part A, Version 3.1, 3 March 2008

General advice

. Part A of IDAS Development Application Form 1 must be completed and accompany all development applications. The applicant is responsible
for answering all questions fully and correctly, unless following a response there is a statement to go directly to another question. The
Assessment Manger may refuse to receive an application that is not properly made.

 

 

. The IDAS Assessment Checklist must also be completed for all development applications, other than those requiring assessment against the
Building Act 1975 only, i.e. those applications requiring the completion of Parts A and B only.

Applicant details

. if the applicant is a company or organisation, a contact person must be nominated. The applicant's signature is not required to be provided

under the IPA.
Details of the premises

 

. The term ‘premises’ is defined by the IPA, schedule 10 to mean a building or other structure, and land (whether or not a building or other
structure is situated on the land). The term ‘tand' is also defined to include the estate in, on, over or under the land,

. Details of the land are not required if the application involves a mobile and temporary Environmentally Relevant Activity only. Instead complete
Table A.

je The premises may be identified in a number of ways -

« Street address and lot on plan are most common and will apply to most applications.

* Coordinates may provide the best means of accurately identifying the location af development proposed in waters, or on a telatively small
development site distant from property boundaries on a large lot. Sufficient coordinates need to be provided to identify the boundary of the
premises the subject of the application. Eastings and northings using GDA94 datum is preferred, but longitude and latitude and other
(specified) datum such as Zone Reference or GS84 may be provided.

. The definition of ‘water body' and ‘watercourse’ can vary from Act to Act.
je StrategicPortLandis within a local government area bul a local government's planning scheme does not apply onStrategicPartLand.
StrategicPortLandis declared under the Transport Infrastructure Act 1994. For further information go lo INAS Guide 11 (Development on

strategic port land) and the Queensland Transport (Ports) website,

° “Tidal water' is defined in the Coastal Protection and Management Act 1995 (Schedule) and ‘tidal area’ for a focal government and for strategic
port land is defined in the IPA (schedule 10). Generally, the area below “high-water mark’ (defined by the Coastal Act in relation to high water
mark at spring tides) establishes the boundary of a tidal area. Land below high water mark is not within a local government's area unless
provided for under the Local Government Act 1993. Unless otherwise provided for by legislation, a focal government has no jurisdiction below
high water mark. A tidal area for strategic port land is within the jurisdiction of the relevant port authority, while the Environmental Protection

, Agency generally has jurisdiction for a local government tidal area, However, the IPA gives local governments jurisdiction for assessing and
deciding applications for prescribed tidal works within the local government tidal area, and the planning scheme may be applied to that
assessment (to the extent provided for in the code for prescribed tidal work),

 

Resource entitlement

. Section 3.2,1(5) of the IPA requires evidence of resource entitlement be given for applications if they involve taking or interfering with a
prescribed State resource. Schedule 10 of the Integrated Planning Regulation 1998 (IPR) prescribes the State resources, including State-
owned land, where evidence is required to be given, and the evidence required to support the application. Link to Integrated Planning
Regulation. Section 3.2.1(10)(a}(ii) states an application cannot be taken to be properly made without the required evidence.

. For applications involving the taking or interfering with water under the Water Act, the development application may be made at the same
time as the request for resource entitlement, and the Department of Natural Resources and Water will accept the application as properly made.

. For State-controlled roads, a resource entitlement is not required for an activity that is exempl ancillary works or encroachment {identified by
gazette notice under the Transport Infrastructure Act 1994, section 50), or if the activity requires referral to the Department of Main Roads.

. Evidence may be required from more than one Department responsible for a State-owned resource, e.g. from the Environmental Protection @
Agency for quarry material below high water mark, and the Department of Natural Resources and Water in ‘elation to the State-owned land
above high water mark.

 

Owner's consent

. Section 3.2.1(3) of the IPA prescribes that an application must contain, or be supported by, the written consent of the land owner/s, if the
application involves: a material change of use; teconfiguration of a lot; work on land below high-water mark and not within a canal as defined
under the Coastal Protection and Management Act 1995; or work on rail corridor land defined under the Transport Infrastructure Act 1994,

. Evidence of this consent may need to be provided before the application will be accepted as properly made by the Assessment Manager, during
the processes of the application or in the event of an appeal about the outcome of the application.

. “Qwner' for the purpose of a lodging an IDAS development application means the person at the time of lodging the application, entitled to
receive the rent for the land (or would be entitled to receive the rent for it if it were let fo ¢ tenant al a rent).

je Templates are available from the [PA website for the Provision of owner's consent as an attachment to this form. However other documentation
may be used for providing owner's consent provided it is clear the documentation relates to the development application for the premises.

° Owner's consent, if required, must be provided even if the appficant is the owner. Owner's consent is not required for a mobile and temporary

ERA.

 

 

 

Page 7

 

z “y ' . : .
INTEGRATED PLANNING ACT 1997 Part A, Version 3.1, 3 March 2008
Portable Long Service Leave (PLSL) Levy : .
° The Building and Construction Industry Portable Long Service Leave Scheme provides long service leave entitlements to workers in the building

and construction industry who would be unlikely to accrue enough service with one employer to qualify for long service leave. To fund the

scheme, a Portable Long Service Leave Levy

{PLSL levy) is collected on certain building and construction work carried out inQueensland.

‘ The PLSL levy amount and other prescribed Percentages and rates for calculating the levy are stated in the Building and Construction Industry
(Portable Long Service Leave} Regulation 2002. included in the amount collected by QLeave is the Workplace Heaith and Safety Fee and the
Building and Construction IndustryTrainingLevy. :

° The Building and Construction Industry (Portable Long Service Leave) Act 1991 (PLSL Act) defines the building and construction work subject to
the PLSL levy and includes renovating, relocating, constructing, altering, demolishing, maintaining or repairing buildings, pools, roads, jetties,
pipelines, fences or earthworks, and works for subdividing, irrigating or draining land.

* The PLSL levy need not be paid when the application is made, but the PLSL Act requires the levy to be paid before a development permit may
be issued.
. The Assessment Manager must sight an approved form issued by QLeave advising of the status of the payment of the PLSL levy. Building and

. Construction Industry Notification and Payment Forms are available from anyQueenslandpest office or agency, on request from QLeave, or can
be completed on the QLeave website at www Aleave.qid,gov.au. For further information contact QLeave {Tel: 1800 803 481 Web:

" www.dleave.gld.gov.au) -

 

 

Page 8

INTEGRATED PLANNING ACT 1997

—e-

Part E, Version 3.2

 
   
 

Part E

Building &/or operational works assessable
against a planning scheme’

  

 

 

 

1° Nature of work that tequires assessment against a planning scheme:

[X] Building work - Complete Table A (J Operational work - Complete Table B

 

“Table A

(i) What is the nature of the building work made assessable in.the planning scheme?

 

Alterations and minor extensions of covered areas as shown on attached plans.

 

 

 

(ii) Are there any current approvals associated with this application? (e.g. material change of use)
(X] No° [] Yes - Provide details below

 

 

 

> - + +

 

2. What is the dollar value of this operational work? (ie. the total value including GST, materials and labour) |$ 100,000

 

 

 

|Mandatory Information. ©...

    

3. Confirm that the following mandatory information accompanies this lication

 

: . Confirmation of
lodgement +

 

 

Plans, andspecifications if applicable, showing the nature and location of the proposed works (including the yoo
Joxtent of any cut and fil) (X] Confirmed — }-e-mail

 

 

 

 

 

 

e@ OFFICE USE ONLY ‘

 

 

 

 

Date Received Reference Numbers [

 

 

Advice for completing Part E

General advice
* Part A must also be completed for all IDAS development applications.
« The appticant is responsible for answering all questions fully and correctly, unless following a response there is a statement to go directy to another question,

 

 

Qi A development permit authorises development to occur, while a preliminary approval is a step in the approval process and does not authorise development to occur

 

 

 

* This form is also used for building or operational work assessable against the land use plan for Cairns airport land or Mackay airport land. Wherever planning scheme is
mentioned, take it to mean the land use plan for the airport tand.

Page 9

INTEGRATED PLANNING ACT 1997 _ IDAS Assessment Checklist, Version 22

ion

IDAS

Assessment Checklist

 

 

jetermining State assess
‘application.

 

   

Answering the following questions will assist you in determ ing which Sections of the checklist must be completed for your application. If.
unsure,-phone or visit your local. government or log onto the DIP website www.dip.gld.gov.au for help

For all IDAS development applications (except those for building work requiring assessment against the Building Act 1975 only) - complete Section 1 of this
checklist

Does the application seek approval to make a material change of use of the premises?
ifyes - complete Section 2 of this checklist ; ’

 

 

bd Yes |(CINo

 

Does the application seek approval to reconfigure a lot?

if yes - complete Section 3 of this checklist and Part F of IDAS Application Form 1. If the premises are completely within a ' single C1Yes |X)No
local government area assessment is by the local government. .

Does the application seek approval to carry out operational work?
if yes - complete Section 4 of this checklist

 

Byes |CINo

 

Does the, application seek approval to carry out building work requiring assessment against the Fisheries Act 1994?

 

| Yes |No
if yes - complete Section 5 of this checklist :
Have you received a referral agency response under section 3.3.2.of the IPA, in relation to this development application?
if yes - complete Section 6 of this checklist {JYes |KINo

 

Does the application seek approval to carry out building work requiring assessment against a local government planning
scheme? Yes |LJNo
if yes - complete Form 7 Part E of IDAS Application Form 1. Assessment is by the local government. .
Does the application seek approval to carry out building work requiring assessment against the Building Act 1975?
if yes - go to Appendix 1 of this checklist for advice on building referrals. Complete Part B of IDAS Application Form 1. (Yes |LINo
[Assessment is by a building certifier

Do you wish the application fo be assessed against a superseded planning scheme?
if yes - complete Form 1 Attachment 1 C1Yes |D}No

 

 

 

Is the application for development completely or partly on Cairns and Mackay airport land under the Airport Assets
(Restructuring and Disposal) Act 2008?

if yes - Assessment is by the Department of Infrastructure and Planning. Complete Form 1 Part D of IDAS Application Form 1 ifthe |L1Yes |EQNo
application is for a material change of use, and Part E if for building or operational work, Also, the application must be referred to the
local government as Advice Agency.

 

 

 

 

 

Page 10

IDAS Assessment Checklist, Version 22

 

    

 

 

INTEGRATED PLANNING ACT 1997
~ ALA = a a SM aS ges :
ISECTION 1 sec ed for all applications that require completion of the IDAS Assessment Checklist, “2
iii ses si — = - . em
}HERITAGE " ZL
er the Queensland Heritage Act 1992?

 

1.1A Is any part of the proposal intended to be carried out on a Queensland heritage place und
No-Goto118  ([] Yes ,
IPA, schedule 8. part 1, tabie 5, tem 2; IP Regulation, schadule 2. table 2. dem 18.
1.1B Does the proposal involve development intended to be carried out on a place entered in a local heritage register under part 11 of
the Queensland Heritage Act 1992, other than if the place is on Cairns or Mackay airport land? .

_ BX) No-Gotogr2 =] Yes
IPA, schedule 8, part t, tab%e 5, item 2A, IP Regulation, schedule t, part 2. table §. Kem 2.

|REMOVING QUARRY MATERIAL; WILD RIVER AREA
Does the proposal involve removing quarry material from a watercourse or lake as defined under the Water Act 2000?

BX] No-Gotoq7.3 [[] Yes
JPA, schedule 8, part 1, labie 5, dem 1; P Regulation, schedule 2, table 2, item 11, IP Regulation, schedule |, fable 5, tem 2 (wild iver area); Water Act 2000, -

1.2

section 966C, Wild Rwers Act 2005, section 43A .

|ENVIRONMENTALLY RELEVANT ACTIVITY; WILD RIVER AREA

1.3 Does the proposal involve an environmentally relevant activity (ERA), other than a mining activity or a petroleum activity?
OX] No-Gotoar4 [7] Yes

IPA, schedule 6, jiari 1. table 2."itent 1; IPA, sthecide 3. part 1, latle 5, dems 3 and 4: iP Requiatien, schedule 2, table 2, ems 1 ane 23; Environmenta: Protection Act 1994. sectian
vets Act 2005, section ¢3A. relevant wild river decisration: Wild Rivers Cade.

GAA tale tivar area}, W

  
 

‘WITHIN THE LIMITS OF A PORT

1.4 ls any part of the premises within the limits of a port under the Transport Infrastructure Act 1994?

No - Go to 01.5
LD Yes

JP Regulation. schedule 2, table 2, items 15 and 16

 

|DECLARED FISH HABITAT AREA

15 Does any part of the premises adjoin a declared fish habitat area under the Fisheries Act 1994?

LX} No - Goto 1.6
O Yes - if answers fo questions in other sections of this checklist indicate that the proposed development is assessable under IPA, sched,
8, this application requires assessment by the Department of Primary industries and Fisheries (DPI&F). if DPI&F is not the

Assessment Manager for the application, the agency has jurisdiction as Advice Agency.
EP Regulation, schedule 2. tabie 2. tem 28

[COMMUNITY INFRASTRUCTURE

1.6 ls any part of the premises designated for community infrastructure?

DX] No - Goto 91.7
(Yes
1 Regulation. schedule 2. fable 3, dem 7
WASTE WATER MANAGEMENT j
Does the proposal involve the establishment or expansion of a waste water disposal system?

1X] No -Endof Section 1 (T] Yes
IP Regulation. schedule 2. fable 3, dem 5

17

Page 11

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 22

  

SECTION Ni2 Section 2 must be completed when the application seeks approvat to make a material change of use of. premises"

 

 

 

'STATE PLANNING REGULATORY PROVISIONS AND PLANNING SCHEME ~~

2.4 Is the proposed use assessable under any State planning regulatory provisions?
[XJ No LI Yes

If no, is the proposed use assessable under the planning scheme?
(J No - Go to 92.2 [J Yes - Comptete Form 1. Part D and answer Q2.1.1 - 2.1.13 below

 

iBROTHEL

   

2.2 Is the proposed use a brothel as defined under the Prostitution Act 1999?
BXJ.No -Gotoa23 (] Yes
IPA, schedule 8. part 1, table 2, item 2: Prostitution Act 1999, section 64

 

|STRATEGIC PORT LAND.

   

2.3 Is any part of the use proposed on Strategic Port Land under the Transport Infrastructure Act 1994?

EX] No -Got0a234 [] Yes :
IPA, schedule 8, part 1, table 2, item 3; IP Regulation, schedule 2, table 2-item 6

 

|AIRPORT LAND

   

2.3A \s any part of the use proposed on Cairn and Mackay airport land under the Airport Assets (Restructuring and Disposal) Act 2008?

EX} No-Gotoa24 ([] Yes

IPA, schedule 8, part 1, table 2:itemn 3A; IP Regulation. schedule 2, table 2, item 6A
»

 

 

 

[MAJOR HAZARD FACILITY” us" 32. rete :
2.4. Is the proposed use a major hazard facility or possible major hazard facility under the Dangerous Goods Safety Menogomert Act
2001?

&X No - Go to 02.5 oO Yes - (Complete Form 1, Part L) This application requires assessment by the Department of Emergency Services
(DES). if DES is not the Assessment Manager for the application, the agency has jurisdiction as Concurrence
Agency.

IPA, schedule 8, part 1, table 2, item 4; iP Reguiation, schedule 2. table 2, tem 7

 

[CONTAMINATED LAND REGISTEREDLAND’ 2 =. we
25 's any part of the land forming the premises on the Environmental Management Register or Contaminated Land Register under the
Environmental Protection Act 1994?
EX] No -Gotoaz6 ([] Yes
IPA, schedule 8, part 1, table 2. item 5; 1P Regulation, schedule 2. iabie 2 tem 22

 

 

‘CONTAMINATED LAND - NOTIFIABLE ACTIVITY Boog SY : "
26 Is any part of the land forming the Premises currently used for a notifiable activity, or if there is no existing use was it last used for
a notifiable activity?

