09/0325 - MCU - Detached House [As Published] · 132009.325

Page 2

 

 
 
  
 

 

(Most fr quent referrals
refer to, IDAS. Checklist for comple

om Be veg. sae

  

“YES

ie

 

‘Please tick

 

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

 

Dept Natural Resources & Water

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

 

Environmental Protection Agency (Concurrence)

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

 

 

 

 

f {OTHER STATE AGENCIES + TRIGGERS: eo

3 ee is

     

 

 

 

 

 

sg a sl of cle Resources and Mines

EPA

 

 

 

 

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

NSC gManduse\administrative processes\application chechlist.doc

 

 

Page 3

’ .. Please Quote Our Ref: 3354

 
  

Caloundra Building Approvals Pty Ltd

155 Bulcock Street, Caloundra

PO Box 136

GOLDEN BEACH QLD 4551

Phone (07) 54914866

Facsimile (07) 54914877

. 4

Your Ref: N/A

  

. 28 February 2009

Raine Coast Regional Council (Noosa),
-PO Box 141,
‘Tewantin Qld., 4565.

_ RE: Code Assessable Application - Proposed Dwelling and Swimming Pool
Property Situated at 6 Allambi Rise, Noosa Heads
Described as Lot2 RP 88575

Dear Sir/Madam,

please find the following application for Code assessment with attachments:
2. 1. FormsA&D
2. 4 Copies of plans
3. Fees of $685.00
4. IDAS checklist
Os. Copy of Title and RP
_ 6. Adjoining Owners Consent

This application is for an assessment to the following provisions of the Planning Scheme and Queensland
Development Code ~

Acceptable Solution $2.2 - Enclosed carpark drainage; m:
Acceptable Solution $12.1 - Roof forms — roof slope less than 5 degrees and less than 75% overhangs;
Acceptable Solution S7.1 — Site Cover; oS :
QDC MP 1.2 A2 — Side boundary setback to spa.

Pons

In support of this application, | provide the following —

a. The dwelling is to be located in a prestigious area of Noosa Heads and the owner has achieved a
well designed dwelling to suit the area and provide an aesthetically suitable outcome to the property
and the surrounding area.

b. The Planning Scheme for the Noosa Shire indicates the proposal is located in Detached Housing
Zone and Bushfire Hazard overlay (not applicable to houses);

Page 4

 

 

Caloundra Building Approvals Pty Ltd

155 Bulcock Street, Caloundra
PO Box 135
GOLDEN BEACH QLD 4551

Phone (07) 54914866
Facsimile (07) 54914877

The plans incorporate a basement carpark with a floor level below the finished ground level. The
attached hydraulic plans provide details of the drainage for both the stormwater and sewerage
plumbing. The basement area is only for the storage of cars and the floor level is approximately 2.3
metres below the driveway height. The hydraulics plan indicate both a sump pump.and back up
pump as well. It is considered that the dual pump system will provide an acceptable solution to the
required outcomes to allow only short term and infrequent flooding to non-habitable areas.

The proposed development will not cause any flooding or drainage issues to adjoining properties;

. The dwelling construction is to be concrete slabs and blockwork walls, which will also include a slab
and truss roof of low pitch to 1 degree. slope. The design is such.to achieve parapet type fascias and

overhangs to the majority of the dwelling with some limited areas of no overhang. These areas are
well incorporated into the design and the roof lines willo not be apparent from the normal visual
aspect. Eaves widths vary with the design and are only marginally under the required 75% of the
perimeter.

The overall design and aspect of the proposal is certainly one of varying lines both horizontally and
vertically to provide a very pleasing amenity;

. The site coverage at ground level is approximately 49% and the upper level approximately 38%. The

ground level coverage is very minimally under the required 50% due to including the pool and spa
area in the calculations, however without these included it complies with the planning scheme
requirements. The upper floor is 34% site cover and 38% cover with the roofed outdoor area. It is
considered that the bulk of the building will not be out of character with the general area, with various
unit developments in the vicinity of the allotment and the building will have quality landscaping to
soften any perceived bulk impact;

The spa height adjoining the northern boundary will be approximately 1.8 metres high with a block
screen wall to 1.6 metres high above the spa and extending 1.0 metre each side of the spa. The
overall length of the high wall will be approximately 5.1 metres. This proposal is to provide privacy for
both the occupants and the adjoining neighbour. The adjoining neighbour has provided a letter of
acceptance for the proposal. The proposal will provide adequate distance between the neighbours
and have minimal impact on the adjoining property;

at

. The dwelling has been designed to comply with the energy efficiency requirements of the Building

Code of Australia; we,

. The overall design of the proposed dwelling has been carefully undertaken over a lengthy period to

achieve a practical solution to the owners requirements and at the same time provide a very _
aesthetically pleasing outcome from the street and neighbourhood. Ground levels externally have
minimal changes to alleviate any drainage issues to adjoining allotments.

Page 5

 

Caloundra Building Approvals Pty Ltd

155 Bulcock Street, Caloundra
PO Box 135
GOLDEN BEACH QLD 4551

Phone (07) 54914866
Facsimile (07) 54914877

. .
i. Itis considered that the variations to the Noosa Planning Scheme are reasonable and meet the

hoe 1)
. 2)
0 3)
fogs 4)
@ 5)

6)

7)
8)

desired outcomes of the scheme, such.that the proposal will —

be of a scale and nature complimentary and respectful to the surroundings,
maintain the visual amenity of adjoining and surrounding properties,
address the street and contribute positively to the streetscape character,
not be visually dominated by a garage or carport,

orientate front doors and feature windows to the street,

have varying wall elevations both horizontally and vertically to provide well articulated. °°.”
facades, at
have an appearance of a single detached dwelling, noe
be orientated for views and breezes.

Considering all the above issues, the proposed dwelling will provide a form with materials and siting which will have
‘an amenity appropriate to the area with minimal effect to the adjoining allotments. The dwelling will be constructed of
highest quality materials and finishes and be an asset to the Noosa Heads area.

[look forward to your favourable consideration in the near future.

Yours erely

Andrew Stewart
Private Certifier
BSA A705971

Page 6

Part A, Version 3.1, 3 March 2008

Form 1 Development Application

Part A

Common details

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
     

    
     

   

 

‘ Company/organisation name (if applicable) [Catoundra Building Approvals P/L . |
. ae vy . Individual applicantContact person (if there is more than one applicant, provide additional applicant details atin ‘attachment to this form)
_
Postal address [Po Box 135, Golden Beach, QLO., 4551 “|
. Contact telephone number [o7-s4g14866 | Mobile phone number | , "
| Facsimile number 07-54914877 | e-mail address [[email protected] |
1. Identify the premises by completing Table A, or Table B andlor Table C (ensure adequate information is given to identify the premises)
Table A ifthe application is for a mobile and temporary Environmentally Relevant Activity (ERA), complete Table A only. Then go to Q2. x.
+ OR
Table B Street address for the premises (tick applicable box/es below and insert property description in the table. Identify each lot in a separate row.)
e () BQ Street address / lot on plan for the premises (Appropriate for most applications including building applications); OF

(i) (] Street address /lot on plan for the land adjoining or adjacent to the premises (Appropriste for davelopment in water 0.9. jetty,
pontoon etc) (Note: Loton plan details may be obtained from title documents, 2 ‘Rate’ notice, or fram the local government, )

TON

            
  

  

 

 

 

AND/OR . ee,
Table C Coordinates and/or a map of the premises (Appropriate for development in remote areas, over part of @ fot, In water (e.g. channel dredging in Moreton
Bay) etc.) . . . a :

 

 

 

 

2. Identify if any of the following apply to the premises by completing Tables D, E, or F. (Note: in most instances, the premises wil not involve any of
the following characteristics, however some appiteations may involve one ar more of thase charactoristics - comptate only if applicable)

Page 7

Part A, Version 3.4, 3 March 2008

INTEGRATED PLANNING ACT 1997

     

10. The Portable Long Service Leave Levy (PLSL} is not applicable to this application if any of the following apply: ( Tick box if applicable)

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 only for a change of use, or for the following types of work carried out solely for
farming purposes: land clearing, sile preparation, earthworks, fences, fodder harvesting, clearing of encroaching vegetation, clearing of
regrowth, thinning vegetation or controlling weeds or pests);

([J all costs, that relate to the work both directly and indirectly, are tess than $80,000, inclusive of GST; or

(71 the work is being carried out under an ownes-builder permit issued under the Queensland Building Services Authority Act 1991 -
Complete and submit a QLeave Nolification and Payment Form {no payment required if owner-builder permit number stated). The receipted form must be
sighted by the assessment manager before a development permit can be given.

a

A

1

14. {s payment of a PLSL levy applicable to this application? (Refer to Q10 and the Advice below for more information)?