X] No -Gotoo27 [_] Yes
re schedle 8, part 1, table 2. item 6: IP Requiation, schedule 2. table 2. item 22

  

 

 

'CONTAMINATED LAND - INDUSTRIAL ACTIVITY:

27 !s any part of the premises currently used for an industrial activity (other than for a mining activity or petroleum activity), or if there
is no existing use was it last used for an industrial activity (other than for a mining activity or petroleum activity)?
[X] No -Gotoaz8 (_] Yes

IPA, schouule 8. part 1, table 2 item 6: IF Reyulition. schedule 2 table 2, tem 22

  

 

 

|CONTAMINATED LAND - AREA MANAGEMENT ADVICE (NATURAL MINERALISATION OR INDUSTRIAL ACTIVITY) ®
28 Is any part of the premises in an area for which an area management advice has been given for natural mineralisation or industrial
activity (other than for a mining activity or petroleum activity)?
IX] No - Go to029
CO Yes

JPA, schedule 8, part 1, table 2 item: JP Requialion, schedule 2. table 2. item 22

Page 12

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 22
IAQUACULTURE; WILD RIVER AREA |
29 ls the proposed use for aquaculture as defined under the Fisheries Act 1994?

BX] No -Gotoazt0 [_] Yes

IPA, schedule 8, part t, lable 2, item 8; IPA, schedute 8, part 2, table 2, iter 1 (sell-assessable aquacufture): IP Regulation. schedule 2, table 2, itaa) 27
Fisheries Act 1994, section 76DA (wild river area); Wild Rivers Act 2005, section 43A

 

 

‘AGRICULTURAL AND ANIMAL HUSBANDRY ACTIVITIES IN A WILD RIVER AREA |

2.10 Is any part of the premises in a wild river area declared under the Wild Rivers Act 2005?

No -Gotoq211 (—] Yes
IPA, schedule 8, part 1, table 2, item 11: IP Regulation, schedule 2, table 2, item 36 ; Wild Rivers Act 2005, sections 42, 43A

 

iSOUTH EAST QUEENSLAND REGION i
2.11A Is any part of the premises within the South East Queensland (SEQ) designated region?
EX] No -Gotoq2t18 [] Yes

Dralt South East Queensland Regional Plan 2009-2031 Regulatory Provisions, divisions 2 and 4; iP Regulation, schedule 2, table 3, item 13

 

[FAR NORTH QUEENSLAND REGION co ©

2.11B Is any part of the premises within the Far North Queensland region (FNQ) designated region?
No -Gotoa2.12 [[] Yes

Dralt South East Queensicaid Regional Plan 2009-2031 Regidatory Provisions, divisions 2 and 4: iP Requisition, scheciule 2, table 3, item 13

 

[CONSERVATION ESTATE |

2.12 Is the proposal for urban purposes, as defined under the IPA?
No -Gotoa2.13 [_] Yes
IP Regulation, schedule 2, table 2. dem 40

 

|REMOVAL, DESTRUCTION OR DAMAGE OF A MARINE PLANT |
2.13 Does the proposed use involve the removal, destruction or damage of marine plants under the Fisheries Act 1994?
DR] No -End of Section2  [_] Yes

ale 4, lum § (a.sessable dovalopment): IPA, st
schedule 2. table 2, tem 29, IP Regulation, sched

 
   

 
  

ie 4, tom 4 (sell-ascassable davelopinenl Fisher
item 8: Fisheries Art 1994, sactan 76D8 (wild tee

 
 

Page 13

    
    

IDAS Assessment Checklist, Version 22

 

 

 

   

 

[PLANNING SCHEME ee a et |
vai
41 |s the proposed operational work assessable under any State planning regulatory provisions?
No (] Yes
If no, is the proposed operational work assessable under the planning scheme?
(FJ No - Goto a4.2 Yes - Complete Form 1, Part E and answer Q4.1.1- 4.1.7 below
ISTATE-CONTROLLED ROAD: S 7s
4.1.1" |s any part of the premises located in part of a future State-controlled road, or within 100m of a State-controlled road?
No [] Yes

If no, is the proposed operational work for filling or excavating listed in Integrated Planning Regulation 1998,
schedule 5 and does it exceed the threshold?

RX] No - Goto. 04.1.2
| Yes - This application must be referred to the Department of Main Roads (DMR) as Concurrence Agency.
JP Regulation. schedule 2, table 3, item 3: P Regulation, schedule 2. tabie 3. item 4(b)

ACID SULFATE SOILS

4.1.2 Is any of the operatiortal work proposed in a local government area listed*' in State Planning Policy 2/02: Planning and Managing
‘, + Development Involving Acid Sulfate Soils
BK] No -Got0a413 (11 Yes
. 4Taurukun, Bowen, Brisbane, Broadsound, Bundaberg, Burdekin, Burke, Burnett, Caboolture, Cains, Calliope, Caloundra, Cardwell, Carpentaria, Cook, Coolooia, Douglas,
Fitzroy, Gladstone, Gold Coast, Hervey Bay, Hinchinbrook, Isis, Johnstone, Livingstone, Logan, Mackay, Maroochy, Maryborough, Mirium Vale, Momington, Noosa, Pine Rivers,
Redcliffe, Redland, Rockhampton, Sarina, Thuringowa, Tiaro, Torres, Townsville, Whitsunday .
1 Regulation, schedule 2, table 2, item 4: State Planning Po!

|EASEMENTS AND SUBSTATIONS

        
       

   
 
  
 

icy 2:02: Planning and Managing Development involving Acid Sutfate Sails, section 38

 

 

 

4.1.3 |s any of the proposed operational work for filling or excavation?
ER] No - Go 1004.14 :
[J Yes
JP Requiation, schedule 2, tabie 3 fa); IP Regulation, schedule 2, table 3, item 10fb)
4.1.4

|s any part of the premises subject to an easement in favour of the holder of Pipeline Licence Number 1 issued under the
Petroleum Act 1923 for the construction or operation of t

he Moonie to Brisbane strategic pipeline under that Act?
No -Goto04.1.5 [[] Yes .
IP Regulation, schedule 2. table 3. item 17

(PUBLIC PASSENGER TRANSPORT:
415

    
         

|s any of the proposed operational work listed in schedule 1 s it exceed the

3C of the Integrated Planning Regulation 1998 and doe
specified threshold?

No- Go to 04.1.6 Oo Yes - This application must be referred to QueenslandTransp

  

 

 

ort (QT) as Concurrence Agency.
iP Regulation, schedule 2, fable 3, item 14
|RAILWAY SAFETY AND EFFICIENCY * ~~ Por ‘ : . : . : }
4.1.6 Is any of the proposed operational work listed in schedule 13D of the Integrated Planning Regulation 1998 and does it exceed the
specified threshold?

OX] No- Go to 04.1.7
iP Regulation, schedule 2.

  

  

Cl Yes - This application must be referred to QueensiandTransport (QT) as Concurrence Agency.
e3. item 18

 

(KOALA CONSERVATION (outside SEQ urban footprint) oe
447

  

4s any part of the premises in'a koala conservation area or koala sustainability area, other than in an SEQ urban footprint area?
EX] No -Gotoas2 [-] Yes ,

{P Regulation, schedule 2, table 3. item 19

Page 14

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 22

 

WILD RIVER AREA - Although legislation provides for assessment of operational works for residential, commercial and industrial
fdevelopment for the purposes of the Wild Rivers Act 2005, currently no declarations for any of the wild river areas apply the Wild Rivers
code to that type of development.

 

 

ASSOCIATED WITH RECONFIGURING A LOT; RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT IN A WILD RIVER
AREA

4.2 Is any of the proposed operational work associated with reconfiguring a lot and the reconfiguration is also assessable?

BX] No -Gotoas3 [_] Yes

JPA, schedule 8. part 1. table 4, item 2; iP Regulation. schedule 1, part 2, tabie 5, ilern t(c)

Wild Rivers code (Note: the code doas not cinrently contain applicable provisions for residential, industral or commercial development inside a designated whan
area)

 

 

 

|KOALA CONSERVATION (inside SEQ urban footprint)

4.3A Is any part of the premises in an interim koala habitat protection area?

[XJ No -Gotoa438 (_] Yes
IP Regulation, schedule 2. table 2, item 344

 

. \VEGETATION CLEARING; KOALA CONSERVATION; WILD RIVER AREA a [email protected] ls any of the proposed operational work for the clearing of native vegetation to which the Vegetation Management Act 1999

applies?

[XJ No -Gotoas4 [[] Yes

IPA, schedule 8, part 1. table 4. items 14-16. iP Regulation, schedule 2, table 2. item 5 (vegetation cleaving); iP Regulation. sched:
conservation): IP Regulation, schedule 1, part 3. table 4, item (vegetation clearing-wild river area}; Vegetation Management Act 1999.
Clearing/wild river area): Wikd Rivers Act 2005, sections 31F and 43A

 

   
 

fable 2, deni 34 (koala
clion 22A (vegetation

 

iTAKING OR INTERFERING WITH WATER; WILD RIVER AREA

 

44 ls any of the proposed operational work for any thing constructed or installed that allows, under the Water Act 2000, for taking or
interfering with water from a watercourse, lake or spring {other than using a water truck to pump water, and other than under
the Water Act 2000, section 20(2), (3) or (5)), or from a dam constructed on a watercourse or lake?

[DX] No -Gotoa45 [7] Yes - Answer (a) and (b) below

IPA, schedule 8, part t.lalve 4 items {a}. iP Regulation. schedule 2 table 2. item $; [P Regulation, schedule 1. part 3, table 4, items 3 anki JA: Water Act
efeaj: Wild Felvers Act 2005, section $3A. retevant wild river declaration: Wid Rivers Code

 

ios Q6GA {wild rivie

45 ls any of the proposed operational work for any thing constructed or installed that allows, under the Water Act 2000, for taking or
interfering with artesian water (other than using a water truck to pump water)?
No Goto 04.6 Oo Yes - (Complete Form 1, Part K,) This application requires assessment by the Department af Natural Resources and Water
(NRW). if NRW is not the Assessment Manager for the application, the agency has jurisdiction as Concurrence Agency.

IPA, schedule 8, part 1, table 4, tem 3{h): IP Regulation, schedule 2. table 2. item 8: IP Regulation, schedule |. part 3. table 4, tem 3
Wild Revers code (Nole. the code does not curently contaitt applicable provisions far taxing or interfering with artesian water)

46 Is any of the proposed operational work for any thing constructed or installed that allows, under the Water Act 2000, for taking
overland flow water (other than using a water truck to pump water)?
[XI No -Gotoa4.7 [_] Yes - Answer (a) and (b) below

IPA, schedute 8. part 1 table 4. imam sicign: Regulation cchedule 2. table 2, tem 8. [P Regulation, schedule 1 part 2 table + tem
Wao Rivers Act 2005, section 4 2A: retevant aiid diver declaration: Wad Rivers Coa.

 

47 - Is any of the proposed operational work for any thing constructed or installed that allows, under the Water Act 2000, for taking or
interfering with subartesian water (other than using a water truck to pump water)?
BQ] No -Gotoass (_] Yes
IPA. schedule 8. part 1, lable 4, item 3ic}{i): 1P Regulation, schedule 2. table 2. item 5: IP Regulation. schadule 1, part 3. able 4. tem 3
Water Act 2600, saction 960A {wild :ver area}iNole no curen! Wid River declaration idaniifies taking 0 interfering wilh subariesian water as assessable}
Wild River code (Note. the code daes not currently contain applicable provisions for sub artesian water}
48 Does any of the proposed operational work for any thing constructed or installed that allows, under the Water Act 2000, for
interfering with overland flow water (other than using a water truck to pump water}?
IX] No -Gotoas9 (—] Yes - Answer both (a} and {b) below

IPA, schedule & part t table ¢, tems iciii) and Sid), 1P Regudation, scheaule 2, fable 2, item 9: IP Reguisies. schedule 1. part 3, fable 4, tem JA Water Act 20
fiver area): relevant wid river dectaration, Wid Rivers Code.

 

 

Page 15

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 22
-o -

49 Is the Proposed operational work for the following?
(i) For the construction of a referable dam as defined under the Water Supply (Safety and Reliability)
& No ( Yes
Act 2008 .
(i) To increase the storage capacity of a referable dam by more than 10% & No 1) Yes

If yes to either or both (i) or (ii) above - (Comptete Form 1, Part Ky This application requires assessment by the Department of Natural Resources and
Water (NRW). If NRW is not the Assessment Manager for the application, the agency has jurisdiction as
Concurrence Agency.

IPA, schedule 8, part 1, table 4. item 4: IP Regulation, schedule 2, table 2. item 10

 

 

(TIDAL WORK; WILD RIVER AREA’, “i

4.10 Is any of the proposed operational work tidal work, other than excluded work defined under the IPA?

1X] No -Gotoost1 [7] Yes - Answer {a) and (b) below .
IPA, schedule 8, part 1, fable 4, item §; IP Reguiation, schedule 2, table 2, items 12, 14 and 17:1P Regulation. schedule 1, part 3, table 4, items 4A and 5
Coastal Protection and Management Act 1995, section 1044 (wild river area)

{COASTAL MANAGEMENT DISTRICT; WILD RIVER AREA pe, Le a

  

411 Is any of the operational work proposed to be carried out within a coastal management district?
[X] No -Gotoasi2 [J Yes

IPA, schedule 8. part 1, table 4, item 5: IP Regulation. schedule 2. lable 2, items 12 and 14: IP Regulation, schedule 1, part 3, lable 4, flens 4A and 5
Coastal Protection and Managoment Act 1995 Act 1995. section 1044 (wild river area); Wild Rivers Act 2008, section 43A

(WATERWAY BARRIER WORKS; WILD RIVER AREA fen

 
  

4.12 Is any of the proposed operational work for constructing or raising waterway barrier works under the Fisheries Act 1994?
[X] No -Gotoa413 [7] Yes

IPA, schedule 8, pat 1, table 4, em 6, IPA, schedule 6, part 2, table 4. dea 2 Fisheries Sagulation 1995 31124 {sell-ascassante codesh: IP Regulation, schedule 2, table 2. tans 2a
Requtation, sehedute 1, part 3. tela 4, tant 6: Fisheries Act 1994, section 760 wit aver area), Wild Rivers, Act 2008, secticn da

   
  
  

4.13 Is any of the operational work proposed to be carried out completely or partly within a declared fish habitat area under the
Fisheries Act 1994? : : ,

EX] No - Goto 04.14
Yes

 

    

 

 

REMOVAL; DESTRUCTION OR DAMAGE OF A MARINE PLANT; WILD RIVER ARES” di Ces
4.14 Is any of the proposed operational work removing, destroying or damaging marine plants under the Fisheries Act 1994?
No -Gotoa415 [7] Yes

1

         
 
   

 

 

4.15 Is any of the operational work Proposed to be carried out in a wild river area declared under the Wild River Act 2005?

No. -Gotea416 [[] Yes
IPA, schedule 8. part 1. table 4, item 10: 1P Regulation, schedule 2. table 2. item 37, Wild Rivers Act 2005, sections 42. 434

 

  

manpenensy

  

ISTATE-CONTROLLED ROAD

     

4.16 Is any part of the premises located in part of a future State-controlled road, or within 100m of a State-controlled road?
DX] No -Envotsecions [] Yes

IP Requiation, schedule 2. table 2. item 3

Page 16

INTEGRATED PLANNING ACT 1997 (DAS Assessment Checklist, Version 22

 

Disclaimer:
While the Department of Infrastructure and Planning (DIP) believes that this information contained on this form and provided as part of
this process will be of assistance to you, it is provided on the basis that you will not rely on the information without first making your own
enquiries regarding the interpretation and application of the applicable legislation to your circumstances.