1X] No - End of Part A
[1] Yes - Answer Q12 below

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

Fee (8)} CS-x| Date received ce | lor Recehving ofioers A S. nite - iihelig oF / 3 22,
tt ‘ ¢

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  

 

 

 

QLEAVE NOTIFICATION AND PAYMENT (for completion by assessment manager or private certifier if applicable)

 

en z : é EO B as
: i pagans peti net - be Apa fom marek 5 i d
# s Ss : = 9 Bs Ss 3 vast i Bs pa uate ait A cen Es a ii rot
we 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 Apptication. ie

Your personal details will not be disclosed for a purpose outside of the IDAS process, except where required by legistation {including the Freedom of Information Act 1992) of as
002°

required by Perliament. This information may be stored in a DIP database. The information collected will be retained as required by the Public Records Act

 

 

>

Advice for completing Part A

 

General advice ve fae
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 8 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.

 

 

 

Page 8

INTEGRATED PLANNING ACT 1997 Part A, Version 3.1, 3 March 2008
Table D Complete if the premises are adjacent to or associated with a water body, watercourse or aquifer (e.g. river, creek, lake, canal)

fr] na

Table E Complete if the

    
 

 

premises are on Strategic Port Land under the Transport Infrastructure Act 1994

Tae

     

 
 

 

 

 

mh, See

3. Indicate the total area of the premises on which the development is proposed: (Note: The (otal area may include tand both above and below water)

  

 

  
     

fF
ff Bodies

e@ 4, Current use/s of the premises: (e.g. vacant land, house, townhouses, apartment building, shop, service station, school, sugar cane farming etc.)

[ 1 | Vacant

5. _ Are there any existing easements on the premises? (e.g. for vehicular access, alectricty, overland flow, water otc.)?
No oO Yes - Ensure the typo, location and dimensions of each easement are inchided in plans, submitted with the application

    

6. Brief description of the proposal (e.g. 6 unit apartment building,’ 30 fot residential subdivision, a bore, aquaculture)

 

New Dwelling and Swimming Pool

 

 

 

7. Does the poposal include new buildings or operational work (including any services) on the premises?
Oo No ba) Yes - Ensure the nature, focation and dimensions of the proposed works are included in plans, submitted with the application

  
 

meres

 
  

 

a i ps HGR InfOlrarOOp LS ral i
8. Does the application involve taking or interfering with a State resource and therefore require a resource entitlement? (0.9. the application
involves State land (leased and freehold), declared Fish Habitat areas, taking quarry material, taking or interfering with water under the Water Act 2000, etc.)

ix No -Go to Q9 . oO Yes - Complete Table G - provide details for each evidence required on a separate row, if applicable. Evidence of resource
e@ . allocation or entitlement must! be submitted with the application. You do no! need to answer Q9 - go to the next section.

‘ ng for i pada PSUR CEE Be i

9. plete Table H for applications involving a material change of use; feconfiguration 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 tand defined under the = *
Transport Infrastructure Act 1994 - provide details for each owner an a separate row, or an an attachment to this form if applicable.

  
 

”

 
      
    
 
  

   

  
    

   

  
    

 

   
  
   

 

Table H

 

 

   

 

77
* Owner’s signature cannot be provided on the form if you intend to submit the application electronically. Qwner's consent must ba provided to the assessment manager on an
attachment containing appropriate written documentation of the owner's consent. If the owner is a company, $127 of the Corporations Act 2001 (Cwealth) details how a
company may sign as owner. Templates for the provision of owner's consent are available on the IPA\ ‘

    

   

Table | papel cu f se noe ; mien ee

7 TPlans 2008/050-1C,20,37C | Architectural plans “| a7-Jan-2009 [mail
2 Form D, Title & RP Plan, Letter, IDAS | Checklist ' mail

 

 

 

 

 

 

 

 

 

 

Page 9

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

   
   
   
 

Part D

Material change of use assessable against a
planning scheme

  
   

 
  

1. How is the premises identified / zoned in the applicable planning scheme? (NOTE: ifthe premises involves muttiple zones clearly identify the
relevant zone for each fot) - provide details for each lot on a separate row oo .
Ws Pot Hd i [Eee eae Taek
Ko pti ae < eb a!

 

 

 

 

 

 

 

 

2. How is the proposed use/s definéd in the applicable planning scheme?

 

 

 

 

1 ]Dwelling House and Swimming Poo! Dwelling House and Swimming Pool

 

 

 

 

 

 

3. What type of approval is being sought?
[X] Development Permit ] Preliminary Approval 1) Both (Provide details below)

4. Are there any current approvals associated with this application for the change of use of the premises? (e.g. @ Preliminary Approval for
the use)

4] No oO Yes - Provide details for each associated approval on a separate row

5. Does the proposed use involve:

(i) the reuse of existing buildings on the premises D<} No (J Yes - Complete Table A
(ii) new building work on the premises [7] No (1 Yes - Complete Table B
: eo (iii) the reuse of other existing operational works on the premises LX] No [1 Yes - Complete Table C
(iv) new operational work on the premises &] No [1 Yes - Complete Table D

 

Table B | Proposed ftoor area 967m2
Proposed site cover

Proposed maximum height above natural ground level 8.2m “

 

 

 

 

 

 

 

oa

Page 10

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

 

 

 

 

   

 
 

 

 

= Sola apes

 

    

= BAS fein
premises and a statement about the

 

 

 

 

 

 

 

 

 

   

 

 

Not applicable

 

 

 

 

ee

 

 

sire:

 

    
  

(v) Plans showing the natu

 

(]_ Confirmed

 

 
 
 

()_ Confirmed
(Not applicable

 

 

 

 

 

 

OFFICE USE ONLY

 

 

 

 

Date received Reference numbers [ |

 

 

Advice for completing Part D

 

General advice

Part A must also be completed for all DAS 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. - a

When paying fees to the Environmental Protection Agency by electronic funds transfer (EFT) for coastal development applications, use the
process from the information sheet Electronically paying fees to the Environmental Protection Agency (EPA) and securely attach the form
Electronic Funds Transfer (EFT) payment notification to this application.

 

 

 

Q3 A development permit authorises development to occur. A preliminary approval is a step in the approval process and does not authorise
development to occur - a subsequent application for a development permit must be sought.
Table D {f the MCU application involves operational work that is the building of a retaining walt on the premises, the application is taken also to be for the

 

operational work if approval for the operational work has not been applied for in this application or in a separate application.

 

 

Page 11

’ RECEIVED - |!
- 9 MAR 2009

INTEGRATED PLANNING ACT 1997 _ "7 _'__IDAS Assessment Checklist, Version 22

     
 

Form 1 Development Application

IDAS’.

Assessment Checklist |

 
  

 

a ford 4 versie manos” Se

pleted f. or all. | development applications @ except those proposed on la

 

a i 1
Answering the following questions will assist you in determining which sections of the checklist must be ct mpleted for your application. If a
unsure, phone or visit your local government or log.onto the DIP website www.dip.qid.gov.au for help : ,

For all IDAS development applications (except those for building work f requiting assessment against the Building Act 1975 only) - complete Section 1 of this :
checklist z : ‘ooo

Does the application seek approval to’ mate a material change of. use of the premises? lw ow
if yes - complete Section 2 of this ‘checklist = : : Ss : Yes: OWNo, *

ae ae ‘ “| %
T

 

 

Ms

 

Does the application seek approval to reconfigure a tot? 7 oy . o,
if yes - complete Section 3 of this checklist and Part F of IDAS Application Form 1. if the’ premises 3 are completely within asingle |[Yes |XJNo :

focal government area assessment is by the'local government. ~ a . : :

' [Does the application seek approval to carry out operational work? . : o : 1
if yes - complete Section 4 of this checklist . to . CYes /&INo . ‘

 

 

Does the application seek approval to carry out building work requiring assessment against the Fisheries Act 1) 994?"
if yes - complete Section 5 of this checklist .

(Yes |KINo .

 

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

 

Does the-application seek approval to carry out building work requiring assessment against a local government planning - sf |

scheme? Byes |CING |

if yes - complete Form 1 Part E of IDAS Application Form 1. Assessment is by the local government. spot Y
Does the application seek approval to carry out building work requiring assessment against the Building Act 1975? " eo,
if yes - goto Appendix tof. this checklist for advice on building referrals. Complete Part B of {DAS Application Form 1. Byes |LINo. | . “

_ [Assessment is by a building certifier 4 . . x

Do you wish the application fo be assessed against a Superseded planning soheme? . : *
if yes - complete Form 1 Attachment 1 CYes |JNo \

 

 

 

Is the application for development completely or partly on Caims 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 4 Part D of IDAS Application Form 1 ifthe |[_1Yes |IX)No “
application is for a material change of use, and Part € if for building or operational work, Also, the application must be referred to the
focal government as Advice Agency.