To the full extent permitted by law DIP expressly disclaims all liability (including ut not limited to liability for negligence) for errors or
omissions of any kind or for any loss (including direct and indirect losses), damage or other consequence which may arise from your
reliance on this process and the information contained on this form.

 

 

 

Page 17

Compliance Certificate for building Design or

19

Specification

 

 

NOTE

This is to be uséd for the Purposes of section 10 of the Building Act 1975 andior section 46 of the
Building Regulation 2006.

RESTRICTION: A building certiffer (class, B) can only give a compliance certificate about whether
building work complies with the BCA or a provision of the QDC. A building certifier (Class B) can
not give a certificate regarding QDC boundary clearance and site cover provisions.

 

1. Property de description,

This section need only be completed if |

‘details of street address and Property «
description are applicable. *

EG, In the case ‘of (standardigeneric)
pool designishell manufacture and/or
patio and carport systems this section
may not be applicable.” HN)

e “description: imust identity all and the

ject ‘of the applicatio
The tot & plan details (eg. ‘SP Re} ae.
shown on title documents or a.rates notice,
If the plan i is not registered by title,’ provide .
previauis lot and plan details.

2: Description of componentis certified
Clearly describe the extent of work covered by
this certificate, e.g. alt structural aspects of the
steel roofbeams, °° *:

 

 

: Street address fi chide n0., street, suburb / locality & poste)

 

12 Piper Street

 

Postcode 4573

Lot & plan details (attach list if necessary) ‘ mag A ea

Peregian Beach

 

As per Architectural Drawings

 

_ Inwhich local government area is-the land situated? —

 

 

 

 

As per Architectural Drawings

 

 

Footings & Slab on Ground

 

Wall Fi raming Bracing & Tie Down >

 

| Floor ‘Framing

 

 

 

 

 

 

3. Basis of certification.

Delail the basis, for giving the certificate and the
int to which tests, specifications, rules,
dards, codes of practice and other

publications, were relied upon.

 

AS 1170 Dead & Live Loads & Wind Loads

 

 

AS 3600 Concrete Structures |
AS 4100 Steel Structures Code

 

“AS 3700 Masonry Code
0-1996 Residential Slab & Footings

 

 

 

 

AS 1684 Residential Timber Framed Construction

 

 

 

 

 

 

 

_-LOGAL GOVERNMEN

Gate received,

    

 
  

Referenés Numberts

 

Page 18

Form 15 continued

4. Reference documentation
Clearly identify any relevant documentation,
@.g. numbered structural engineering plans.

Barlow Gregg VOM Drawings BM090768/01.01B to 01.11A

 

 

5. Building certifier reference number

Building certifier reference number

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

6. Competent person details Name (in full)
A compeient person for building work, means a Noel Ward
person who is assessed by the building certifier | oe! War |
for the work as competent to practise in an 5 i
aspect of the building and specication design, Company name (if applicable) Contact person
of the building work because of the individual's | VDM Consulting |
skill, experience and qualifications in the -
aspoet The competent person must also be Phone no. business hours Mobile no. Fax no.
registered or licensed under a law applying in | (07) 5444 0400 | | | (07) 5444 0536
the State to practice the aspect. Email add
ess
If no relevant law requires the individual to be nail add
licensed or registered to be able to give the |
help, the certifier must assess the individual as
having appropriate experience, qualifications or Postal address
skills to be able to give the help. PO Box 200
>

If the chief executive issues any guidelines for MOOLOOLABA QLD Postcode 4557
assessing a competent person, the building
certiier must use the guidelines when Licence or registration number (if applicable)
assessing the person.

[ RPEQ 3850
7, Signature of competent person Date

This certificate must be signed by the individual
assessed by the building certifier as competent.

 

Signature

 

“ it i
L fil GOA

i} SF

 

 

 

 

The Building Act 1975 is administered by the
Department of Infrastructure and Planning

Queensland Government

Department of Infrastructure and Planning

Page 19

 

 

 

12

PROPOSED RENOVATIONS

 

PIPER STRE

 

 

 

 

T, P

 

 

 

 

SREGIAN B

 

 

 

 

BACH

 

 

GENERAL

a

REAO THESE DRAWINGS B® CONAUNCTION WITH
ARCHITECTURAL AHO OTHER ENGINEERING
GRAWINGS AND SPECICATIONS AND WITH
‘SUCH OTHER WRITTEN WSTRUKTIONS AS MAY
bE Issuen.

 

 

 

  

 

 

  
  

 

 

 

GENERAL CONTINUED.

GB. THE DOCUMENTED OESIGN IS STABLE FOR THE
FINAL AS-GULT CONOITION OF THE STRUCTURE,
WITH ALL STRUCTURAL ELEMENTS, BRACING
AND CONNECTIONS IM PLACE, THE MEANS,
METHOOS, TECHNQUES, SEQUENTES, :
TEMPORARY WORKS AND SAFETY MEASURES,

 

F9, LARGE TREES ADJACENT TO THE GUILOING ARE

2 PRISEORCED CONCRETE CONTRUED.

TO BE REMOVED, THE VOIDS SHALL BE
EXCAVATED, BACKFILLED & COHPACTED WITH
SUITABLE MATERIAL SIMLAR 10 THE
EXCAVATED MATERIAL.

C, SYHBOLS ON DRAWINGS FOR GRADE & TYPE

OF REINFORCEMENT ARE AS FOLLOWS:
R  OENOTES STRIXTURAL GRADE 230
PLAIN ROUND BAR TO AS 4471,
W DENOTES HOT ROLLED GRADE 508

CONCRETE BLOCK MASONRY

mL

ALL CONCRETE BLOCK MASONRY WORK IS TO
GE EXECUTED IN ACCORDANCE WITH THE
CURRENT EDITION OF.-

AS 3790 - S,A.A MASONRY CODE

 

 

 

 

 

 

SIRUTRAL TeBER

1

ALL TIMBER-FRAMED CONSTRUCTION tS TO BE
CONSTRUCTED, SIZED % FIXED IN ACCORDANCE
WITH THE CURRENT BUILDING CODE OF
AUSTRALIA £ AS 1586.2,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DEFORHED BAR TO AS 4671, AS 6655 - CONCRETE MASONRY UTS 12, ALTERNATIVE MEMBER SIZES & STRESS
2, VERFY SET UT Soe SiON OH THE REQUIRED TO EXECUTE THE WORKS AND FY, ALL TREES, PROPOSED OR EXISTING, SHALL St DENOTES HARD DRAWN WIRE AS 3608 - SAA CONCRETE STRUCTURES CODE GRADES HAY BE USEG IN ACCORDANCE WITH
DRAWINGS BEFORE SITE WORKS, COWS AUCTION MAINTAIN STABILITY OF THE PARTIALLY NOV BE CLOSER TO THE FOOTING THAK 0.8 REINFORCNG FABRIC TO AS 1308, AS 2699 - MASONRY WALL TES AS 1684.2 - MEMBER SPAN TABLES.
ANG FABRICATION COWENCES, REFER ANY COMPLETED STRUCTURE REMAIN THE THES THER HATURE HEIGHT. WHERE Tits CAN S STRUCTURAL GRADE DEFORMED BARS AS 2699.2- HASONRY CONSTRUCTION,
SCREPANCY TO THE ENGATER BEFORE RESPONSWRITY OF TRE GULOER. THE SULOER WOT BE ACHEVED, BURDER IS TO SEEX ADVKE TO aS 1302. ACCESSORIES 73. MEMBER SIZES ARE MINIRUM ONLY & HAY BE
KG WITH THE WORK, si RESPOUSELE for R EWA 4 QUALFEED FROM ENGREER, . INCREASED FOR AESTHETIC REASONS OR EASE
1.0 AND VIC) TO CO. HOKIMUM (APS OF REINFORCEMENT IUALOI: M2. ‘CLEAN OUT’ BLOCKS TO BE USED AT FIRST OF CONTRUCTION.
G2, 00 NO OBTAN OMENSIONS BY SCALING FROM ORSYGN, CERTIFY AND INSPECT THE TEMPORARY FTI, TRENCHES FOR SERVICES SHALL 8 LOCATED AT KESH Bonn COURSE ABOVE EACH FLOOR AND ALL MORTAR
INGS, onus, a Terpoeany Praprwc on ARRPUM CF 1.0n CLEAR OF FOOTINGS. fa 9 CAR 30ten To BE REMOVED FROH CORES PROR TO Th. THE ROOF/TRUSS LAYOUT seransroagen
WORK [HOUT
Gh, ALC WORKHANSHP AND MATERIALS SHALL BE INSPECTION AND WRITTEN APPROVAL FROM A FZ. PROPER SITE DRAINAGE & FOUNDATION - Me 8 OAR tom : COMPETE LLG REFERRED TO THe ENGINEER PRR TO
1 ACCORDANCE WITHTHE CURRENT 5.4.8 REGISTERED IVIC AND QLO! ENGINEER. MAWTENANCE MUST BE STRICTLY OBSERVED TO C9. ALL REINFORCEMENT SHALL BE CONTRIUOUS WR CONCRETE MIX USEO TO FILL CAVITY 10 HAVE FABRICATION/ERECTION FOR CONFRHATION OF
GIES AND TE BY-LAWS AND ORDIWANCES FOOTING & FOUNDATION PREPARATION MINHISE MOISTURE VARIATIONS BW REACTIVE Sai THE FOLLONG LAPS AT SOUCE: CHARACTERISTIC COMPRESSIVE STRENGTH OF BEAM/UNTEL SES & THEDOWN RECUREKENTS,
IELEVANT BULONNG AUTHORITY, Fi. PREPRRE EXOT oT BLOW THE LAY SOLS. IT 1S THE HOUSE OWNERS TRENCH HESH 30Can 20MPa UF'eh, MAXIMUM SLUMP 230mm, HAXINUM " :
GS. THE sTRUcrURa BULONG BY REMOVAL OF ANY TOPSOL RESPONSBRITY TO BE FAMILIAR WITK £ FABRIC 3inn AGGREGATE SIZE dean (MAXIKUM & COURSE TS. ALL BRACING WALLS ARE TO BE CONSTRUCTED
THE STRUCTURAL WORK SwOHT ov THE CONTAINING ORGANS ANOVOR dete COMPLY WITH THE REQUIREMENTS OF “GUIDE HEIGHT PLACED AT ORE TIME) IN ACCORDANCE WITH AS 1686.2 OR THE
TOADS BT OT eT eae FOR THE MATTER WHICH HAY INKKBIT COHPACTION. 10 HOME OWNERS ON FOURDATION (HALL REREORCERENT SHALL BE CHAIRED TO THE RELEVANT HANUFACTURERS. SPECRICATIONS,
ACCORDANCE. MITE Ae ane BELOW WK . “ MAINTENANCE & FOOTING PERFORNAKCE.” ‘SATISFACTION OF THE ENGNEER. M6, MORTAR TO BE MIXED IN PROPORTION OF ALL INTERKAL WALLS ARE TO BE ADEQUATELY
MCE WITH AS 170 PARTS 1 & 2, FR. OREDEN FOOTINGS AND SLAB STHFENNG PURISHED BY (SRO. 1.910:6.0 CEMENTHYDRATED LIME:SANO COR FIXED TO THE CELING/ROOF FRAME AS PER AS
G6. ALL STRUCTURAL WORK BEAMS TO BEAR ON FOUNDATION MATERIAL (C0, WHERE BRITTLE FLOOR COVERINGS ARE USEO EQUIVALENT CEMENT = SAND MORTAR WITH 1686.2,
+ ALL STRUCTURAL WORK MUST BE WSPECTED WITH HARI SAPE Seating Preset 13, REFER TO THE GEOTECHNICAL fEPORT “s VER AN AREA GREATER THAN tée, EXTRA PLASTICISER) AND HORTAR COMPRESSIVE
INO APPROVED BY THE ENGINEER, NOTED THe TARE Reo ee NOTED RY THE TABLE TO LEFT. HEASURES SHALL BE TAKEN TO CONTROL THE STRENGTH AT 76 DAYS TO BE 20MPa MEU 16. ALL BOLTED TMBER STRUCTURAL JOINTS,
G7. FORTY-CAHT (cs) HOURS NOTE MUST . BONEGRCED COMCRETE EFFECT OF SHRINKAGE CRACKING. SUCH ALL STEEL BOLTS AS SPECIFED OW AS tin
* GYEN TO THE ENGNEER PRIOR waar oe F3, COMPACT FOWDATION BELOW THE CONCRETE «Cl. ALL CONCRETE WORK AKO RORFORCEMEN? TO MEASURES SHALL INCLUDE ONE OF THE MS, CHARACTERISTIC COMPRESSIVE STRENGTH OF SHALL FITED TO PREBORED TOMGER warn
CONCRETE POURS OR OTHER SIMLARLY CRUCIAL SLABS TO THE STANOARD ‘OF COMPACTION FOR BE DXECUTED wy ACCORDANCE WMH THE,” FowownG. BLOCK truc © 5 MPa UNO. GOT MOLE oases ine GREATER sens
PHASES OF CONSTRUCTION, FILL_UNDER SLABS OR FOOTINGS HEREUNDER RELEVANT S.A.A CODES AND SPEGFICATIONS: IN A THE ANOUNT OF stemwaGe peNFORCENENT * ‘ eae
UNLESS NOTED OTHERWISE. PARTICULAR THE CURRENT EDITION OF AS 3600. SHALL BE NCREASED TO $1.92 OR Se ee ena ns FoR .
: it : :
FL, SAND FLUNG UNDER SLABS OR FOOTINGS (2. CONCRETE COMPONENTS AND QUALITY TO BE EQUIVALENT THROUGHOUT THE AFFECTED HASONRY WALL ee En ee ee ar caste
= ‘SLAB PANELS.” ALTERNATIVELY, AN ‘SITE JOINT WHERE STEEL PLATE DOES NOT PROTECT
SHALL BE PLACED IN MAX. 200mm LAYERS, NZS (EXPOSURE CLASSIFICATION AU U.N.O. CONSTRUCTION AND
WIND LOADS: (UNCOMPACTED OEPTH) COMPACTED IN NAXINUN AGGREGATE SIZE TO BE 20mm “UNO. ADDITIONAL SHEET CF SLAB MESH SHALL BE class SURFACE FiusH | SPACING (a sen. WASHERS AS SPECIFIED BELOW SHALL
© REGION: B . ACCOROANCE WITH AS 1269 (DENSITY XDEX TO 2. canceere test¥e: to coaroan vita PLACED OVER AFFECTED AREAS, Dag | ARTLATION ROT NED,
TERRAIN CATEGORY: 2 BE GREATER TMH 70% a ACCEROANCE WITH. CONCRETE TESTEG TO COMFORE ITH THE 8 THE efoon SySreN FoR earTiLe REQUIRED HIMIUM REOUREO Zt OF WASHERS EOR
* DESIGN GUST WIND SPEED: CURRENT EDITION OF AS 3600, COVERINGS SHALL BE SELECTED ON THE EXTERNAL MASONRY "__STRUCIVRE BOLTED JONES (mot
; m/s FS. FALL MATERIAL OTHER THAN SAND lie, GRAVEL, : BASIS OF THE EXPECTED SLAB MOVEHENT FACE FINISH, RENDERED) = 2.0 ROUND souare
tims DECOMPOSED ROCK OR BROKEN ROCK, FREE CL, THE CONCRETE SLUMP”SHALL KOT BE LESS COVER ST APACTERISIKS OF THE FLOOR HEH OR PAINTED . BOLT| THECKNESS [WASHER Mit) WASHER PIX.
ms FROM ORGANC MATERIAL ANG LUMPS OF CLAY) THAN YSema AND HOT HORE THAN 190ne, COVERNGS. BICLUDING o SOE LERGTH
SOm/s UNDER SLABS OR FOOTINGS To BE COMPACTED 0 | STERNAL MASONRY me Tue 0 3
IVI . TO ACHIEVE A DENSITY RATIO ICALCULATED By CS. “ALL CONCRETE SHALL @E ADEQUATELY (C THE PLACEMENT OF FLOOR COVERINGS SHALL HD TEE eee 6a 7 7 7
© BALCONIES: 3.0kPa AS 1288) OF WOT LESS THAN 98% AT VBRATED INTO PLACE, NO WATER TO BE BE OELAYED (THREE HONTHSI. SR SREY aS = 2
_o MAXIMUM ORY DENSITY AS DETERMENED BY AS ADDED ON SITE., CURE CONTINUOUSLY FOR NOT . $0 iit Ms
© STAIRS: — 2.0kPa 1289, LESS THAN SEVEN IT] DAYS iM AN APPROVED. REKOERED OR PAINTED, [ert ae 35 $0
* FLOORS;  1.SkPa HANNER. me ut 3 7
IN, AFI RING PRE! Fé. PROOF ROLL THE FOUNDATION AND REMOVE . -
: ANO RECONSTRUCT AREAS THAT BREAK UP OR C6. NO HOLES, CHASES OR VOIDS, OTHER TKAN nae | so 75 6s
* =100kPo ‘SHOW EVIDERCE’OF MOVEMENT UNDER THE THOSE SHOWN ON THE STRUCTURAL DRAWINGS carol 6.0 i 15
GEOTECHNICAL REPORT; PROOF LOADING. ARE TO BE MADE WITHOUT PRIOR APPROVAL
: OF THE ENGINEER,
o BY: N/A F7, CONSTRUCT FOOTINGS UNDER ALL LOAD ” - FO. ALL WASHERS TO GE GALVANISED U.NLO
eo NUMBER: N/A BEARING WALLS (TYPICALI.
IT SSIFICATION: Fe. tap comer ‘i
=" |. LAP AND BARS COUVALENT 10 TRE
oH" VISUAL REINFORCEMEHT IN THE FOOTING TO BE
PROVIDED AT CHANGES tH OIRECTION AND
JUNCTION OF FOOTINGS.
Sunshine Coast PROJECT: loaTe: OCT. 2009 |SCAte as SHOWN] A3
£0 Gos 200 ret Peat ss) PROPOSED RENOVATIONS TO — pesteneo. LIR {approves
2 ;otoolaba ip 1G
CONSULTING r 3817 Sk66 Ob00 EXISTING RESIDENCE ORAWN: _ACP | Atel!
+61 7 S44 0536 AT 12 PIPER STREET CHECKED: NOW R.?.£.0;
8 | AMENDED WHERE SHOWN s.rt2009 fu E tens [email protected] ’
A | ISSUEO FOR CONSTRUCTION 23.10.2008. }scr BARLOWGREGG waregg@ydegr cup, PEREGIAN BEACH PROJECT SETSHEET REV]
Barlow VOMPyLa Fraser Coust Carat Const GladstOme -
Tor Gmanduent aE ow Grog VOM Pry Rot 7 saws T aty ost geste att on FOR PLATINUM RESIDENTIAL |BM0Q90768 01.07 B

 

 

 

Fr 0417 Oe WF A 0057 069) ALTE TD

Page 20

 

‘STBSTURAL STERLWoRK

SU. ALL WORKMANSHIP & MATERIALS SHALL BE IN
ACCORDANKE WITH AS 4100 E AS 1554 EXCEPT
WHERE VARIEO BY THE SPEGFICATION,

$2. ALL STEEL SHALL BE IN ACCORDANCE WITH AS.

3679 GRADE 250 OR 300 UNO. (AS 1163

GRADE C350 FOR RECTANGULAR & SQUARE

HOLLOW SECTIONS OR GRADE 200 FOR

GRCULAR HOLLQW SECTIONS TO 165.imm 0.0. &

GRADE C356 ABOVE %65.ina 0.01

63. WELOS SHALL GE TO THE REQUREMENTS OF

AS 1554 & SHALL BE 6mm CONTIUOUS FILLET

-WELOS UNLESS SHOWN OTHERWISE.

- BUTT WELOS SHALL BE PRE-QUALIFIED
COMPLETE PENETRATION BUTT WELDS, ALL
WELOS SHALL BE CATEGORY $P 1K
ACCORDANCE WITH AS 155% UNLESS NOTED
OTHERWISE,

SS. ALL GUSSET AND CONNECTION PLATES SHALL

BE tomm URLESS SHOWN OTHERWISE,

56, BASE PLATES SHALL BE {6mm UNLESS SHOWN

OTHERWISE.

Hunrans Sem RAOUS CUT SHALL BE MADE TO
ALL RE-ERTRANT CORNERS.

3.

SO, ALL INTERNAL STEELWORK 1S TO BE
MECHANICALLY WIRE BRUSHED TO
REQUIREMENTS OF AS 1627.2 AND HAVE 7
COATS OF & ZINC RICH PRIMER PADTT
COMPLYING WITH AS 3750.

ALL EXTERNAL STEELWORK 15 TO Bf HOT
OMPPED GALVANISED, STEELWORK 10 BE
GALVANISED SHALL BE QLEANED TO
REQUIREMENTS OF AS 6660 CLASS 2 1/2 OR
BETTER & HOT OP GALVANISED 10
REQUIREMENTS OF AS 4680

59. BOLTS TO BE KGH STRENGTH, SNUG TIGHT 10
AS (100, ILE. 8.8/5) UNO,

 

SIO, ALL NUTS, BOLTS £ WASHERS TO BE

GALVANISED,
‘St, HOLDING GOWN BOLTS TO BE SUPPLIED
COMPLETE WITH LEVELLING NUTS, HUTS AND.
WASHERS,

su.

OAMAGED PAINT WORK & ALL-HUTS, BOLTS.
AND WASHERS SHALL BE CLEANED ARO
RETOUCHED AFTER ERECTION.

S'R CONCRETE ENCASED STEELWORK TO BE LEFT
UNPAINTEO AND BE WRAPPED iN FGW 41
FABRIC UNLESS OTHERWISE SHOWN,

S16, TWO (21 COPIES OF ALL WORKSHOP DRAWINGS
TO BE SUBMITED TO THE ENGINEER ANO
APPROVAL OBTAINED IN WRITING BEFORE
FABRICATION IS COMMENCED. APPROVAL DOES
NOT INCLUDE CHECKING DIMENSIONS.

Chuang

PL. ALLOTMENTS CONTAPING REACTIVE SITES
CLASSIFIED AS H OR € SHALL BE PROVIDED
WITH AN ADEQUATE SYSTEM OF PLUMBING
DETAILED IK ACCORDANCE WITH THE
FOLLOWING,

(WOTE- METHODS: USED "SHOULD COMPLY WITH

LOCAL PLUMBING AND ORAINAGE REGULATIONS).

‘A PENETRATIONS OF THE EDGE BEAMS OF A
RAFT AND PERIMETER STRP FOOTINGS
‘SHALL BE AVOIDED, BUT WHERE NECESSARY
‘SHALL BE SLEEVED TO ALLOW FOR
MOVEMENT. CLOSED-CELL POLYETHYLENE
LAGGING SHALL BE USED AROUND ALL
STORMWATER AND SEWER PIPE
PENETRATIONS THROUGH EXTERNAL
FOOTINGS. THE LAGGING SHALL BE A
HONEIUM OF 20mm THICK ON CLASS H SITES
AND Stem THEK OM CLASS E SITES,
SLEEVES ALLOWING EQUIVALENT MOVEMENTS,
MAY BE USED AS AN ALTERNATIVE.
LAGGING IS HOT REQUIRED AROUND VERTICAL
PENETRATIONS THROUGH SLAB PANELS,

CONNECTION OF STORMWATER DRAINS AND
WASTE ORAS SHALL CNCLUDE FLEXIBLE
CONNECTIONS,

SEPIK TANKS AND ASSOCIATED SOAKAGE
AREAS SHALL BE LOCATED 0 MONIIZE SOR

MOISTURE INCREASE WITHIN THE FOUNDATION.

D PLUMBING AND ORAINAGE UNDER & SLAB
SHALL BE AVOIDED WHERE PRACTICABLE.
PRES MAY BE ENCASED IM CONCRETE OR
RECESSES OY THE SLAB WHEN PROVIDED

‘WITH FLEXIBLE JOINTS AT THE EXTERIOR OF”

THE SLAB,

‘MAINTENANCE
Mat, THE OWNERS ATTENTION IS DRAWN TO
APPEND A OF AS 2870 "PERFORMANCE

REQUIREMENTS AND FOUNDATION MAINTENANCE,”

MAZ. LARGE, MOLSTURE-ABSORBING TREES ARE HOT
TO SE PLANTEO IM CLOSE PROXIMITY TO THE
FOOTINGS,

MAR. NATURAL WATER’ RUN-OFF IS TO BE DIRECTED
AWAY FROM SLAB AND PLATFORM GENERALLY.

MAG. EXCESSIVE WATERING OF GARDENS AQJACENT
TO THE HOUSE SLAB ISTO BE AVOIDED, TO
MINIMISE ANY GROUND HEAVING,

‘STE ORAINAGE

- SOL PRISHED SLAB LEVELS TO BE 250mm OOK)”

ABOVE GROUND, OR AS REQUIRED BY THE
* COCAL AUTHORITY.

PONTING OF WATER ADIACENT To FOOTINGS
“10 GE PREVENTED AT ALL TIMES.

502.

ALL SURFACE RUN-OFF TO BE ORECTED AWAY
FROM THE FOUNDATION SY A NINIMUM GROUND
SLOPE OF 1 0H 30, a

ALL ROOF DRANAGE TO BE PIPED AKO
CISCHARGED AT LEAST 6.00 AWAY FROM THE.
FOUNDATIONS.

503.

. SITE “DRAWAGE TO BE MAINTAINED AT ALL
TOHES BOTH OURING AND AFTER CONSTRUCTION.

 

D=—=<IN

Tv yy

 

 

 

Tutt R_CUT

‘crow
Fa

bx
wo eran}

DRANAGE (AYOUT FOR WET SITES

 

SLAB CAS? ABDVE GROUND.
LEVEL TO SOL DRAINAZE CONDITIONS,

SUREACE DRAINS ALONG LINE OF SLOPES

RETANING WALL FOR
WERHOOURS BLOCK

= 10 QUTFALL :
oR
“ / bX]
19 OVIFALL TO OUTFALS

 

 

i PROPOSED.
RESON

1590

 

 

 

 

 

 

CONCRETE PATIWAY REQURED
FOR FREE ORABYAGE.

DRABIAGE LAYOUT FOR ADJACENT RETAINNG WALLS

FOR CONSTRUCTION

 

 

 

 

 

 

    

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

y . ‘Sunshine Coast PROJECT: Date: OCT. 2009 [Scale as sHownfA3
MPRA. Level 11 Brshone Road PROPOSED RENOVATIONS TO [cesteneo UR wPROR A fh
° jox faclactaba .
: , EXISTING RESIDENCE orawi ACP | Ay
_CONSULTING — i warsae osne AT 12 PIPER STREET, CHECKED. NOW Pe ai
8 | AMENDEO WHERE SHOWN 9.112009 LR E: bariowgregg®rdmgroup.com.au PROJECT :
BARLOWGREGG PEREGIAN BEACH
A | (SSUED FoR CONSTRUCTION 73.19,2009 |SGT Jar, sees Fraser Coast Coral Coast stone ~
We aerial tare [oy [Sate OTe? LATHE EUTAS Gs 97 7 maIFOR PLATINUM RESIDENTIAL BM090768 01.02 8B

 

Page 21

 

     

INDICATES REQUIRED
LOCATION OF 3 N12 x
2000lg TRIMMERS BARS TO
RE-ENTRANT CORNERS.
50mm COVER TO EDGE OF
SLAB.

“OR INDICATES 3/N12 DOWELS
600g, DRILL & “EPOXY INTO
EXISTING FOOTING 150 Min.

0.75mm BONDEK, 100mm
SLAB” MESH 25mm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SLAB & FOOTING LAYOUT

4:100 at A3

REFER TO ARCHITECTURAL SPECIFICATION FOR ALL SET OUT DIMENSIONS, FINISHINGS, FLASHINGS,

WATERPROOFINGS, ETC.

 

 

CONCRETE GRADES
SLAB N20 CONCRETE.
FOOTINGS - N20 CONCRETE

 

 

 

100mm THICK SLAB. SL72
MESH, 40mm TOP COVER
U.N.O.

 

 

YETI 300w x 200d M.C EOGE THICKENING

 

PF1 900sq x 450d R.C PAD FOOTING

PF2 600sq x 450d R.C. PAD FOOTING

BP1 @350 x 900d M.C. BORED PIER TO
FOUND 300 INTO MEDIUM DENSE SAND

SF1 350w x 450d R.C STRIP FOOTING

 

 

 

 

 

GENERAL_NOTES:
‘1. ALL BEAMS TG HAVE Ni2 CORNER BARS

(500 x 500} TO MATCH REINF. AS
SPECIFIED. PROVIDE 2 N12 SPLICE BARS
(600min. LAP] AT ALL BEAM JUNCTIONS.

2. BASES OF ALL EXCAVATIONS TO BE
FINISHED SOUND AND FREE OF ANY LOOSE
MATERIAL PRIOR TO PLACEMENT OF
CONCRETE.

4. ALL FOOTINGS TO FOUND 300 INTO MEDIUM

> DENSE SAND BY MEANS OF DIRECT BEARING.
ALTERNATIVELY PROVIDE 350 ¥.C. BORED
PIERS © 1800crs TO FOUND 300 INTO MEDIUM
DENSE SANO {M.D.S).

5. TERMITE PROTECTION TO BE PROVIDED IN
ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA AND OTHER RELEVANT COOES.

IF LARGE TREES ARE REMOVEO DURING
SITE PREPARATION. THE VOIDS ARE TO
BE EXCAVATED, BACKFILLEO &
COMPACTED WITH SUITABLE MATERIAL
SIMILIAR T TO THE EXCAVATED MATERIAL.

on

 

 

»o@

AMENDEO WHERE SHOWN
ISSUE FOR CONSTRUCTION

FAL20O9
23.10.2009

 

 

 

Amendment

 

Oute

 

 

 

WMPTA

CONSULTING
BARLOWGREGG

Barlow Gregg VDM Pty Lid
ABN: T7 114 957 363

 

‘Sunshine Coast

a. Level 1, 181 Brisbane Road
PO Bor 200 Mocieataba OLD 4557

F: 0617 Skee Gace

F: 3617 SUEL 0536

E: [email protected] @
Fraser Coast Coral Coost Gi e

% 41? 4220 3955, 62 7 GUS? 4455) Te 4972 522
F: +617 612k 683 41 7 452 433 F: ol 7 A872 9577

 

 

 

PROJECT:

PROPOSED RENOVATIONS TO. [besianen: UIR |approw
EXISTING RESIDENCE DRAWN ACP itt
AT 12 PIPER STREET,
PEREGIAN BEACH

FOR PLATINUM RESIDENTIAL

 

gate: OCT. 2009 [scare as sHown]A3

 

 

  

 

 

CHECKED: NDW [apc.o:

 

PROJECT SET.SHEET REV]

 

BM090768 01.03 B

 

 

 

Page 22

 

         

 

                     

8 BASE PLATE. 6 CFW TO C1
&/M16 CAST iN. ANCHORS. °

100 SLAB. SL72 MESH 40
TOP COVER.

8 CLEAT 6 CFW TO
C12 M12 BOLTS. -

S/S

 

Z_.--2

 

  

 

 

 

  

 

 

 

 

 

 

$
™~ Aen
BI Bi s | L conpacten SANDBEO WITH
: 4 Lo q VISQUEEN VAPOUR BARRIER
NON-COMPRESSIBLE 350sq BRICK PIER. . . . OVER (CONTINUOUS).
GROUT TO SUIT.