 

 

 

 

 

 

 

Page 12

    
 

INTEGRATED PLANNING ACT 1997

 

 

1.1A Is any part of the proposal intended to be carried out on a Queensland heritage place under the Queensland Hentage Act 1992?

+

[X} No-Goto118 [_] Yes

IPA, schadute & part 1, table 5, item 2: IP Regulation, schedule 2, tatde 2, item 14,

41.1B 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 Caims or Mackay airport land?

BX] No-Gotoaz2 (Yes

IPA. schadute 8, part 1, table 5! tem 2A, IP Regidation, schedule 4, part 2, table &, item 2. pee , . w

   
  

 

  

 

   
  

REMOVING QUARF ATE ERIAL, ANILD RIVER. AREA
4.2 Does the proposal involve rethoving quarry materia froma watercourse: or lake as defined uinder the Water Act 2000?
XJ No- Goto 01.3 OYes «. ” 5 Lo , a 5

 

nodule 8, part 1, table 5, item 1 IP Regulation schedule 2, tablo 2, item "i IP Regulation, schedule 1, table 5, item 2 (wild river area); Water Act 2000,
968C; Wild Rivers Act 2008. section 43A

    
    
  
      
     
  
 

 

 

14 Is any part of the prerhises within the limits ofa pat under the Transport Inrastucture Act 1994?.

{X] No- Gotoans, ve

   

astlared fish fabitat area a under the Fisherie Ss Act 1994?

me mo, : .

 

Doés any part of the pre
BX] No - Gord an 6

 

 

  

" ‘this application | requires, ass s iment by’ the Department of Primary Industries and Fisheries (DPI8F). If DPIBF is not the.”
Assessment Manager for the application, the agency has Jurisdiction as ‘Advice’ Agency.

IP Regutation, schedule 2, table 2, item 26 pe

 

   
   
  
 
 
    

‘s any part of the premises designated for community infrastructure?
[X] No - Goto Q1.7 Oey ay

ae : C1 Yes

IP Regulation, scheditie 2, iabie 3, item 7

Does the proposal involve the establishment or expansion of a waste water disposal system?

{XJ No -Endof Section? ((] Yes
IP Regulation, schedule 2, table 3. item 5

    

Page 13

INTEGRATED PLANNING ACT 1997 oO . IDAS Assessment Checklist, Version 22

 

  

 

oe See ote “ashe a

SECTION 2° seaivit ine Sepeaon al chit fiermiges.
Section 2. must be completed when the ‘pplication seeks approval t to make a materia chai ie of use of premises.

 

 

STATE: PLANNING REGULATORY PROVISIONS.AND:PLANNING SCHEM
21 Is the proposed use assessable under any State planning regulatory provisions?

EX] No (Yes

 

If no, is the proposed use assessable under the planning scheme?
oO No - Goto 2.2 & Yes - Complete Form 1, Part D and answer Q2.1.1 - 2.1.13 below

   

STATE- CONTROLLED. ROAD. : q :
241 Is any part of the premises located i in part of a future State-controlled road, or within 100m of a State- controlled. road? . .
Clyés No , . — :
mo s Ire proposed use listed in schedule 5 of the Integrated Planning Regulation 1 998 and does itexceed the specified
resho

No — {_] Yes - This application must be referred to the Department of Main Roads (OMR) as Concurrence Agency.

IP Requiatian, schedule 2, table 3, items

   
 

2.1.2 is the use proposed in ina local goverment area ited? in Sta Pléning Policy 202: Planning and Managing Development
Involving Acid Sulfate Soils? wt ‘ a ss rs doh

 

 

 

    

   

Be, ay ¥ f
[XJ No - Goto 02.1.3 CYes ~ a ' Fe ht tty
21 Aurukun, Bowen, Brisbane, Broadsound, Bundaberg, “Burdekin, Burke, Burnett, Caboolture, Caims, Coallope! “Caloundra: Cardwell, Carpentatia Cook, Cooloola, Douglas, we :
Fitzroy, Gladstone, Gold Coast, Hervey Bay, Hinchinbrook, {sis, Johnstone, Livingstone, Logan, Mackay, Maroochy, Maryborough, Mirlum Vale, Momington, Noosa, Pine aw
Rivers, Redcliffe, Redland, Rockhampton, Sarina, Thuringowa, Tiaro, Torres, Townsville, Whitsunday . ‘
5 ha
IP Regulation, schedule 2, iable 2, item 4; State Planning Policy 2/02: Planning and Managing Development Involving Acid Sulfate Soils, section 36 “4
ay
. +
213 Is any v par of the premises | ovale i ina coastal management cstiet? coe : ad
. 4 *
DX} No- Gots o2.14 Cves . 4 ma, Ce ‘
IP Regulation soheduld. 2, tablo a tom 6. : a moet :
2.1.4 Do the premises 28 include alot tontaining the following? . ne
Sow ” ‘e
(i) A category 1, 2 or 3 area shown on a Property Map of Assessable Vegetation (PMAV) « " Ba.No. [Yes ao
(ii) If there is no PMAV for a lot, remnant vegetation 4 ’  BINo - (1Yes
IP Regulation, schedule 2, table 9, item 14 .
215 Is ny part of the premises in an area for which an area management advice has been given for unexploded ordnance? 2 oR Oe
D<] No - Go to 02.1.6 oO Yes - (Complete Form 1, Part N) This application must be referred fo the Administering Authority 3 as Concurrence .
Agency, '
Ip Regulation, sohedtle 2. table item 12 so . ve nye # ww”
. rare . arene MTs
216 Is the proposed u use e oF premises listed ir in schedule 13C: or the integrated Pinning Regulation 1 998 and does it exceed the, ;
specified threshold?” . . . vitor A
XK) No - Goto. 02.4.7 si) Yes - This application must be referred to Queensland Transport (Q7) as Concurrence Agency. » ~ : re
IP Regulation, schedule 2, fable.) item 14 . . . Loe

 

a 7 "Is ee err : nit listed in schedule 13D of the integrated Planning Regulation 1998 and does it t exceed the

specified threshold? .
X) No - Goto 02.1.8 oO Yes - This application must be referred to Queensland Transport (QT) as Concurrence Agency.
1P Regufalion, schedule 2, table 3, fem 15 soe : : . , *

Page 14

INTEGRATED PLANNING ACT 1997 OS IDAS Assessment Checklist, Version 22 '
KOALA CONSERVATION 3-2 = ss are
2.18 Is any part of the premises in a koala conservation area or koala sustainability area, other than in an SEQ urban footprint area?

 

   

(Yes No : 4
If yes, is the use for a domestic activity, as defined by the Environmental Protection.Act 1994? .

CI Yes —X] No ‘ e

JP Reguiation, schedule 2, table 3, zems 18 and 18A

 

 

 

2.1.9 ts the use associated with reconfiguring a lot?

[=] Yes-Goto.a2.1.10 [No - Answer both (a) and {b) below _ So op
4 yO (a) Will any part of any structure or work that is the natural and ordinary consequence of the use, be located in an
" : easement? + . a
. 8 “ EX] No- Goto) [[] Yes - Answer ‘both (i) and (i) befow .
“ : _ (bs ls any part of the premises situated within 100m of a substation site under the Electricity Act 19947

. , & No oO Yes - This application must be referred to the entity responsible for the substation as Advice Agency.