 

   

3 N12 EACH WAY.

& 600 COG 200, 50 BOTTOM

N.S.L

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

3 ET1+PF2 Cover
ae
8 BASE PLATE 6 CFW. & . (BY
M1é CAST.IN ANCHORS. : z SECTION \o1.03/ 1:20 at A3
5 NI2 EACH WAY. NNN NNN NON
300 | COG 200, 50 corte ; ow
PF1+C1 COVER. [ 0.75mm BONDEK, 100mm an \
- SLAB SL82 MESH 25mm 77 i
TOP COVER. GUESTS 4
SECTIO (A / | \BATHROOM
N \on03/ 1:20 at AZ j 7 (
- L
ees
i=
: “ 410 DOUBLE CLAY BRICK TC
MATCH EXISTING. {
ALTERNATIVELY USE 190
voID BLOCK, N12 @400 Ctrs
\ VERTICAL REINF. MATCH
f STARTER BARS. N15 CONC
. CORE FILLED. é
: N.S.L N.S.L }
- [wet pee
. wn
. ~ SF1
I~ 3 BAR Lil TRENCH MESH,
. 50mm COVER.
SECTION G2) wot .
: FOR CONSTRUCTION
Preset: DATE: OCT. 2009 [SCALE aS SHoWN|A3)
TH Brsbone Road PROPOSED RENOVATIONS TO foesineo. UR ,
CONSULTING © car sca EXISTING RESIDENCE prawn ACP Ak
AMENDED WHERE SHOWN £ |. zp Q ‘e pane scup.ten, @ AT 12 PIPER STREET, _ CHECKED: NOW
ISSUED FOR CONSTRUCTION 7 BARLOWGREGG Fraser ut Conat tet au odstone PEREGIAN BEACK PROJECT SET.SHEET REV
Bartow Grogg VDM Pty Lid G8 35ST ATT OTST 4685 T. o6 7-4572 9522 PLATINUM RESIDENTIAL BM090768 01 04 2B
Amendment “ABN: 77 114 957 363 SMe condigan Carve a ]POR : I .

Page 23

 

. 8 BASE PLATE. 6

GROUT TO SUIT. ~\ CAST IN ANCHORS,
N.S. N.S.L

 

 

M.0.S. —
1 * -
m *

350
BP1+C2

 

 

900 Min,

 

 

 

 

BP1 TO C2 CONNECTION DETAIL 12 eas

 

 

 

z

Ww

SLAB REINF, w

[ as SPEC. <

> _F.S.L
‘s

| wr] =

Lconpacteo SANOBEO WITH . .

EDGE THICKENING ET1 DETAIL 2 a as

 

VISQUEEN VAPOUR BARRIER
OVER (CONTINUOUS).

FOR CONSTRUCTION

 

   

gO 196 PRepeny oF aamowzstes, von FIT 11.
COPED Dw CHES NeTMOUT dn

AHENOEO WHERE SHOWN 9.91.2009 UR
ISSUEO FOR CONSTRUCTION 23.10.2009 SGT

 

No.

 

 

 

 

 

 

Amendment ore By

 

META.

CONSULTING
BARLOWGREGG

Bartow Gregg VOM Py Lit

 

‘Sunshine Coast

Level 3, 181 Grisbane Rood

PO Box 200 Haoloclaba GLO 4SS7
Tr +617 5466 200

F: +637 Stee 0536
E> [email protected] a
Gat

Fraser Cocst —Corat Coast
Ts 07 OQE 3955 Te 0617 452 4655 7 a972
Fe 617 6124 W603: 41 7 4052 4493 F617 A972 9577

 

 

 

 

 

 

PRONECT: pate: OCT. 2009
PROPOSED RENOVATIONS TO _ oésicnen. Naa
EXISTING RESIDENCE JORAWN: . AP
AT 12 PIPER STREET, CHECKED: NOW

 

PEREGIAN BEACH PROJECT SET SHEET REVI

 

 

 

 

FOR PLATINUM RESIDENTIAL |BM090768 01.05 B

 

ASN: 77 114 857 363

Page 24

 

+ HATCH INDICATES BONDEK SLAB

     

LINE OF EXISTING
CAVITY BRICK nT

   

FIX 8 ANGLED CLEAT. 2/M12 BOLTS HATCH INDICATES
—- TO B3 2/M16 CHEMSET BOLTS TO EXISTING STRUCTURE.
“ BRICKWALL. ENSURE BOLTS ARE '

LOCATED CENTRALLY ON BRICK.

o_o

 

   

 

                
       

 

 

 

01.10

 

 

 

 

 

 

 

 

   

SLAB ON GROUND
_REFER SHEET 01-038

C1 (CONT)

Bt

 

Bi (CONT)

 

 

 

 

 

 

 

 

B14

 

 

~ PPI

 

 

 

 

Bi (CONT)
Bi

4100 at A3

 

 

 

 

 

ee
Root Been

Q
FIX B BASE PLATE. 6 CFW TO C13
M16 CHEMSET BOLTS TO R.C. SLAB.

GROUND-FLOOR FRAMING LAYOUT 100 or a3

REFER TO ARCHITECTURAL SPECIFICATION FOR ALL SET OUT DIMENSIONS, FINISHINGS, FLASHINGS, _
WATERPROOFINGS, ETC.

FOR CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

/  Sunsténe Coost PROJECT: paTE: OCT. 2009 [SCALE as ‘SHOWN A3
MW Level 1, 18 Gristore Ross PROPOSED RENOVATIONS TO escven. _-LJR j
CONSULTING Taian EXISTING RESIDENCE Rawes ACP
8 | AMENOEO WHERE SHOWN 9.12009 fuR E Certevgregyedngrexp.con.cu AT 12 PIPER STREET. ao NOW SETSHEET __REV|
ISSUEO FOR CONSTRUCTION 73.10.2008 |S6T fang court soap to any reas ea BARLOWGREGG fonts coost (orci Const PEREGIAN BEACH :
Ameen te] | Mer Messraandimtne eaira a FOR PLATINUM RESIDENTIAL [BM090768 04.06 _B

Page 25

 

EXISTING ROOF LINE. "JK" INDICATES 3770x35 PROPOSED ROOF LINE.
MGP12 ADOITIONAL STUDS
WITH 1.M12 HOLD DOWN ROD.—

   

 

 

 

 

 

23.
Te

       
  

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
= x Pa TRUSS REQ’D: 6kN
a aa 4 PROV: _6kNMIN.
a Al __ = |
3 joy ft
“ : :
1
ty
bod
x
g

 

 

 

 

 

 

 

 

 

INDICATES 30 x 0.8 GI.
STRAP BRACING. FIXED TO
EACH RAFTER WITH

 

 

 

 

 

 

 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2/D2.8 NAILS.
SHADING INDICATES EN a
OF EXISTING FLOOR OVER.
LOWER ROOF & UPPER FLOOR FRAMING LAYOUT wooo as
REFER TO ARCHITECTURAL SPECIFICATION FOR ALL SET OUT DIMENSIONS, FINISHINGS, FLASHINGS, WATERPROOFINGS, ETC.
. rn FOR CONSTRUCTION
poeese sama pane - ‘Sunshine Coast PROJECT: ° nate: OCT. 2009 [scare as sHowN|A
ames = | IIR i lene feed PROPOSED RENOVATIONS TO arsien  LIRJapprowen,
serum tee | CONSULTING | 7s teu oe 4s ~ JEXISTING RESIDENCE * forawn ACP [lool falas
AMENDED WHERE SHOWN siiz009 [Lan ° Eo bartovsreg gethgtoupcemeu AT 12 PIPER STREET, oe NOW ra REV|
SSUED FOR CONSTRUCTION 33.10.2009 |SGT , BARLOWGREGG Froser Coast Coral Coast af PEREGIAN BEACH - an a 07 B
asian tare 5 PNT agar aes RTA EATS EUS IFOR PLATINUM ResiOENTIAL [BMQ90768 01.

Page 26

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

INDICATES 30 x 0.8 Gl.
STRAP. FIXED TO EACH
; RAFTER WITH [email protected] -NAILS.

 

 

 

a

 

 

 

 

 

 

 

 

 

 

 

 

4
Lf RB1

 

©, RBI CONT)

|
|
: AN
|

 

 

  

 

 

 

LL

 

EXISTING ROOF acl . PROPOSED ROOF LINE. .

UPPER ROOF FRAMING LAYOUT two:

REFER TO ARCHITECTURAL SPECIFICATION FOR ALL SET OUT DIMENSIONS, FINISHINGS,

FLASHINGS, WATERPROOFINGS, ETC.

r

FOR CONSTRUCTION

 

AMENDED WHERE SHOWN
ISSUED FOR CONSTRUCTION

9,11,2009
22.10,2609

LR
‘SGT

 

 

 

Amendment

 

Date

by

 

 

 

‘Sunshine Coast
. Level 1, 181 Brisbene Road

PO Box 202 Moclenlaba OLD 6557

CONSULTING — = -617 secs ot00
ah 7 508 0538
BARLOWGREGG = & [otevsrssvreraroun.con.cy ye

fraser Coast” Coast.
Bartow Gregg VOM Pty Ltd Te 407 20 SST. 8152 6655 7 6972 522

 
  

 

PROSECT: .
PROPOSED RENOVATIONS TO
EXISTING RESIDENCE

AT 12 PIPER STREET,
PEREGIAN BEACH

FOR PLATINUM RESIDENTIAL

 

oare: OCT. 2009

SCALE AS Sond

 

DESIGNED: UR

 

DRAWN: ACP.

Hah b hall

 

(CHECKED: NDW

 

Ru teak

 

PROJECT

‘SET.SHEET REY]

 

 

BM090768 01.08 B

 

 

ABN: 77 114 957 363 F617 40k HD O97 6633_ F419 0977 77

Page 27

 

wa

  
 

HATCH INDICATES EXISTING

BRICK STRUCTURE.

. AANA A AA A A

BONDEK SLAB AS SPECIFIED

\GUEST ROOM

 

GUEST DECK

 

 

 

 

M6 CHEMSET BOLTS
@ 450crs STAGGERED.
ENSURE’ BOLT CENTRAL

 

 

 

 

 

 

 

 

 

8 ANGLED CLEAT,
6.CFW TO C12
M16 BOLTS.

LOWER DECK

 

 

 

 

 

SECTION

 

 

 

 

 

 

 

8 CLEAT 6 CFW TO
C1, 2/MT6 BOLTS.

(0
\g1.05/ 4:10 at A3

 

FOR CONSTRUCTION

 

AMENOEG WHERE SHOWN
ISSUED FOR CONSTRUCTION

oe

 

 

Amendment

 

 

By (eee

 

 

 

REF s cron 9o ne me anne
aaa

 

 

] ~~ Level 1, 181 Brisbane Roos
‘sx,|.. CONSULTING
_ BARLOWGREGG

Barlow Gregg VDM Ply Ltd
ABN: 77 114 957 363

PQ Box.200 Moctootobo OLD 4557
J. 617 Saas C800
Re +61 7 Shee 0536

 

Fraser Coast «
Ee ob 4178-3155
Fe oot 1 001d

 

PROPOSED RENOVATIONS TO ©
EXISTING RESIDENCE

AT 12 PIPER STREET,
PEREGIAN BEACH

FOR PLATINUM RESIDENTIAL

 

 

 

 

we ee

ATE. OCT. 2009 [Scare as Seon Ad

 

 

 

 

 

 

 

 

 

BM090768 01.09 BI.

Page 28

 

 

L—6 ANGLED: CLEAT
6 CFW, 2 M16

   

Zz
-
-

 

 

 

  

BOLTS.

-

  

 

 

 

BUILDER TO ENSURE
3/70 x 35 MGPI2
ADDITIONAL STUDS AT

EACH SC1 LOCATION, —~1

 

 

 

 

PS

 

Lens TING TRUSS.

8 BASE PLATE. 6 CFW TO
SC1. 1 M12 BOLT THROUGH
TOP PLATE 1 Mi2 ROO TO
R.C. SLAB.

 

 

 

SECTION

 

\o1.07/ 140 at A3

   

    

|

i

 

 

 

6 ANGLED CLEAT 6
CFW 2 M16 BOLTS.

%,

7a ite

 

 

 

8 CLEAT, 6 CFW
2 M16 BOLTS.

| cesthe ROOF
TRUSSES.

 

 

 

 

VA
KI.
We,
C1) |
Sy

DETAIL GE} sen

 

 

 

 

CTION

 

AMENDED WHERE SHOWN
ISSUED FOR CONSTRUCTION

901.2009
23.10.2009

UR
SGT

 

fo,

 

 

Amendment ate

 

 

 

By

 

MPM.

CONSULTING ~
BARLOWGREGG

-Barlow Grogg VDM Pry Ltd
ABN: 77 114 957 363

 

Sunshine Coast

Levet 1, 181 Brisbone Roos

PO Box 280 Msoloctaba QLD 4557
9617 SES 0600

T Ste 0536

[email protected]

    

ono

FOR CONSTRU

oate: OCT. 2009

PROXCT:

SCALE AS SHOWNTA

 

PROPOSED RENOVATIONS TO — [oestaneo:

UR

 

EXISTING RESIDENCE

DRAWN:

ACP.

 

AT 12 PIPER STREET, CHECKED

NOW

 

lft

 

PEREGIAN BEACH PROJECT

SET.SHEET REV

 

soL 7 4992 9522
24814972 $577

FOR PLATINUM RESIDENTIAL

 

 

 

BMQ90768 01.10 B

 

Page 29

 

 

FLOOR FRAMING SCHEDULE

BEARERS.

BI 250 x 50 F1é H'WOOD. FIX TO C2 8mm ANGLE
CLEAT, 6 CFW TO C2, 2 M16 BOLTS TO B1. FIX
8mm CLEAT 6 CFW TO C1, 2 M16 BOLTS.

B2 150 x 50 Fl& H’WOOD. FIX SIMILAR TO BI,

B3 295 x 8S HYNEBEAM 17C. FIX SIMILAR TO 81.

JOISTS

 

iN 150 x 50 Fis H'WOOD @ 450crs. FIX TO BEARER;

1 FRAMING ANCHOR 4/2.8mm NAILS EACH LEG.”
J2- 100 x 50 FIs H'WOGD @ 450crs. FIX SIMILAR TO
dj
3 200 x 50 FI4 H'WOOD @ 250crs. FIX SIMILAR TO
jt.

NM A

POLE PLATES
PP1 160 x 45 HYNE T3 GREEN, FIX 1 M16 CHEMSET
BOLT @ 450crs STAGGERED.

COLUMNS, .

C1 89 x 4.0mm SHS. FIX AS DETAILED. FIX 8 BASE
PLATE 6 CFW & Mi6 CHEMSET BOLTS TO RAC.
SLAB.

(2 75-x 4.0mm SHS, FIX AS DETAILED.

EC EXISTING COLUMN,

STUB COLUMNS
SC1 75 x 4.0mm SHS. FIX AS DETAILED.

ERS
Pi 350sq BRICK PIER. AS DETAILED.

 

FRAMING. SCHEDULE

ROOF BATTENS

38 x 50 FIk HWO @ 900crs. FIX 1/7Smm No 1%
TYPE 17 SCREWS. ALTERNATIVELY PROVIDE EQUIV.
STEEL BATTENS.

 

ROOF TRUSSES

ALL TRUSSES TO MANUFACTURER'S DESIGN AND
SPECIFICATIONS @ 900-Crs Max

1. INTERNAL TRUSS CONNECTIONS SHALL BE AS
SPECIFIED BY MANUFACTURER

BUILOER TO ALLOW FOR ALL TRUSS
MANUFACTURER'S REQUIREMENTS PERTAINING
TO TIE DOWN, BRACING AND SUPPORT. ’
TRUSS LAYOUT SHOWN INDICATIVE ONLY. TO
BE CONFIRMED BY MANUFACTURER AND
SUBMITTED: TO ENGINEER FOR VERIFICATION
PRIOR TO FABRICATION.

 

 

ROOF BEAMS , .
RB1 200 x 45 LVL. FIX TO COLUMN 8 ANGLE
CLEAT, 6 CFW TO Ci, 2 Mié BOLTS TO RBI.

RE2 195 x 65 HYNEBEACM 17C FIX AS SPECIFIED.
FIX SIMILAR RBI. i

RB3 150 x 45-LVL FIX SIMILAR TO RBI

RAFTERS

RI 150 x 45 HYNE LVL @ 600crs. FIX 2
FRAMING ANCHORS, &/2.8 DIA. NAILS EACH
LEG (TYPICALI.

 

WALL FRAMING SCHEDULE

 

 

MAXIMUM | JAMB STUDS @
STUDS: 90 x 35 MGP12 @ 450crs. [SPAN (mm)}SIDE_OF OPENING
TOP PLATES: 2/35 x 90 MGP12. 1200 1
BOTTOM PLATES: 35 x 90 MGPI2 1500 2
1800 2
INTERNAL (NON-LOAD BEARING! n00 3
STUDS: 70 x 35 MGPI2 © 450crs.
TOP PLATES: . 35 x. 70 MGP1Z 2400 3
BOTTOM PLATES: 35 x 70 MGP12 22400 3

NOTE: STUD SIZES MINIMUM ONLY,

REQUIRED.

LINTELS

ut

L2

1. ALL TIMBER FRAMING SHALL GENERALLY BE IN ACCORDANCE WITH
AS1684(N3). TIMBER JOINT GROUP - J2 OR JD4 U.N.O.

PROVIDE 1 ROW OF NOGGING AT 1350mm MAX. (TYPICAL).

LOAD BEARING WALL PLATES AND STUDS SHALL NOT BE TRENCHED,
HOUSED OR NOTCHED UNLESS SPECIFICALLY APPROVED BY THE

wn

e

w

195 x 65 HYNEBEAM 17C. FIX 8 CLEAT, 6 CFW TO C1.

190 x 45 MGP12
L390 x &5 MGPI2

ENGINEER.

FIX TOP PLATE OVER LINTELS WITHIN 00mm OF RAFTERS/TRUSSES
- WITH 30 x 0.8mm G.I, STRAP: 6/2.8mm DIA. NAILS EACH END.
GENERALLY PROVIDE M12 ANCHOR RODS AT CORNERS ADJACENT TO
OPENINGS AND AT 1200crs. MAX, (U.N.O).

 

 

 

 

 

 

INCREASE TO 90mm STUD AS

2/M16 BOLTS.

 

 

 

 

 

 

 

GENERAL TIMBER NOTES

ALL EXTERNAL TIMBER TO BE DURABILITY CLASS 2 OR BETTER IN
ACCORDANCE WITH AS1720.1 AND AS1720,2. ALTERNATIVELY THE TIMBER
CAN BE ADEQUATELY TREATED IN ACCORDANCE WITH AS1604.
HARDWOOD TO BE DURABILITY CLASS 2 FREE OF SAPWOOD.

LVL TO BE H3 TREATED/ SERVICE CLASS 3 WHERE EXPOSED.

 

n

w

 

 

FOR CONSTRUCTION

 

ISSUEO FOR CONSTRUCTION 73.10.2009 | $GT as an .

 

 

 

Amendment

 

 

 

Date By facet

FEE Rlen aso ns corres ar uurmoecnsy ruenets, sat

 

‘Stave sas te
a acteealy OF oe

Endeclh Eek Real be

SP
Serre ait

wos Br corres ie

CRrOTY @ emma vin OY UT
(eo wibous fat ory

Level 1,

MPM.

CONSULTING ©
BARLOWGREGG

Barlow Gregg VOM Pty Lid
“ABN: 77 114 957 383

Wiese Ber am,

    

 

Frosec Coust

 

Fett TAR Wad

 

E. barlowgregg®sdrgroup.com.ou
Gel
Ts e437 0128 3955 22 9522

 

PO Box 200 Mooloolaba LO &5S7
9617 SeOG Coe
17 566s 0536

Coral Coast

24972 9577

 

 

PROKCT:

PROPOSED RENOVATIONS TO
EXISTING RESIDENCE

AT 12 PIPER STREET,
PEREGIAN BEACH

FOR PLATINUM RESIDENTIAL

DATE: OCT. 2009 [SCALE AS SHOWN]A 3
Deseo. LIR
IDRAWH: ACP
(CHECKED: NDW
PROJECT SET.SHEET REV}

BM090768 01.11 A

 

 

 

 

 

 

 

 

 

 

Page 30

DEPCASEY
PROPOSED RENOVATION
12 PIPER ST

e .

  

cA BUILDING CODE OF

USFRALIA,
s AUSTRALIAN STANDARDS.
L RELATIVE LEVEL

LHD AUSTRALIAN HEIGHT OATUM

 

ISSUE

DESCRIPTION

NATURAL GROUND LINE

 

A CONCEPT DESIGN

FLOOR SPACE RATIO
CAVITY SLIDING DOR

 

5 WORKING DRAWINGS
c MODIFIED WORKING ORAWINGS - SLAS.

SD #LUM. SLIDING GLASS DOOR
ALUM. SLIDING GLASS.

 

ALUM. DOUBLE HUNG WINDOW
ALUM. AWNING WINDOW

 

ALUM. FIXED GLASS ‘MINDGW
FIXED GLASS

 

DOWNPIPE
FLOOR WASTE.

 

HOT WATER SYSTEM
YACCUUM SYSTEM
AIR CONDITIONING

 

OVER HEAD CUPSO/-RD
LOAD BEARING

 

 

UNDER BENCH OVEN
WALL OVEN

 

so / DISHWASHER

 

 

MICROWAVE
WASHING MACHINE

 

 

WALK-IN-ROBE
BC 10 BE CONFIRMED

 

 

 

 

GENERAL NOTES.

“Do NoT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK. -

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS,
LEVELS, SETBACKS AND SPECIFICATIONS PRIOR RO COMMENCING WORKS OR
ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT

ALL BUILDING WORKS CONFORM 10 THE BUILDING CODE OF AUSTRALIA 2006,

CURRENT AUSTRALIAN STANDARDS, BUILOING REGULATIONS AND TOWN
PLANNING REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE,

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF
AUSTRALIAN AND THE AUSTRALIAN STANOAROS LISTED IN NOTE 4.

AS 1286 - 1994 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL
CLADDING

AS 1GB4 - 1999 NATIONAL TIMBER FRAMING CODE

AS 2049 - 1992 ROOF TILES

AS 2080 - 1995 INSTALLATION OF ROOF THES

AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
ASINZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS

AS 3600 - 1994 CONCRETE STRUCTURES

AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES:

AS 3700 - 1996 MASONRY IN BUILDINGS

AS 3740 - 1994 WATERPROOFING OF WET AREAS IN RESIOENTIAL BUILDINGS
AS 3786 - 1993 SMOKE ALARMS

AS 4055 - 1992 WIND LOADINGS FOR HOUSING

AG 4100 - 1996 STEEL STRUCTURES

THESE PLANS SHALL BE READ iN CONJUNCTION WITH ANY SOIL, STRUCTURAL
AND CIVIL ENGINEERING COMPUTIONS AND DRAWINGS,

ALL BUILOINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN
ACCORDANCE WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN
THE METER BOX INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL
INSPECTIONS. . .

SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -

U) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR

N) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE

li} FULLY GLAZED DOORS ~

iv] SHOWER SCREENS

v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL

vi} WINDOW SIZES AKE NOMINAL ONLY, ACTUAL SIZES WILL YARY

WITH MANUFACTURER, AND ARE 10 BE VERIFIED WITH SAME. FLASHING ALL
ROUND. .

STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE

LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.

TILEO DECKS-OVER LIVABLE AREAS ARE TO BE. IN THE FOLLOWING ORDER
OVER THE FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT ‘SHEET, WiTK
ONE LAYER OF PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND
‘SEED WITH A DFT OF 1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS,
AND FLOOR TILES OVER, ALL CORNERS 10 HAVE 20mm MASTIC SEALANT
UNDER THE PARCHEM EMERPROOF 750. os

FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO.

ENCROACH EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILOINGS ARE-

40 BE LOCATED IN CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE
CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK iN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740, SPLASH BACKS.
SHALL BE IMPERYIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND
BASINS WITHIN 75mm OF THE WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL
AND WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS.
STEEL

* SUB-FLOOR VENTILATION. MINIMUM 740Ommisq FOR EXTERNAL WALLS. AND
15COmm/sq FOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION 70 BE PROVIDED TO ACHIEVE MINIMUM
REQUIREMENTS AS SPECIFIED BY LICENSED ASSESSOR.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 1iSmm, MAX. RISER
190mm, SPACE BETWEEN OPEN TREADS MAX. 125mm, TREADS TO BE NON
SLIP SURFACE.

BALUSTRADES : MIN. 10O0mm ABOVE LANDINGS WITH MAX. OPENING OF
425mm AND §N ACCORDANCE WITH BCA 3.9.2 .

FOR STAINLESS STEEL BALUSTRADE, REFER 10 Table 3.9.2.1 (WIRE
BALUSTRADE CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM
PERMISSIBLE DEFLECTION) OF THE BCA.

THE BUILDER SHALL TAKE ALt STEPS NECESSARY TO ENSURE THE
STABILITY OF EXISTING AND NEW STRUCTURES THROUGH-OUT
CONSTRUCTION. .

@ _DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout.
plans), JO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS
. 3786.

PROVIDE-LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE
«FROM DOOR TO PAN IN WATER CLOSETS.

EXHAUST-FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED
EXTERNALLY OR TO A VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2

THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR
REGULATIONS, STATUTORY REQUIREMENTS, BUILOING PRACTICE OR
CONTRACTUAL OBLIGATIONS.

THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF
THE AUTHOR.

platinum

veorerty ggour

 

building designers
association of
queensland inc.

IMAGE +
DESIGN

BUILDING DESIGHS

PROPOSED RENOVATION
T2PUPER ST
PEREGIAN BEACH

 

SOOM APOIO pe Het ANOLE eS ote COAT *

Page 31

(Cut cnste Sim  Pym ne RAURAR aEe

platinum

  

SITE NOTES

+ ALL STORMWATER ANO DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3..263.5.2  * CONNECT DOWNPIPES TO ONSITE WATER STORAGE iF APPLICABLE, THEN OVERFLOW TO

AS WELL AS AS/NZS 3500. LEGAL POINT OF DISCHARGE VIA SOmm DIAMETER UPYC STORMWATER PIPE LAID WITH A. Tati, PaQreRTy GuoUP
+ ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TO THE BASE OF ALL MINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTION OF THE RELEVANT GL _bxisting
CUTS ANG RETAINING WALLS AND ARE CONNECTED TO THE STGRMWATER SYSTEM VIA. AUTHORITY. . . a (O09 Lic Ma 1173972,
SILT PIT/S TO THE RELEVANT BUILDING REQUIREMENTS. © 2 DOWNPIPES MAX. TO EACH 90mm STORMWATER PIPE, SUBSURFACE PIPES TO BE . 1 ti morsga na
+ THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING MUST BE ORAINED + 100m DIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING ATurrer | CLT aa EXISUN Enozanasss
AND GRADED TO MOVE SURFACE WATER AWAY FROM THE BUILDING. PROVIDE 4. SLOPE END, IT IS TO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB. GUITERS ” sooaclaukuunccasareadach at
NOT LESS THAN SOmm OVER THE FIRST 100Omm FROM THE BURDING, | TO GE 125mm D SECTION COLORBOND ’ FILL existing RLCOPYRIGHT RP RP RYED IN PART
+ THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TO DRAINAGE FITTINGS AND + ALL POOL FENCING SHALL BE MIN. 1200mm KIGH AND INACCCROANCE WITH AS 1926.1 — ‘CR PMOLE INES? Of rsd ser
GROUND LEVEL MUST BE A MINIMUM OF 160mm BELOW THE LOWEST SANITARY FIXTURE > ON SITE SEDIMENT CONTROL AS REQUIRED noe ‘UMLEROIFETY OF PLATA
+ DISCHARGE WASTE TO HSTP OR LEGAL POINT OF CONNECTION + METERBOX LOCATION TBC ON SITE . Fl existing mrorestrceaur, .

+ ALL RETAINING FO BE BY OWNER

 

DESAGN TY L1D FOR THE STRUCTURAL INTEGRITY AND FERFORMAHCE OF THE SMLDING

§
3

Sg) til

building designers 6
association of .
queensland Inc.

IMAGE +
DESIGN

BUILDING DESIGNS

 
  

 

 

142°60'00"

 

 

 

 

 

  
 

ee TURENG wl

exiating residence

TOP FLOUR LM arpKax 102]
17.602m

 

 

 

 

 

 

 

 

 

 

. . PROWECT
. PROPOSED RENOVATION

12 IER ST
PEREGIAN BEACH

 

MANDATORY RAINWATER TANK 3000 PER DUPLEX UNIT, SOOOL PER SINGLE DETACHED DWELLING, FOR . .
WCS, WASHING MACHINE COLO WATER TAPS & EXTERNAL TAPS. LOCATION TBC ON SITE 10 PROVIDE THE
LESSER OF 100m? OR HALF-ROOF CATCHMENT AREA, WITH 15 LITRE FIRST FLUSH OIVERSION AS PER
BUILDER. AUTO SWITCHING DEVICE OR TRICKLE TOP-UP SYSTEM REQUIRED ATTACHED TO TOWN WATER, WITH]
BACKFLOW PREVENTION DEVICE. ALL TANKS 10 BE MIN 450mm FROM SIDE OR REAR BOUNDARY. TANKS:
OVER 2.4M HIGH T0 BE MIN 15M FROM SIDE OR REAR BOUNDARY, RELAXATION REQUIRED FOR TANKS IN GM

FRONT SETBACK. OVERFLOW TO BE CONNECTEO TO LEGAL POINT OF DISCHARGE. . 4 i, i -_ 2

 

 

‘MOTE: SUBATITITION OF AMY STEUCTURAL MEMBERS, SES, GRADES OF ANY VARIATION 1 ANY PART OF THE DESAGH WAL REHDEK HULL AND WOID AMY RE!

 

Page 32

OOK aves

AMO

(oon

NV T

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

). FR ‘ wai REEREEeERCEEEE a C2 2> 282 i=
: B/E 8 EEBEERRE sa Ga 232 : iC

3 Bs é § EEE |2 Garm S2¢ :

8 Es g E pe | ey i 3S

a | BURG TIVON OF AMY GROXTIEN MESIBEES, "SIZES. GRADES OF ANY VARIATION TO ANY FART OF THE DESIGN MALL RENDER MULL. AND VOID ANY RESPORESIDILITY OF RAGE + OESIGH PTY LID FOR THE STRUCTURAL WTEGEITY AMD PERFORMANCE OF THE BUILDING

ned

=o

ster ea necrmnervenin ten sctee7 noroMeN IND

Page 33

 

 

 

 

6011Z0-9 a5

HIWaa NVIORWaS
AS AAdld 2)
WOUWAONSY 01S040%d

arpa

 

 

 

 

Wh

SNOISIO SNIOTING

NSISIO
+ FIV

ou) puzjsueenb
yo wone}0Sse
syouGjsep Bujpjjng

SPRETING IMU. dO ONVPCHO SAA CRY ALTERING Wrens SL Od O11 ALI NENSIO © OVI 40 ALTICIGNOUSTIA ANY GROA GY THIN 230H09 TWH NORS3O SH 40 LAV.Z ANY Ok NOLLVRIVA AMY 20 SREV#9 “SING “SADGMGN TWilniomndss ANY 40 HOUNISENS Aton

NV

 

0

oor Tv9S

e

A

. . s # .