IP Regulation, sctedute 2, fable 3, item 8 (electricity easement, IP Regulation, soneduie 2, fable 3, ten 16 {pipolina ¢ easement); IP Regulation, schedule’ 2, table 3,
a item 9 (substation) - . ‘

a - RESDENTAU COMMER

 

\

 

 

OR INDUSTRIAL SVELOPMENEN WILD RVERAR

   

 

 

 

7" * 2.4.40. Is any part of the premises in’a wild river area declared under the Wild Rivers Act 2005? cote ” i
Ro [] No -Gotoa21.11 “(] Yés .? ‘ : ,
, “ IP Regulation, schedule 1, part 2, lable 5, item 1(a); Wild Rivers code (Note: the cade daes not currently contain applicable provisions for residential indusirial or
* commercial development inside @ designated urban area} .
. “
. 2.1.11 Is the proposal only for the construction or usé of a single residence ona lot and any reasonably associated building or structure? - oe
a _ Byes ; - 60 f0 021.12 No a : . oy oe . af ‘
. ~ Js

PR sit Schedule 2, table 3, tam 20° * we, ”

     

          

 

 

 

 

2412 -Dothe premises include a lot staring a common boundary with a Queensland Heritage place under the Queensland verlage Act, ,
1992? : Be .
& No - Go to Q2.1.13 oO Yes.- (Complete Form 1, Part C). This application must be referred to the Environmental Protection Agency,
(EPA) as Advice Agency. .
cet y 1P Regulation, schedule 2 able , tem 22 mo
ve ae
. ur —s Ac " Nl poo
Sy 2.1.13 Is preliminary approval sought for the ne application under the IPA, section 3.1. 16? . 7m
ae . &) No - Go to Q2.2 O Yes - (Complete Form 1, Attachment 2) This application must be referred to the Department, of | institu Cos
Ss and Planning (DIP) as Advice Agency. r ‘ at
. Pee at)
“, ‘ +» IP Regutation, schedule 2. tablo-3. item 23 : . : . wt Sy * en
oy an 2 - +
me 22 Is the proposed use a brothel as defined under the Prostitution Act 1999? , i A
: EX] No -Gotooz3 = [J Yes , ; . hy
® IPA, schedule 8, part 1, lable 2, item 2: Prostitution Acl 1999, section 64 : *
23 is any y part of the use proposed on Strategic Port Land under the Transport Infrastructure Act 1994? 7 . 4
. - #9
X] No-Gotoa234 [_] Yes . , sot
JPA, schedule 8, part {, fable 2, item 3; IP Regulation. schedule 2, table 2, item 6, * . . 7 , *
2 voy “th, mow
wt » - vo 1
+ 1 pew : o > 1
% . . , :

Page 15

 

INTEGRATED PLANNING ACT 1997

 
 

 

 

 

 

2.3A Is any part of the use proposed o on Caim and Mackay airport land under the ‘Airport Assets (Restructuring and 1d Disposa) Act 2008? Oa

 

. : a No-Gotoq24 (_] Yes . . #
” A, schedute 8, part 1, fable 2, item 34: IP Regulation. schedule 2, table 2, item 6A. : . . By
' tg
24 Is the proposed | use a major hazard faclty or possible major hazard facility under the Dangerous Goods Safety Management Act . : ¢

2001?

&) No - Go fo Q2.5 O 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. vr,
x, ee IPA, schedule 8, part 1. table 2, tem 4; IP Regulation, schedule 2, table 2, item 7 mo, , oe

: CONTAMINATED. LAND REGISTERED LAND,

2.5 Is any part of the land forming the premises on the Environmental Management Register or Contaminated Land Register under the
’ Environmental Protection Act 1994? .. " . : . ,

[XI No-Gotoazs [J Yes ‘ ,

IPA, schedulo 8, part 1, table 2, item 5: IP Regulation. schedule 2, table 2, item 22

FEAND® NOTIFIABLEAC

2.6 ls any part of the land formirig the premises currently Used i
+ anotifiable’ activity? .

a No . 6010 02.7 G ‘es

  

   
    
   

   

 
 
  
   
 
 
   
 
  
   
 
    
  
  
 
  
  
 

 

‘ 27 is any part of the pramisés. currently used for an industrial activity (other than fora’ a'mining activity or petroleum activity), or if there
is no existing usé was it last used for an industrial activity (other than for'a mining activity or petroleum activity)?

SJ] No -Gotoaze “[] Yes
PA ‘sched 8 perf table. ‘

  

 

 

SEP We go

Is any part of the preinises in an area,for which an‘area management advice has been given for natural minefalston or industrial

, : - activity. (other. than’ for a ‘mining activity or petroleum activity)? mene ,
Te XJ No: 6010029. : : ,
C1 Yes mS . a oo nos
-@ . IPA. schedule &, part 1, tablo 2, i A Pp Rogulation, seltedulo 2 tab 2 “item 22 ne S : . 2 ’

  

29 Is the proposed t use efor aquaculture as defi ned under the Fisheries ‘Act 1994?

Xd No No -Gotoa2.1o [_] Yes

 

 

210 's any par of the premises ina wild river area decered under the Wild Rivers Act 2005?

KX] No - Goto 02.11 CO Yes
IPA, schedule 8, part 1, fable 2. tem 11; P Reguistion, schedue 2, table 2, item 36 : Witd Rivers Act 2005, sections 42, 43A

 

241A is any part of the premises within the South East Queensland (SEQ) designated region?
DX] No -Gotoaz118 [_] Yes

Draft South East Queensiand Regional Pian 2008-2031 Reguiatory Provisions, divisions 2 and 4; IP Regulation, schedule 2, fable 3, item 13

     

Page 16

 

 

INTEGRATED PLANNING ACT 1997

 

 

FAR NORTH. QUEENSLAND REGION

 

2.411B — Is any part of the premises within the Far North Queensland region n (ENQ) designated region?

a No -Gotoa212 [_] Yes
Draft Soutn Eact Queenciond Regional Fen 2003-2031 Reguisiory Provisions, dhvisions 7 anu 4: 1P Regulation: scftadite 2 2, tate 3, tem 13

 

212 Is the he proposal f for urban purposes, as defined under the IPA?
{XJ No -Gotoa2.13 (] Yes
IP Regulaticn, schedule 2, fable 2. item 40 4

 

RENOVA DESTRUCTION OR: DAMAGE, OF. MARINE PLANT 3

943 Doss the’ proposed use invoive the removal, destruction or dam ‘of marine plants tinder the Fisheries Act 1994?
BX] No -End of Section2  L] Yes . ‘ . .

ip

  
  

scndcule 6, pant? table 4.
schedule 1, part 3, table 4, tem

PA, section 2.2.2A: IPA. schedule 3, oeit 1 table 4, ten 8 (ass
134 ise” assessahle

Rivers Act 2005. section 43A.

       

 

 

 

 
 

 

 

 

Page 17

INTEGRATED PLANNING ACT 1997

   

 

. schedule: 4) IE ate
the @ application as as if thefe' were oC

 

APPENDIX 1 Referrals for Building Work assessable against the

. IDAS Assessment Checklist, Version 22

   

    

oe

      

es

 

 

 

 

 

a Spinal t may er TOOe referral to Qld Fire and Rescue Service as an advice

 

 

 

 

 

 

 

 

 

 

 

 

 

For more information go to IP Regutation, schadute 2 table 1, itm
14,

hitpvAwwlegtstation.qtd.coy.ewActs Sie/Acts Sl_i.ntn

 

 

|Special fire services - generally 1.
For more information 90 to IP Regulation, schedule 2 table 1, item 1 agency if the application involves special fire services.
nitoiNwwwlecislation.qld.cov.auiActs SLsiActs. SI, intm o : Sr, .
ne safety for bude! secornmodation schedule 2 table 1, tem 2 2. An application may trigger referral to Qld Fire and Rescue Service as an advice
htoviwlonlatonaldgovauscts Sisiacts St ihn agency ifthe application involves the installation ofa fire safety system for a
, : . budget accommodation building. -
residents are bullding IP Regulator, schedule 2 table 4, em 3: An application may trigger referral to Qld Fire and Rescue Service as an advice
A 8 eaulaton, ~~ agency if the application is for a residential care building.
bttpwwwJlecislation.qid.gov.awActs Sie/Acts_ SL_l.him 7
Spry painting son cot IP Reavaton, schedule 2 tabi 1, tem 3 4, An application may trigger referral to the Department of Employment and
hinAwmoyistafonaloovaucts Stescs SLi Industrial Relations as a concurrence agency if the application involves a
workplace involving spray painting.
petal ment RrEMISES pequlatot,schedue 2 tbl 1, tom 4 5. An application-may trigger referral to Safe Food Qid as a concurrence agency if
pve pllaton a gov.aulActs SLelacts.St,_ihtm ‘ the application involves a retail meat premises.
‘ Private heath feces IP Reauatn fe tab 1, tem § 6: An application. may trigger referral to the Deparment of Health as a
Meviveyleastdion nao sub eae Le concurrence agency if the application involves a private health facility.
Workplace area tess than 2 am schedule 2 tbl 1, tom 6 a. An‘application may trigger referral to the Department of Employment and
F I . . . ' ¥ . A
htpaienalesiten gow suacts SLalets sin ” Industrial Relations as an advice agency if the application involves a work
os place area less that 2.3m?.
rer contiguous to  State-controlled road , > ‘tem? 8. An application may trigger referrat to the Department of Main Roads as a
‘ IP Regul 1 table 1, Item 7, ‘ . Je ath '
bhoeleson agouaunea Sivan Si Lite m concurrence’agency or advice agency if the application involves land © «
contiguous to a State-controlled road.
Pastoral workers accommodation son, schedule aie tem 8 9. An application may trigger referral to the Department Employment and
Fe Infor IP , tal , Item 8, . . 4 ae 8
thaw leakoten td go aulaca, Saat SL Ubi " Industrial Relations as a concurrence agency if the application involves
pastoral workers accommodation. ;
eis care centre IP Reguiton schedule 2 tal tem 10. An application may trigger referral to the Department of Education, Training and
oF 7 A table 1, item 9,
hipwmelonsatonaidgovauAtts SLaAcis SLunm the Arts as a concurtence agency if the application involves a childcare centre.
Coastal management dete alo, schedule 2 tbl 1, 11, An-application may trigger referral to the Environmental Protection Agency as a. .
|g mre information go to F Regulation, schedule 2 tabi 1, Kem concurrence agency if the application involves land completely or partly
hitouiwww.teaistation.old.gov.auiActs Sus/Acts SL_|.him seaward of a coastal building line’. .
9
Queensland hertage piece segutabon, sche 2 tl 12, An application may trigger referral to the Environmental Protection Agency as a
ir i in go in, , item . sata fe y
Te imomaton go res concurrence agency if the application involves Queensland heritage place.
bitputwww Jegistation.qld.qov.awiActs Sis/Acts SL_Lhim
rane arene Manse Regulation, schedule 2 tahle 4, tem 13. An application may trigger referral to Queensland Transport as a concurrence
Vadim souien ‘ agency if the application involves existing or future public transport corridors, or
nito/Awew.Jegislation.qid.govawActs SlsiActs Si. Lhtm airport operational airspace?,
Raitways 14. An application may trigger referral to Queensland Transport as a concurrence

agency if the application involves future railway land.

 

‘ Coastal building lines are prescribed under the Coastal Protection and Management Act 1995. ‘
2 Operational airspace is as defined under State Planning Policy 1/02 ‘Development in the Vicinity of Certain Airports and Aviation Facilities". ,

t

 

 

Page 18

   

INTEGRATED PLANNING ACT 1997 “ IDAS Assessment Checklist, Version 22 a
Referral Agency Is the LocalGovermment , “S
Note: For applications relating to a single detached class 1 building or a class 10 building (items 16, 17, 18 and 19 betow) and possibly item 15), and to dematishing, removing or rebuilding after

remaval (item 24 below), the referral agency assessment period for the ical goverment Is 5 days. For al other appicatons the assessment period for the local government is 15 days (IPA, $3.3.14
~ and IP Reg, schedule 4).

If no response is received from the local government within the assessment period, it is taken that the application is refused A $3.3.16 (3}). However, a ‘deemed refusal for no response does not
apply for assessing the amenity and aesthetic impact of a building or structure (item 16 below). -

 

 

 

Lscat heritage place toIP Reguaon scheduto 2 tablet, hem 15. An application may trigger referral to the local goveriment as the concurrence
n jul schedu! . 7 . . =
1A som nes agency if the application involves a local heritage place.
“ htmxiwww legtsiafon.qld.gov.awlActs SLs/Acts SL Lim .
. Amenity and aesthetic impact of particular building work 16. An application will trigger a referral to the local government as a concurrence
ae For mora information go to IP Regulation schedule 2 table 1, item « . .
_ 15. agency if the building work is :

- « fora single detached class 1 building or class 10 Structure; and
on, 2» in alocality and.of a form the | local | goverment has, by fesolution, declared

   

 

 

     
 

 

 

 

 

 

 

  

. _ the fosin may.» OND a of *
: - have an extremely adverse eft on ‘the. amenity; oi likely amenity; of the .
locality , - oe he eon
- be’in extreme conti with. the ‘character of the locality i :
Whether particular buildings may be occupled for residential 117, An application to usé an existing building that is not class 1, 2, 3 or 4 for "3
aoe ntarmation gob IP Reguiation schedule 2 taba 1, tem . residential purposes may trigger a referral to the mee government as the
16. _ concurrence agency, ; .
nttp:Avww, legislation. aid.govaviscts Shs/Acts S_L.hom ve : ee “A . .
aa rN pesign ane anne no Sequlaon wilt bbl tem 18., WAN application may. trigger reteral to the local government as the concurrence
eo tz, 18,18 . te & ~* “agen y if the proposed building or structure des not include an: acceptable
“ : issu . ., solution ‘under parts’ 1:1 or 4. 2 of the Queénsland Development Code...’ “
219.77 & An application may tfigger referral tothe local goverment as the concurrence
, agency if the proposed building or, structure is not of the quatifiable standard
stated in the | planning scheme for building clearance or site.cover.
20. An application may trigger referral to the local.govemment as the concurrence

 

agency if the proposed building or structure is not of the quatifiable standard
_ Stated in the planning scheme for performance criteria 4, 5, 7, 8 or 9 of the
at cate Queensland Development Code, part 1. 4, or 1.2.,

oo ke safety In panier bugget oncom he «/21 An application may trigger referral to the local | government as, the concurrence
Rill se ot a Maieaconliat eee " agency if the application involves particular budget: accommodation: buildings to
"determine: the building.will comply with the fire safety Standard uider the Building

* Act 1975 when’ the building work has beefi ‘completed. “

An application may trigger referral to the:local government as the concurrence

 

    

 

  

Higher risk porsonal appearanco services: woe
, |For more Information go to (P Reguiation schedule 2 table 1, tem |

 

21. agency if the application involves a business where higher risk personal sole ad < ;
uation aboauact Ses i_Lne ‘ *" || appearance: services are provided and the building work’ does not comply, with an fie
nd ine QOG part $2. .. }»,=_ -acceptable solution stated in the: Queensland’ Development Code, part 5.2." |)

   

 

   

ullng wor ele ete schedule 9 table 1 tem 23. "An application may trigger referral to the local govemment as the’ concurrence :
22. § ‘ agency for the building work for premises in which residential care service under |“: i
“ hoe httouwww. legislation aki,gov.awActs SLs/Acts SL_Lhim the Residential Services (Accreditation) Act 2002, section 4, is conducte or is fo
an 2 “4 Jand the QDC part §.7. proposed to be conducted. .

   

 

Building work for removal or rebuilding —* 24, An application may trigger referral to.the local government as the concurrence Tate
For more information go % IP Reauiaton schedule 2 table 1, item

agency for the removal or Febuilding at another site of a pulling or other,
stfucture. . .  #

    

 

 

 

 

a ee Disclaimer: . . . , :

“ey While the Department of Infrastructure and Planning (DIP) believes that this information contained on this form and provided as paft 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 yourown
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 but 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..

 

 

 

Ne

     

Page 19

  

 

Trish Sweeney

 

From: Trish Sweeney .
Sent: Monday, 9 March 2009 10:43 AM a
To: ‘[email protected]’ .
Subject: 6 Allambi Rise

Hi Andrew, the IDAS checklist you provided with the application for the above is a superseded one (Version 20), the
current version is Version 22 which has just been released. Version 21.3 is also acceptable until 29 March.
Regards, Trish : :

. Trish Sweeney
-#¢., Administration Officer - Land Use

. a [email protected] , . vio,
1 -6449 6293 : 7 oo . Ls - :

 

’

aren

 

 

Page 20

 

CURRENT TITLE SEARCH

NATURAL RESOURCES AND WATER, QUEENSLAND
Request No: 5809363
Search Date: 02/02/2009 14:22 Title Reference: 13156085
Date Created: 06/11/1958
Previous Title: 12628002
REGISTERED OWNER

Dealing No: 711322026 07/01/2008

MURRAY JOHN KAHLER
SANDREINE KYM KAHLER JOINT TENANTS

ESTATE AND LAND

Estate in Fee Simple

LOT 2 REGISTERED PLAN 88575
County of MARCH Parish of WEYBA
Local Government: SUNSHINE COAST

EASEMENTS, ENCUMBRANCES AND INTERESTS

1. Rights and interests resérved to the Crown by
Deed of Grant No. 11901113 (ALLOT 4 SEC 11)
{(ALLOT 5 SEC 11)

2. MORTGAGE No 711322027 07/01/2008 at 14,25
NATIONAL AUSTRALIA BANK LIMITED A.B.N. 12 004 044 937

ADMINISTRATIVE ADVICES - NIL
UNREGISTERED DEALINGS - NIL

” .
CERTIFICATE OF TITLE ISSUED - No

Caution - Charges do not necessarily appear in order of priority
** End of Current Title Search **

COPYRIGHT THE STATE OF QUEENSLAND (NATURAL RESOURCES AND WATER) [2009]
Requested By: CITEC CONFIRM

Page 1/1

Page 21

RP88575 VO Page 1 of 2 Not To Scale

eek At sroochydoré 113 VAN should be ROWE
-- FOR OFFICE Us: +

 
   

      

  

oo + 8

D : CT s2s5i2. 2628-2 we

HR oS , +H nant epprere
=

    
      
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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: ‘ 2osjO3+ !
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8 vopeoe © }
. 4e 45 |
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HASTINGS ST i
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AMENDED DESCRIPTION fo.
Note> Thta description letes wile! upar :
Lp es Sia it be wise by nee nie |
g zt Survey of ust () v2 a i
oy : - * : !
<~3 oo RP, BE SAS & vai 4
i mo . 1 ‘
13 ai ws | Partials entered in Roaster Be, | SURVEY ryt
t isdaed t obs “oy
| oui o sean BO BEN mn wn Vol. 2622... Folio Z \ . 7 2. - A
, j thee, 2B day of i Svbe 29% 39 nies. "|
on’ 119 BWap Xin” bar ee ees st Ba & . 29. i
* | TOWN OF woaor 1
a ! Rice oe |
ot » Weyba.
‘ Cat. No... 88575, =

 

 

 

Copyright protects the plan/s being ordered by you, Unauthorised reproduction or amendments are not permitted.