Page 34

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

wgfivoot 3aN01 Gasodgad ,
$ TH .
vf qo si . . OOF AIWOS
| 3 __3a V1d YOOTS SaNOT GIS
= . : : ~
z Rare '
2 "Own EVO OOH .
TE vy L SNOLLVARIA
i aa Oe 71465 GLOF an Grog i .
5 Tam iG :
bP - Soh Lb be yy :
. f] GOUZO-I a 7 OO \\0Ee OE" 00806 —aoeI TT OEz GOES Htoce v
f Hovad NvIORNRA -
js waduzi Pro wuun}e> SHE UMOOL “TAzY
NOUWVAQNY 03S0d0%4 ums o1 said xeu9 pazepuss
; — e es Te
i —--- n n ny
i Ss s £ £ s & 8
: ‘SER ORENTETE TTT =
“puRWrayeTvo AT 4
2 MEE r
FISTING ATION OT Tas
3 CROGNIALTATATOL SITES Sed = ie -
TOT TTT 1
i THT OORT RATA 7 buiulp 1 ~
Soma ny ' ie isd
i remeron R g RB
TINT ATS
en i }
: SIRE UOTE oT Ice
§ aoe are & Sa 2rpydonee ©,
Ro Ropero : -uinie er eyo is
xt
g __ a
a . Ko ng ho
& SNSISIO SNIGTING = Is ~-—tis= oe iS Ss
i 8 8 } = =
a 8
i SS i oR
+30VWl | % oP BE
ha t r . IS
“9u) pucjsueenb IS + eae vain 4 Ls | Ss RB Le — BH
Jo uopeyzosse : X& a ' yo ae 8
2 sueu6)sep Bujpyng r B $ 8 SOF 8
i ty BS >e,
: a 1 =O ae IS
IS
i is | a,
3 sg 8 Re
: i 8 an:
a P
z S is Is 8 oh
a4 gF & S, | g |
° my a 4 48 ; + £
a ok ~
‘ eR J 3 *
i - ea wee ee 8 8
g TOIT
Oe . .
WAVE TTT | Ly ) pte I ) LL
UeARININTOS THOTT B a + + PP382 STAM JeU6 94.03 #12800 HEM,
° Oa 1102 Goce NOL Gare OL One OOGI 7h DLO —OadZ "Voce 2008 ¢ 24.01 6y6n0z4 9 sutseg ‘szuIe 04 2xeMde
8 weenie / Jovw 2401 38 ©3005 02 Pas] 21Nes24d Jae.
z rG y - j. Ie a Le ie . Poaes v¥¥ 29 03 e902 seMo;S ITY ,
Oe O06. OL > O0REOL_OGez_ OF Noceicae, de orig 7%cez vonminuas
OfG OL 06 * Wunieu anOUIYK sUIoOI qURA AjeIUEYDIW ,
gnoep sinsonne . : #1104 SZy [Kuo Bu) buypes 01 voneyneul ,
> ~ Gitige|d | rere
: gonde Nig 01 suoyswoud iou2m pps 9 OO PPHELL .

an 100 Moa rohan yo.
: - * sgatoN
PEST Mun acto Wows ee Bi CTY MOTTE > - .

Page 35

 

i ‘WOO1d W3ddN GISOMOAd
= sul oo aqv2s°
9 .
x Ew : : | NV 1d A00 TS aaddn dis0d0sd
NDVH ANOL : ; .
mz! = . a
‘Tun EVO OO1F .

Ts

ke bp yw y kk .
aan 4 : i, OOEF 174 Fe OSS ~~ NiOw COLE CHIT V1 0GZ |

0001.
6BOUZO-9 we

Hovad NVISSaad

AS ¥adid Zh pradha summon gus wagon
NOUVACHSY GASOd0¥a
. oe

 

 

 

 

 

 

jp by He ye w
“i OOl O0ce +7171 OCS OSte ‘Onl OLGe = “1 OL Ozel 7171062

 

 

 

 

 

f
toce
" Oee

 

OOL 1ee
G
OL OORT
ooo!

lee
OES
OL

ORG
art
ort sma tar bonz

O9GZ

=

=

wv

tated

eo

foot

aor
aorr

re

~ FEIIYIA jem vts;snsoor >

+
LJ
cS
<
=

¢
DE Oe!

o

toe

*9U] pueysueenb
40 uONe|Z0SSE
ssouB}sep Bujpying

 

Ly 3 LL

Ae

thine e | a e

Page 36

 

2°01 SNOWWAG1a
fu!

=

 

is) 2
a.

BNOWH AMOL

WiYED

‘own S¥@ 0014

Wa

Gaz PI 60L008

Tara nv
6OUZO-9 sag

HVS NVIORWaS
AS WAdld at
NOUWAONSA O2S040%d

Da 0ed

Ea

 

eI

 

 

 

 

 

 

i

iy

SNOIS3O SNIOTING

NSIS3d
+ JOVI

“ou! purjsueenb
40 UORRIDOSSe
sieuBlsep Bujpying

UC]

(i

LUAUQe\d

ares eke nctermcrume so ade eR HTooRED

]

PARTING Bs 40 SOCIO. DEL OY AIDA Waruans 21 YOS QIALS WOASO * 2OVR 4D AITEGESNO SETS ANY COA Coty THON IRON THA MOPS Bil 40 LIVG ANY 02 NOWVEIVA AY 90 SROV20 ‘62S “SAUNA TvEntomus ANY 40 MoUAMLSENS LOH

   
 

Suoop eoeié Gupis'g emopun 4
Powe. unueme parsoszzpmed —] HOPG Poamied 9 petapuos

  

ec

   

3224 24 pruned y paxspu2s

8= ===: : : == > = 8g

aybroy Sunyoad
a

ec

subiy Bunypard

   

sso1anb ¥ cere; pucqioyoa

 

619 uug99 @ S303 229 vo
J002 22048 puogiojo> yaad aas6ap Gy

  

S207 sav bupys 9 excpum

=I Pawes; ununune eoavoasapnod

 

  

OOM

| NOLLVAATA

          

poneig primed 9 posapuas

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

29316 9 sense; puogscoD
6.217 WQS g Bz74yR3 JequN UO
3003 1224S puogoje3 yrid saubep Gy

2n7 wMQOg g sizes s2quUS |
4008 2234s pucasoyo9 yaad o2ubp cL . . yeca bunsreo

Page 37

 

¥ 8S SNOLLYARTA -

 

ast
ale

We
BIW ANOL
NANO
TOUN C¥O On
Nv
‘oe PI 6OLOOG
Tad

BOUZO-D seq

 

al

 

 

+ eucop sce bupys 9 ewopum
Powe.y wnwinme prreoss2pmod

al

 

  
   

 

 

 

 

 

Hovag Nvioayad e-—- a _— ‘8
16 wadid 2 . zh
NOWWAONAY daS040%d : : ie
1O3P0dd g
+ 8--- e _—8
o--- -@

   

suoran6 y exper} puogsop>

671? WIQOY g O324)e4 19GWIN LO
$904 12946 puogq}02 y2axd 2262p G

00 Funseixa pos yauod wou

 

2007 S606 Fusris y enopuy

“uj puejsuoenb : p2untay wneyumye poresouepmod
40 YonEpesse

suouBjsep Guypying

 

 

 

 

 

 

suomaug porued » pasa)

 

 

 

 

 

    

 

 

 

 

— LE g CER=== =F Saat 7 8 |

6191390 9 am)9ee; puoqscjor
4003 y2a0d w2u .
RIDERS WO 9 2089 Ove

 

 

 

 

 

 

 

 

 

 

 

 

 

 

syppy Guppad

       

 

pee — @

  

epery
; nor 9a A ove
RTT TOTO 4003 18249 pucqsoj02 youd 90460p Sy : 03 Busy Riper uioy y oat bove
TAVERN ATITT HOMO " -
. Joos Kuoateg nou
WETTER
weervaraTes 6712 WUIQOG @ ei2yEs requ UO
waa POs 77949 puoqsq}oD Word saubap Sy

*
‘DAO EG BAL 40 SONVPLAOEAY CY ALEAOAEM WAP 21TahS BH YO QL TALS MASSA * 2OVPO dO AITEGRGHOZSTY ANY GIOA CNV THM AGN THA HOFSIO SH 90 Va ANY OL NOUVEEVA ANY 320 S30 9D "GANG “TERING WRURUS ANY 40 HOLLMUSENIG FAL
a
=z
Ss
a
8
a
os
=
a
=
=
=

WunLinE\d

SH apaeenseh a etenne sit aden Bonet enineoNteD

Page 38

 

‘GMAIA BAILII dS aRd OS

 

mE)
ao

 

BNOWH ANOL
Navid.
“oun GVO O03

al

 

Pett 60L008

Tam avd
6OMZO-9 ses

HWad NVIOI Nad
4G Wadld Zh
NOUVAONEY dasod0d

EQN

 

 

 

 

 

ll

SNOISI ONIOTUING

NOIS30
+JOVWI

“uy pueysuoenb
40 UORe|>OSSe
ssouBysop Bujpyng

ONKTUNG Ht 30 JONVPCSOSTISd CNV ALCORN Tantonaans Jit Bod G1ALE RENSED * BOVE 30 AUTRTGMD SSE ANY ROA GMEY TION ZBONTS TG NOSIO FHL 30 LIV ANY OL NOUYRIVA ANY 20 GRIVEO ‘SIDS ‘SUIGMAN TAMLITAIG AMV 40 NOLIUNOGNS BION

anneo tinadnya

 

 

 

 

 

 

 

AINO IUVANVAOVIG - AVIS OL LON

4

Page 39

 

NVta TondloaTa ¥aNO1

: sill
ot a

}_ii_39¥

BNOVH ANOL

BAUD

"own BVO OOF

is

GCF" BOLOOG

Tam v0

6OUZO-0 ge

 

 

 

 

 

Hovad NVIOANad
AS MBs 2h
NOLLWAONAY dASOdOwd

Nattid

 

 

 

 

 

NOISI0
+FOVWI

“2u] pueysusenb
#0 uope|oosse
sueuBjsep Guypiing -

UC)

ET

;
;
3
a
3
i
4
;
i
—
j
i
i
i
3
:
i
;
B
i

uiriuneld

St een etenanmeninineis ate aay mone

1
1
4
1
1
1
1

g

&

 

01 3198

NVTd TYoTaIDSTS IMO

“WAY¥ YOOT TYIOL FHL 40 209 IGA LY
B94 INNOI0Y I'v] SHOOZ Ni GaSN 39"NOS LHON ”
TwIMdLF¢ OAKS ATNO FHL 3A LSA (8,149) SLHOT
- INZISSAONA 19VAHOD ¥O SIHON INIOSIANGS
(ONUHON) S2afuxld INANE ADWENA- +

6002 Adyn4g32 Pec aZHSITANS
(Gomaiine IS ¥NTYISNS - bear Latta)
DINANAMMNOAY AOD INNA FAIS ONV SNA TO

 

NVIDIAL9373 HIM LNAI
Ad Alls NO dAWalsNOD
ag OL LNOAV1 IWNId

iousmas =) g By
v4 HLEW L491 L3H 79019.O8NOD,

 

xoou ——

440 O50 © SLIAON HOLES

2H KOUIINOT SVD

aDw4S 4009 01 NVA LGAVHC ONT?
Coan seve) woisasae ZyONS
aywog 3213 WOW

fae woswa at

tas

3NOHWIa1aL
EMOMaR7aL

~petctlooe

 

ONUEE TYIG GY HL SYO-
BMI 49 LSM ATZaNS aBLYM LOH

ouuve sound sare
Hite 51202 O1 SNWa ONTIRD

“0 49 s00NsaaIWM

SALV LOM 192 HOLS
ROLY IOS Ny Hum oat “ed* Tignog

  

(e001 31087 Os0t) “od Fatgnog
(49004 z10gv 066) ‘46 arenod
fagod 3A0gY OGON) “46 TOMS
(ao0u a08v 008) 944 OWS,
1Hon aools

Anon TWwoaes:

2DOWIG HW HOT TK,
30006 1M

Oneusta HON Te

 

ion weaaeavom4 v0?
shOneevOa KRDO BOVIIOA MOT
son 1046 NBA

aston woo

Onuug INEISaROM AVOID

wasnt
HAI HaLIW@ INZ2STIONTA TIONS

ONADST Word Data

[oOourw%s oDSeua ome 4A A

 

 

 

 

Page 40

 

§ NVid ToRuoaia wads

 

hs] ©
|e fe

 

BMOWH ANOL
Ware
“own ve GOLA

i
SZ 60L00e

Tara
6ONUZO-D se

 

EE

 

E

 

 

Hovad NvIOgyad
1s waad 2
NOUWAON3Y 0AS0d0¥d

Tara

 

 

 

 

|
i
i
;
es
—
=
es
= ‘SNOISIO SNIGTINE
: NSISIO
| +J4VNI
i
|
i
| =

“oul puejsueenb
JO UOEID0SgB
ssouSpsop Gujpying

 

Silly

stn re eka n ico Oba eRMTT TORS SES

 

OOM AWIS
“334 YOO1S LOL 3H 40 LOe IS¥aL IY
20d INNOIOY IVHL SWOOX NI GaSN ad¥NOS 1uOn
WIHdUa¥ Od AND ZHI 99 1S (0.1.9) StHON

IN3OSIAONT 19¥4HO BO SLHON INBISIUNOTA
(ONUHON) SzunDad INaINIIa AOWENA > °

6002 Arvnead Pac GSHSNENS
{SOnIgTING MAYNTVASAS - ean Lav)

SINANTMNOIT AOD ININAO IARI ONV ISNT

 

NVI018192712 HLM LN3ND
AG ALIS NO O2WAIINOD
3d Ol INCA] IWNIS

foussR6 6) B Eg
fred Hitea LHON1 LvaK Jam0 09wg2,

 

x00 ——

430 O96 0 S1miod HLS.

NK HOUIENOI S¥D

3045 4004 O1 NV LSHHa ONE
fazam Seren) yoLzaiga x0NS
cavoa y3as3R WwoRLITT

Juno KOBHaTEE

tzns.

NO LONE rENAtOD) 14. UNG INOHAITI
{30014 a.09¥ 008) 13 und aNOMAaTAL

~otheoe

orn a+
avis -

30,

SHUN IIS 6 ¥ HLM S¥O-
BAM 36 ISM ALANS Bat¥M 10M
Onur ona S49

Hiya. Lani9 oF itv ONTID

“46 s008s3TM

suv
ONY OSHS HIM a:

    

 

10H x04 DLS
404% Fang

#6 3ran00

(ao014 asogy 900) -°d¢ Ign008

 

(30013 sAOgv Osor

tyo0's ahapy oga0 “ed F a1OHIG:
(0014 aay OnE) eee TONES
1H9ne001d

Akon AIG

12yDv38 HLM SHON Tre

39N026 TH

onus HON TW

(93) Hon Na26340014 174802
AHONNeAOG NIOOTHH BOVLION HOT
“THON 1005 WOME

aon weoa

‘SONI HBISIONY YAO

sasndt0
HAM WaLive IN;ISTIONTS aIOHIS

ONADAT Worst

[@en~s%oddegeaua4eud g

 

 

 

 

Page 41

NOTES:

* Slab and Footings as pas enginears designs
* Provide Termita Protection as pes AS 3860
* ALL floor tavats tb. on site

* ALL floor joisl to ba specified by engineer

 

extent of new suspended
concrete stab

 

   
   
  
 

 

 

 

   

 

 

ty feo
, Te ~4 2
Pe Lue
TET!
tT 208;
Ros}
Jolote to deck @ 450mm ctrs as Ate |
6 frome mantaccier * vf. —4 3
‘oT
fo. oJ
<.—.- 8 Ge 3
~ HTT
—-fLi4 3
— $y 4 “
—iP o §
—~p{er\_Be ¢-*
atec8,
— +E Toe
—-+s- + = gi
— +844 2
tp Og.
I 3

 

 

   

 

 

LOWER FLOOR JOIST PLAN
_ SCALE 1400

 

   
 

| beam by frame manuf. / engineer

2100 |) 2% “t
4300

+20 —_#¢

 

100mm 9q post 25 selected

JOIST.LAYOUT IS- DIAGRAMMATIC ONLY - ENGINEER TO CONFIRM
ALL MEMBERS TO BE SPECIFIED BY ENGINEER
ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

Laren Saute nye eae amanttO dye ene Co et

platinum

ay mM

wR

MOTE, BUBGTTUTIRT OF ANY 6 TROCTIRNL EMBERS, ETE. GRATES OR HY VARATIN TO ANY PART OF THE OESIGH WL READER LL AND VOD AIT ESP OMSIREITY OF DUAGE - + DESIG FY UD FOR THE STKUCTURAL INTEGRITY AND PERFORMANCE OF THE BURDONG

(oll |

building designers
association of
queenstand Inc.