Page 22

 

 

 

   

a ener aa
' For Addifianst finn &
Qvocument Hottugs
Hater to cieP

ay
é

. LL. D-

5" ggs

1 fN2 Wh

(-0e -©

 

 

a

Page 23

 

Murray and Sandreine Kahler
6 Allambi Rise
NOOSA HEADS 4567

20" February 2009

Dear Mr. and Mrs, Kahler
Re: Spa and Fence to Adjoining Boundary Line

We have viewed your plans — Drawing Job No. 2008/050 Sheets | & 2 for the proposed
dwelling at, 6 Allambi Rise, Noosa Heads and have no objection to the height of the spa
and fence adjoining our property at 2A Little Cove Road Noosa Heads.

t

ot’

| WN AYA Aa] - Bernie Spilsbury

Very fr <—f

Thapar pb Margaret Spilsbury

Bernie Spilsbury and Margaret spilSseey
07 5447 3465

aye

 

A
#

Page 24

TTT ST Te

 

aCe) eet te Cou ESCs i - =| Ett Gr | f M1 | A=

Lot 2 No 6 Allambi Rise -Little Cove- si enaasaatien tee

 

Page 25

Site Boundary 90°00'00" / 40.891m

Ef 8 i N
=| | @
®: —f+—

A Ors, VD BF A AD
\COQ EZ 5 ro («)” ee

 

tahdscaped B

¢

® oY | Planter Water Proofed & Drained
7 In An Approved Manner

eta 1511 1608 1508 1511
FG Ww WwW FG

 

 

 

Living
Honed Concrete
SAAD SP

 

 

185018 Bi-Fold

  

Pool Fencing Plan 1:100

All Handrails & Balustrade To
Comply With BCA Part 3.9.1 & 3.9.2

 

 

ancy +g

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e@ | renderers many JoL LL LLL. - :
SS coing a 2 eS me miei ——— ee rch eee en es ee oe
— Joinery | i Wi | | -
= |i Hy | i) |
8 Ss = |i H | i] =
0 Rs =| | | Ht | —_—— |
N = AL so a —— 4} q
" ==
= | | a |
ES Cee
RE Se Tae eon SS Se
~ yo eoirg = el ———— ee eee
Joinery = | | Selected Tiles Over Concrete
: Masonry Wall To Eng. Specs.
zg +S eee eS! | 2 a
NV & yt ee “oT 2 3 seth teed i ss Frameless Glass Pool Fencing
me Gee ae ee a i Ri = ——— In AWAS 1926
reg . ee 4h 2a 5 ; pms |
— \ fresoo_ oe eed ie ee aoe ee ag “e Es a oc -

 

. eee _— Rendered 190 Concrete Masonry
| a ———— To Eng. Specs. Approx. Height
Of 1400mm

 

Pool Fence Elevation 1:100

- Scale.

1:100

Proposed Residence Cou URC ls = ws Hie Eee Ei.
(Drawing No.

Lot 2 No 6 Allambi Rise -Little Cove- DUERMO +127 403 908 cosa ue no vse 2000

 

 

 

Page 26

(J

 

|Su nshi | ne Coast LAND USE SECTION FEES

Regional Council

 

RECEIPT TYPE

 

 

 

 

 

 

 

 

SALE OF DOCUMENTS ;
Superseded Planning Scheme Documentation - 520
Copy of Permit/Approval Letter 110
The Noosa Plan’Documentation” = : 111
APPLICATION FEES ‘ ;
f Maen conasieh Chang of et Use Coadimpact sO
, bss 521
. pene : .- : . 521
‘ Assessment under Superseded Planning Scheme so 521
Modification to a Development Permit _ $2t
Extension of a Currency Period 521
Operational Works - Landscaping . 521
@ Bldg Work k assessable against th the Planning Scheme / . _ $21
PRE LODGEMENT REVIEW ; Pe
Half Hour _ _ : 522
. One Hour . . uot : " os 522
ADVERTISING . : . /
Purchase, Advertised Applications . : . 523
JETTIES 7 Ls Ho
Jetty Application Fee. | , . . _ 524
detty Bond . , , , : : _. 51
oe oot , : (Category 4)
BONDS , i ” - oe *
' Performance Bond : 51 /
co . : (Category 9) .
SIGNS : ‘ .
Registration Fee : : - . 222
Becx FEE , Le | I
Search of Land Use Section file. . . 112,
' Liquor Licensing Request , . a ee
TOTAL $ 6FS
NAME: Cabs ota : Beta A Fag bravata
ADDRESS: pro Bore 13S J vf
Go.een bEAecc/ exs]
FILE NO: et(e3zs DATE: 7 / 3/0
ve \
RECEIPT NO: SO/G8K -__- Signature of TP Officer: i) SO pees e
AUTHORITY NO: : : : Jd

(3(2209/s25),

Page 27

 

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 28

+

 

  

Caloundra Building Approvals

155 Bulcock Street
Caloundra QLD 4551

sis
PO Box 135

GOLDEN BEACH QLD 4551

be Phone: (07) 54914866

Fax: (07) 54914877
Email: [email protected]

A.B.N: 46 108 575 239

 

 

Supplier

Sunshine Coast Regional Council
Locked Bag 72, . 05/03/2009
Sunshine Coast Mail Centre, QLD 4560 Order Date :

Purchase Order : 05600

 

 

 

 

 

 

 

  

 

   
  

Sales Person: — Andrew Stewart
by B.A. Reference No: 00003354
Site Address : 6 Allambi Rise @)
NOOSA HEADS QLD 4567 . Ss)
Lot & Plan No; Lot Type - Lot No: Plan T me lan Number

Current 2 R 88575

Description Price Qty Tax % Total

MCU Council Application Fee $685.00 1.00 0.00 $685.00

wi i
cos
-—9 MAR 2009

      
 

 

Purchase Amount: $685.00
GST: $0.00
Total Inc GST: $685.00

 

 

PLEASE FORWARD A TAX INVOICE/RECEIPT BY RETURN MAIL

Method of Payment MasterCard

Pay To:

Name on Card: Andrew Stewart

Card No: 5163 4990 0017 6053

Expiry Date: 05/10 o . .

E & O Excepted : “#8 . * Pagel of I

 

 

Page 29

 

| NOTE . /
RAINTANK INSTALLATION AND /
ASSOCIATED WORKS SHALL FULLY /
COMPLY WITH THE RELEVANT PARTS OF ,
THE QUEENSLAND DEVELOPMENT CODE
PART MP4.2 AND LOCAL AUTHORITY
REQUIREMENTS /

 
  
 
 
    
 

 
  
 
  

INSTALLATION OF WATER
SUPPLY SYSTEM FROM
RAINWATER TANK SHALL
FULLY COMPLY WITH
AS3500.1:2003 SECTION 14

 

 

XX HC ON WALL
ROVIDE SIG OVER)

 

 

a - —

TO WALL (EXACT LOCATION ‘ re
SHALL BE DETERMINED ON - ey

SITE)

 

 
 
 

   

SbO

CON

 

INECT

   

4—PROVIDE A 1.0M DIA. SW PUMP

CHAMBER COMPLETE WITH
DUPLICATE SUBMERSIBLE
PUMPS (REFER TO DETAIL)

o— RISE 50® ON WALL TO

INTO

GRAWTATIONAL SW LINE
ABOVE

BASEMENT ALL SERVICES

"PROVIDE ORC WITH GRANGT FOR
POOL BACKWASH DISCHARGE
(REFER TO DE TAIL) ~~

1

INSTALL WASTE LIFT STATION
EQUAL TO GRUNOFOS MODEL
SOLOUFT + WC-1

 

/

 

 

 

 

Ay g2

PROVIDE A 1006 PVC TRAP
SCREW WITH A CAST ALUMINIUM
GRATE TO SOC (TYPICAL)

f "WET PIPE LINE

RAINTANK PUMP AND CONTROL VALVE

ASSEMBLY (REFER TO DETAIL FOR

CONFIGURATION) EXACT LOCATION
“SHALL BE DETERMINED ON SITE

  

YO DETAIL)

 

PROVIDE CAPPED PIPE IN PIT
—FOR FLUSH OF WET PIPE LINE

~— PROVIDE SUBMERSIBLE
PUMP EQUAL TO “GRUNFOS
MODEL SQE 3-58" (REFER

 

 

 

 
 
  
 
 
 
 
 

 

  
 
 
 
   
  
  
 

“FIX 1 x 200mm x 100mm HOG =
RHS CONOUIT ACROSS COUNCIL Ip : - Oo ~
STRIP AND ADAPT END TO EXISTIN) NX CONNECT TO EXISTING ~——
KERS PROFILE AND MAKE GOD | HCB oT “|
0825.90 i
+ 01.06

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRAPPED

OUTLET —
ar

+4870 (APPROX

 
 
 
 

 
  
 
 

=

 

 
  

eee

—_ —

 

48.70 (APPROX)

 

 

50.350

  

+ 30.400

_-—~ CAST PIPEWORK IN
a FLOOR/ BEAM
(TYPICAL WHERE
HATCHED)

 
  

+ 4990 (TOP OF SLAB)
+ 50.300
LAY PIPEWORK

WHH SOI \

  

 

 

 

 

SS \ TRAPPED PROVIDE FLAP VALVE ~
a Q OUTLET 10 PIPE END
aan ae a

 

 

 

 

 

 

 

 

+ 50.400

 

 

 

 

 

 

  

 

 

 

   

 

 

 
 

 

 

1

(APPROX) FQ PIPE END _

 

RAINWATER TANK
: BELOW FLOOR
~ PROVIDE FLAP VALVE

    
       
    

(OP)

\8

 

   

——— 1a

PROVIDE 1$@ CAPPED -—> ~~

GATE VALVE AT HL IN

PUMP ROOM SELOW

FOR POOL AND WATER

FEATURE TOP UP

SUPPLY - —
(maT a - oop

in

 

le

1]

 

 

 

  

NOTE
HOT WATER

 
  

 

 

 

10 COLD

FIX SERVICE TO
UNGER FLOOR

 
   

 

 

 

 

 

“FIX SERVICE TO-—
UNDER FLOOR

 

| GROUND FLO
” - TT LT cee Toco:
be - ~~ pp " To ~
a FIX HC ON WALL
FIX 1 x 200mm x 100mm HDG hi ‘
RHS CONDUIT ACROSS COUNCIL | (PROVIDE SIGN OVER)
STRIP AND ADAPT END TO CXISTING ce aoe Ld
_ KERB PROFILE AND MAKE GOOD oe meme SSA be j
Le

RETICUALTION TO
FOLLOW ASIMILAR PATH

 

  

  
   
 

 

 
   
 

  

  

 

FIX SERVICE To
UNDER FLOOR

 

 
 
   
   
   
    
  
  
 
 
  
 

FIX HC ON WALL
(PROVIDE SIGN OVER)

Lt

 

 

FIX SERVICE
IN| WALL

 

  
 

 

 

 

 

 
 
 

FIX HC ON WALL
{PROVIDE SIGN OVER) \

  
  
   
   
     

 

7 RAINWATER :

 

TAN

 

 

 

 

 

 

 

Aer Rieter -
SERVICE WITH DUAL
CHECK

~ GROUND

 

FLOOR WATER SUPPLY

 
    

 

 

s-PROVIDE A J10LT ELECTRIC HEAT PUMP
TYPE HWU EQUAL TO RHEEM MODEL
551310 (INSTALL TO MANUFACTURERS
INSTRUCTIONS)

    
 
  

  

J

WALL
LEVEL
Ss

iS

 

 

LEGEND

HOUSE DRAINAGE
STORMWATER DRAINAGE
COLO WATER

VENT

RAINTANK WATER SUPPLY
SUBSOIL DRAINAGE
RISING MAIN

EXISTING WATER

EXISTING SEWER

EXISTING STORMWATER
STOP TAP

GATE VALVE

CHECK VALVE

METER

ELEVATED PIPEWORK DROPPER
STACK

COLD WATER RISER
RAINTANK WATER RISER
RAINTANK WATEK DROPPER

DOWNPIPE

PUMP

EXPANSION JOINT
PROPOSED LEVEL
EXISTING LEVEL
FLOOK WASTE GULLY

450 x 450 C/PIT WH a 515 x 515 HOG
SUMP GRATE & FRAME EQUAL TO WEBFORGE

MODEL SSG 44H.

250_WIDE TRENCH DRAIN WITH A 310 WIDE

GRATE AND FRAME EQUAL TO
WEBFORGE MODEL GTG 25H

FLOOR DRAINAGE UNIT EQUAL TO

S
penne OUTSIDE SHR

TG
TR
UNO
WC

BELOW FLOOR

 

 

— SW + Sw -

 

+ 315 2

id

FLAT UO HOUDINI

SPS R2OGNC VERTICAL DRAIN @
| WITH A NICKEL BRONZE GRATE & 100 @
OQUILET (UNO)
~~ PLANTER BOX OUTLET EQual TO SPS Cid0ARP
,fLOOR ORAIN BODY WITH PVC ADAPTOR
Ae PURPOSE -MADE 1008 SLOTTED RISER
© & INSPECTION GRATE TO SURFACE.
300x300 STORMWATER PIT WITH A LD
GALVANISED STEEL GRATE EQUAL TO TELLAM 3)
P/N 14400. PROVIDE STANDARD SPS TIC 100C
BODY & MEMBRANF CLAMP RING IN. SLAB
AAV AIR ADMITTANCE VALVE
ap ACCESS PANEL
--|PENETRATE OUTSIDE 8TH BATH
WALL BELOW FLOOR
1 EVE! 8 BASIN
cwm CLOTHES WASHING MACHINE
DWM DISH WASHING MACHINE
fs EXPANSION JOINT
EPD ELEVATED PiPEWORK DROPPER
FEL FINISHED FLOOR LEVEL
FWG FLOOR WASTE GULLY
HC HOSE COCK
HCB HOUSE CONNECTION BRANCH
HOG HOT DIPPED GALVANIZED
HWU HOT WATER UNIF
I INVERT LEVEL
10 INSPECTION. OPENING
10s INSPECTION OPENING TO SURFACE
ORG OVERFLOW RELIEF GULLY
RHS RECTANGULAR HOLLOW SECTION
RL REDUCED LEVEL
RWH RAINWATER HEAD

SINK

SHOWER

FEST GATE

TROUGH

UNLESS NOTED OTHERWISE
WATER CLOSET

GENERAL NOTES

1) OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION
AND Pay ALL FEES QUE

2)ALL WORK SHALL COMPLY WITH THE REGUIRFMENTS OF THE LOCAL AUTHORITY
HAVING JURISDICTION AND WITH THE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN
STANDARDS.

3} CONFIRM INVERT LEVELS AND LOCATIONS OF ALL EXISTING SERVICES PRIOR TO THE
INSTALLATION OF ANY ASSOCIATED SERVICES.

4) THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED
PLUMBING AND DRAINAGE INSTALLATION. USE DIMENSIONED ARCHITECTURAL
DRAWINGS FOR SET OUT OF PENETRATIONS RELATING 70 PLUMBING FIXTURES.
iT 1S THE RESPONSIBILITY OF THE INSTALLER TO CO-—ORDINATE THE ON-SITE
INSTALLATION WIiH OTHER SERVICES INSTALLATIONS AND STRUCTURE
DO NOT SCALE THESE DRAWINGS

5) THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE
RESPONSIBLE FOR THE COST OF RECTIFICATION OF ANY DAMAGE WHICH MAY
OCCUR. THE LOCATION OF EXISTING SERVICES SHOWN ON THIS DRAWING |S.
REPRODUCED FROM LOCAL AUTHORITY RECORDS ETC. FOR WHICH NO OPINION
iS EXPRESSED AS TO THE ACCURACY OF SAME

6) ‘AS CONSTRUCTED’ ORAWINGS— WHERE REQUIRED BY THE LOCAL AUTHORITY- ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL
CHANGES TO ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF
“AS--CONSTRUCTED’ DRAWINGS.