PROPOSED RENOVATION
12 PIPER ST
PEREGIAN BEACH

ee -O21109

LOWER FLOOR JOIST PLAN

 

+i

+o

ah

a"

Page 42

. . . commons fore mmr te meee

NOTES: eS @

* Slab and Footings as par engineers designs : . atin
* Provide Termite Protection as per AS 3660 . 7

ALL Door levels I.b.¢ on silo.

INUM) Geour

i
|
:
z
:
i
a
i
‘a
i
i
:
Al
i
i
i
i
:
i
i

“AL floor joist lo be specified by engineer

21-24SD

 
   
 

fell

bullding designers

 

   

la . association of
a } quoansiand inc,
i i IMAGE+
- | DESIGN
LS |__ : | j BUILDING DESIGNS

 

 

 

 

 

 

 

|
:
| - existingifloor jolsts
plete to deck @ 450mm ctro a9
| ‘per frame mamutacturer
:
'
| i
[ :
| j
| :
| >
‘
| Tettasw T i

 

 

100mm 9q post as selected

PROPOSED RENOVATION

(2 PIPER ST

* JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRM
ALL MEMBERS TO BE SPECIFIED BY ENGINEER

UPPER FLOOR JOIST PLAN ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

SCALE 1:100

 

Page 43

 

SHVAOVIG ONINVAS :
AAaNIONG / AFANLOVANNWA SSMAL AG G3WAlANOD 3d OL SGVO1LNIOd YAGNN STAINIT TV

 

egg ©
a: |6

 

aNOVH ANOL
"own EVO OY : . :
ai 51s : : O01 a1v2S Oo! aWIS
Taw Bc . WYaSVId 9 4 JO0a ANODTVE OVI
GOUZO-9 5 / ; . :

HOvad NVIDS¥ad

AS Wadld ZI
NOUWAONTY GaS0d04d erry ZdDN SOO
Tana :

 

 

 

 

 

 

 

 

    

WE 2g YEPUEIIA ZLdOW SEXOGUT

aL

luw9q YpURLIA ZJOW GEXOBUZ wiraq YOPUELIA ZLGOW GEXOEIZ

$40447a ZI4W SEG)

nee th
|
yf
|
|

SN9IS3O SNIGTING

NdIS30
+J9VWl

“OU) putjsusend
Jo uoNE}DOSsE ‘380d beg}
suous}sop Buipiing

UC

hf

 

 

 

 

Ympues29 ZLGOW GOXOGIIE
myc
a)
ata GopHEIOA

2d OW GexORVZ
eee’ =

 

 

 

 

d
Hh

 

waeq WepuEZA ZdOW eeoave

 

l

 

 

 

 

 

 

 

 

7 ee _

lh

anonD sigsasoge

Cunitije\d

ere aA Retnenieein Mb ANE ORO

(DRO 8 BL 40 TONER CHV ASCAOTRINE TNL HLL POM CT Ald HORE + SOV JD ALTIRRSHOZETY ANY COCA CMY THIN ZRONCE THA HORTA TH 40 Vd ANY Of NOCVIRVA ANY 20 S2OV 99 “SING “AERTNN WELNELLS ANY 20 NOME OGDG L0H

 

Page 44

 

ev Kouas

 

uy 2
alo |e

 

ANOWH ANOL

a
5 NAYEO

 

‘own BVO COLL
vas.

4

 

2 Pr 6OL00E

Drow in
601120-9 Pisa

el

 

 

_hovag NvIozaad
4S Wadd
NOUWAONTY 3S0d0%d

Lara

 

 

 

 

sd amid

SWOISIO SNIOTIAG

§

;

-

i

E

: NOISI0
i" + J9VWI
i
S

i

J9 uoRe}>0s¢se
sueuBysop Burpring

UEC]

i

 

ah

Uiitined

Sarre eye runs anise roe?

subpY bud
Oree

       

 

  

souzpysss Gunso 30 2prss2pun o3 Gun a26 9 podes

   

190 22d se pespuey | +t:
Ade Yom eeMEDOO,

s4bPY Guiyoayd
Ore

   

 
  

-

 

evraey |
“wor y2ne7] 71 OPE

    

Bi212n6 9 eri2ee4 puogiojes yooovoved mou #32 WUIQ09 @ S224yB4 JequN ue

  

900 buasye nag 3904 banepo I

#004 224s puua410}02 Yaad go.6zp Gy)
90s Kuosqeq ou aeod poss be .
S119 WHO g e171y84 seq vo
#204 17946 pucqsos Youd oa.bep G
wee, | |
wwO 9 mA Hove

     

Page 45

 

STIVI3a NaHOLN
wi

a
ma
BNOWH ANOL @
weaved |

‘un S¥O OL
3WIS
ez Fl 60L00G

| Taaniad WG
GOICO-I ag

 

ast 2

 

 

 

 

HWS NVIOIWad
1S Hadid 2
NOUVAONTA C2S040%d

ima | ©

 

 

 

 

id

SNOISIO SITTING

3
f
i
é
bs
2} NSIS
|

toe

+FIVWI

du] pueysusenb
yO uonej2osse
suouB}sep Bupyng

Ul

eran enn erie Een MALT SENET ROWE

os! & NOW VAA TA NAHI

 

one
At aoa 00a 006

 

 

 

290 uado

Ove”

 

 

 

“GION aSvexzHI1O SSTIN JOM UOGY
be os pxamvao Manoir P 30% mIOOT 3B OL
WaMYd AUNVA NOUNS SADWHUINISVD
a1 swouvanoxewos Ga.euno ¥ Gownes 2000 «
show

 

 

 

 

 

 

 

 

08 Z NOILWASTA NSHOLIY

( oLol 7

 

ost | NOLWAa TA NAHOLS

002 zor” 006 f

 

4

!

Page 46

 

Sevi30 NAHI
Thi
a a

 

i. BW
ANOVH ANOL .
Weave @

 

 

 

“oun Sve OKA

Twas
$82 F? 60L00e in
| Eoaroas __SIV

60UZO-9 sa,

 

 

Hovad NVIOZ¥Ad
18 wld 2
MOUVAQNAY da60d0%d

Tm | @ : : ro wade

Ovee
4 009% 009% 006

 

 

 

 

 

 

 

 

NOIS30
+ JOVI

“duy puejsueenb @
JO WoRe)|DOSse
sieuB)sep Bupying

UO

 

 

 

“AON 2GMTH1O SSDINN BOM OSE
2g 02 S¥awys0 NaKDINy 7 AGH MODE 26 OL
AMVAO ALPS NOUTIISIO CXTWHIINIYD
[ox SkoUYANDLNOS Ga.2uND ¥ SONFIS 400K -
uo

i momo

 

 

 

 

 

ei

i

3

i

i

i

i

:

i

;

4 Tr
eae
|

i

3

i

|

i

i

iitine\d

er anenmena on acres Mba arneee prmenn

 

081 ¢ NOLLWAZTS.NAHOLIY

0S! Z NOLLVAATS NAHOLIY

 

ost | NOLLVAS 1a NAHOLIN

}

.
.
ORE

tooo cert cet

 

!

4200 4230

Ove

 

Page 47

 

SPV NODS e@ @
Ti

i
i

i ANOWH ANGEL
3

 

es =

 

 

“Ou V8 OCA
WIS
aia 60L008

 

 

atid ind

GOUZO-9 a5

 

 

HOvad NVIDSAA

16 yaad a
NOUVAONS2 GaS0d0%d
137d

 

 

 

 

   
   

2ouapysa. bunerxo

   

  

at
10 spies2pun 03 vay 328 9 paday

  

souapysas Guneyeo

g
a
5
i
R
3
3
3
iZ
i
5
;”
é
i
é
j
| + JOVWI i — . “tienen TP Saco 10 apiesspin on bun 296 9 oder:
i
§
i
3
a
i
3
a
i
i
3
|.
g
3

   
           

“ouy pugjsuaanbd Hey; | |

suoe 92007 Ove

Jo uoNeDoSse
suauBysap Buypyng

Beran y eoi26ay puogsojo>
004 huazjea nou

89 WIMIQDS wp sued JoquiT uO
4001 23948 pucqgzoo Yard aauGoy G)

  

wpe LL

age pour 1 Ove

yoou ypued mou 8n2 WEDS B sua} Lagu wo

1602 3204s puowoyea werd 22.809 G

  

4001 Guyer nays 004 bunspo
200d pase be wurgg

ecu} |

woe p aH Ore

|

 

irknod

seta ouenab akan ormaruenase een denna soe IaS

Page 48

 

 

 

 

 

 

 

building designers
association of
queenstand Inc.

IMAGE+
DESIGN

i
:
3
3
t
E
j
:
|
i
BUILDING DESIGNS
2
i
#
5
;
:
d
i
q
i
i

 

 

2905 MGPI2 verandah beam

  
 

190.35 MGPI2 Raters

 

 

2NIABES MGPI2Z verandsh beam 2/1935 MGPI2 verandah beam

 

 

 

190x235 MGPI2 Rafters

PROPOSED RENOVATION

YO PIPER ST
PEREGIAN BEACH

PORCH ERAMING DIAGRAM BALCONY ROOF FRAMING DIAGRAM
SCALE 1100 SCALE 1:100

ALL LINTELS UNDER POINT LOADS TO BE CONFIRMED BY TRUSS MANUFACTURER / ENGINEER

 

Page 49

+ -
ESC SRD Gye mete Wye em CoH

NOTES: Bia

* Slab and Footings a8 per engineers designs a nul Y ]
* Provide Termite Proloction as per AS 3560

“ALL Moor levels Lb. onsite Promtnty acour

“ALL Hoo joist to be specilied by engineer
OPSs uc Ne 173972

;

NOTE SUPGTTITION OF AH STRUCTURAL MEMPERS, SIZES, GRADEB OR ANY VARIATION TO ANY FART OF THE DESIGN MILL RENDER NULL AKD VOD AKY RESPONSIBILTY OF MAGE + OESIGH PTY LID FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BULOING

 

 

 

 

 

building designers
association of

 

 

  

 

 

 

 

 

Ly § queensland inc.
4é
44 IMAGE +
a é
4
f DESIGN
= BUILDING DESIGNS
&
OU ORMACt Oe SIH Com AL
Jolote to deck @ 450mm ctre se paea era acuta 320
per frame manufacturer Attn ss.658 S120,
3
CCCOYRGHI CESERYED PAR
Of tean E TIEOE rpms AEE
? AWECEOCTETY OF MAGE « DEHGH,
2 MENTE Orr nsronen TAKE
: ‘BIALCEE TO ATELY Dean siperg
: CODIEE IC NONEY CE SCONES OF
$ acrceancins omsut vad Sr
CESONERS RGCOnAMITIES
i THESE Abs PEM AIN Coe
2 tOenED Or ance aves
i ASEPAIDULEIAL
beam by frame manut./ engincer |. PRCT
100mm 99 post as selected PROPOSED RENOVATION

12 PIPER ST
PEREGIAN BEACH

BEE C.021109

QAIE
300709

© JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRM
ALL MEMBERS TO BE SPECIFIED BY ENGINEER

OOR JOIST PLAN ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

SCALE 1:100
@ @ UPPER FLOOR, JOIST PLAH

 

Page 50

 

Sunshine Coast LAND USE SECTION FEES

Regional Council

 

CIVICA TYPE RECEIPT TYPE
SALE OF DOCUMENTS
Superseded Ptanning Scheme Documentation 520°"
Copy of Permit/Approval Letter 110
The Noosa Plan Documentation 111

APPLICATION FEES .
Material Change of Use - Code/Impact MCU

 

 

Consistent 521
Inconsistent §21
Assessment under Superseded Planning Scheme : 521
Modification to a Development Permit MOD DP : 521
Extension of a Currency Period 521
Lot Reconfiguration , RECOMNFIG : 521
}@ Bldg Work assessable against the Planning Scheme 724 521
PRE LODGEMENT REVIEW : : :
Half Hour 522
One Hour 522
ADVERTISING :
+ Purchase Advertised Applications 523
” JETTIES ;
' Jetty Application Fee 524
Jetty Bond : . “54
. , (Category 4)
BONDS . ,
Performance Bond . $1
(Category 9)
SEARCH FEE /
Search of Land Use Section file 112
Liquor Licensing Request . 113
TOTAL $ Fu
NAME: Ploatur Pap arhkes

 

ADDRESS: BPO Sow S736 ToR@vaAy  UGesST

 

FILENO: oa/ eS DATE: 257%} 04 =
RECEIPT NO: Sy | S\ OA — Signature of TP Officer: #6 Cs

AUTHORITY NO:

19 [2004/ Leste] |

Page 51

CALCULATION OF FEES

 

APPLICATION

FEE

TOTAL
FEES

 

MCU - CODE ASSESSMENT
Details of Development

Consistent 1.0
Inconsistent 3.0

FEE CALCULATION

 

MCU - IMPACT ASSESSMENT
Details of Development

Consistent 1.0
Inconsistent 3.0

»

FEE CALCULATION

‘ ‘

 

OPERATIONAL WORKS
Details of Development

FEE CALCULATION

 

 

 

 

TOTAL FEES

 

 

Page 52

“sy

Page 1 of 1

Trish

Just take to cashier and ask them to do as a separate batch

. Thanks

Dorothy

 

From: Trish Sweeney

Sent: Thursday, 26 November 2009 10:16 AM

To: Dorothy Blackburn

Subject: RE: DO YOU KOW ANYTHING ABOUT THIS.

Yes! | emailed Simone the details but in future | will advise you - shalt | see the cashier to receipt it?
Thanks

 

From: Dorothy Blackburn

Sent: Thursday, 26 November 2009 9:39 AM

To: Trish Sweeney

Subject: FW: DO YOU KOW ANYTHING ABOUT THIS

This amount was directly deposited into‘our bank account today., Do you know anything about it

Thanks

Dorothy

 

From: Julianne Dunkinson .. . ~
Sent: Thursday, 26 November 2009 9: 37 AM

To: Dorothy Blackburn

Subject: RE: DO YOU KOW ANYTHING ABOUT THIS

Found out it's a MCU - 17, 2009. 1654. 1-
Try Trish Sweeney

 

From: Dorothy Blackburn

Sent: Thursday, 26 November 2009 9: 22 AM
To: Julianne Dunkinson .
Subject: DO YOU KOW ANYTHING ABOUT THIS

25-Nov- TRANSFER FROM PLATINUM PROPERT 12 Piper st
09 ~Platin 721.00

Thanks

Dorothy

26/11/2009