7)AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE
AND SHALL BE DEEMED TO GE FULLY AWARE OF SITE CONDITIONS
ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF SITE
CONDITIONS SHALL NOT BE ACCEPTED

8) WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED,
OTHER MANUFACTURERS PRODUCTS MAY BE SUBSTITUTED.
SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE ANDO LONGETIVITY
CRITERIA EQUAL TO OR GREATER THAN THE SPECIFIED PRODUCT
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED.

9) ARRANGE WITH LOCAL AUTHORITY FOR A 209 WATER CONNECTION,
AND PAY ALL FEES QUE

70) USE EXISTING HOUSE DRAIN CONNECTION, PAY ANY AND ALL FEES DUE.

SANITARY PLUMBING & DRAINAGE

1) ALL SANITARY DRAINAGE SHALL BE 100 DIA AT 1.65% FALL U.N.O.
2) MINIMUM SIZE OF ACCESS PANELS SHALL BE 600mm X 300mm.

3) ANY FLOOR WASTE GULLY WHICH RECEIVES DISCHARGE FROM & LAUNURY
TROUGH SHALL BE FITTED WITH AN ANTE-FOAMING GRATE SYSTEM.

MATERIALS:
HOUSE DRAINAGE PYC CLASS DW
SOIL, WASTE AND VENT PIPE = PVC CLASS DW

STORMWATER & DOWNPIPES

1) ALL STORMWATER DRAINAGE SHALL BE 100 DIA. AP 1% FALL U.N.O.

2) DOWNPIPE SIZES STATED ARE MINIMUM REQUIRED CROSS-SECTIONAL
AREAS

MATERIALS:
DOWNPIPES

STORMWATER ( UP TO 225 DIA}
PYC CLASS DW

WATER SUPPLY PVC CLASS SW HEAVY UNO
1) CW & HW TO INDIMOUAL POINTS IS [email protected]

2) HW IS 15® THROUGHOUT U.N.O
3) CW TO MORE THAN + POINT SHALL BE 20% OR GREATER

4) EXTERNAL HOSE COCKS SHALL BE SUPPUED WITH 20¢ (MIN)
FEED ANO BE FITTED WITH INDIVIDUAL STOP TAPS.

5) SIZING (EG 200) REFERS TO TYPE 8 COPPER TUBE. REFER
AS 3500.1.2 TABLE 1.1 FOR EQUIVALENT PIPE SiZE IN OTHER
APPROVED MATERIALS.

6) §N NO CASE SHALL A 15® COLD BRANCH EXCEFD 3m IN LENGTH
7) POSITION SERVICES IN CEILING SPACES AND WALL FRAMING U.N oO.

8) JOINTS IN PRESSURED WATER SERVICE PIPES UNDER FLOOR SLABS ARE NOT
PERMITIED

9) ALL IN—GROUND VALVES SHALL BE ENCLOSED IN APPROVED PATH BOXES

10) FLOW RESTRICTION DEVICES SHALL BE FITTED WHERE TAP FLOW RATES
ARE NOT SELF -LIMITING. DEVICES SHALL HAVE A MAXIMUM OF 4 LARGE
WATERWAY PORTS TO REDUCE BLOCKAGES. (CONSERV OR SIMILAR)

THEY SHALL BE USED TO RESTRICT FLOWS TO BASINS, SINKS, SHOWERS
é& TUBS TO A MAXIMUM FLOW OF 9L/S

11) HOT WATER PIPE INSULATION SHALL FULLY COMPLY WITH aS3500.4:2003
SECTION 8. MINIMUM R VALUE OF 0.3.

12) TAP OUTLET POINTS SHOWN ON PLAN ARE INDICATIVE ONLY. REFER TO
ARCHITECTURAL AND/OR END CLIENT SPECIFICATIONS FOR PRECISE OUTLET
LOCATIONS,

13) SNSTALL COLD WATER CONTROLS AND PIPING ON THE INLET SIDE
OF A HWU TO COMPLY WITH AS 3500.4 AND IN ACCORDANCE
WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY

RETICULATE HOT WATER TO ALL FIXTURES EXCEPT HOSE COCKS,
DISHWASHERS AND WATER CLOSETS

PROVIDE A TEMPERING VALVE TO HWU EQUAL
TO RMC HEATGUARD 20.

PROVIDE 65° HOT WATER TO KITCHEN SINK, LAUNDRY TUB &
WASHING MACHINE ONLY. SUPPLY ALL OTHER HOT WATER OUTLETS
WITH HOT WATER NOT EXCEEDING 50°

PROVIDE A 500kPa PRESSURE LIMMING VALVE
IMMEDIATELY DOWNSTREAM OF THE METER

MATERIALS:

ACRONITRILE BUTADIENE STYRENE, TYPE 8 COPPER, COPPER ALLOY
STAINLESS STLEL, POLYBUTYLENE. POLYETHYLENE, CROSS-LINKED
POLYETHYLENE. HIGH DENSITY POLYETHYLENE

WITH LIMITATIONS AS STATED IN AS 3500

ALL HOT AND COLD WATER SERVICES LOCATED WITHIN & CONCRETE SUAS SHALL BE
ENCASED IN CONDUIT FOR THE FULL DISTANCE INCLUDING ENTRIES & EXITS
FROM THE SLAB FACE/ FORMWORK. ACRONITRILE BUTADIENE STYRENE

SHALL NOT BE LOCATED IN CONCRETE SLABS/WALLS.

 

 

 

 

 

-
i ~ ~ a)
Ee

 

 

 

 

 

 

 

/

8 la/rjoot APPROVAL 7 E mB
A_h7/ts/oal TENDER RS __
[Pe ha/11/08 PRELIMINARY T Randall Spice t-

ISSUE, DATE REVISION ~~ t DESIGNED :

 

 

’ SPICE CONSULTING
CONSTRUCTION HYDRAULICS CONSULTANTS

yi Ll. PO BOX 1408 BUDERIM Q 4556 bw
Jd J Telephone 07 5445 3888 ow,
QBSA Facsimile 07 5445 3824 Ow |
¢ 1124616 Email ~ [email protected] AHSCA

 

[cueENT

M&S KAHLER

 

[associate CONSULTANT MRA DESIGN

 

 

DRAWING ;
BASEMENT & GROUND FLOOR
ALL SERVICES
COVER SHEET

 
  

 
   

SCALE:

|
Al- <>

4:1001 GA
A3— 1.200 2586

 

 

 

PROJECT

 

PROPOSED RESIDENCE
6 ALLAMBI RISE
LITTLE COVE

 

STATUS ISSUE
APPROVAL

   

 

 

 

Page 30

(DP \ INWALL
2/7

4

RISE 50@ VENT IN
WALL AND TERMINATE
ABOVE ROOF ..

 

 

 

 

 

AAT

| ——"
vO COP\inwai, |
(OP i
27 500 PIPE FIXED WITH
. SLAB FLOOR -
C

 

  
   
   

   

 

 
   

WATER THCHT
INSPECTION HAICH
ABOVE WATER SPILL
LEVEL

 
 
 
  
  

20¢ BYPASS VALVE
LABELED NORMALLY
CLOSED

TO IRRIGATION,
f WASHOCWN & WC’S
i

 
 
 
 

1500

/ ~- REOQUCED PRESSURE OUTLET

ZONE DEVICE

     
 
 

 

 

Lo FLOAT SWITCH

 

 

 

 

 

TANK PUMP

PUMP SHa@Li. BE CAPABLE OF DELIVERING 0.8
L/S VS SOM HEAD EQuaL TO GRUNDFOS
SQE—3--55 THE PUMP SHALL BE
AUTOMATICALLY CONTROLLED FROM THE
CONTROL PANEL

CONTROL PANEL

THE CONTROL PANEL SHALL BE FITTED WITH
MANUAL, OFF AND AUTO SWITCHES, RUN AND
FAULT LIGHTS AND BE CONNECTED 10 AN
AUDIBLE ALARM AND VISUAL ALARM MOUNTED. IN
CLOSE PROXIMITY TO THE PANEL

CONTRACTOR TO ALLOW ALL COSTS FOR THE
INSTALLATION OF THE CONTROL PANEL AND ANY
ASSOCIATED WIRING BETWEEN THE CONTROL
PANEL AND THE PUMPS

WIRING INSTRUCTIONS

THE FLOAT SWITCH SHALL GE WIRED SO THAT AT
LOW WATER LEVEL THE POWER SUPPLY 10 THE
PUMP SHALL BE ISOLATED (VIA THE RELAY) AND
AT THE SAME TIME THE SWITCH WiLL ACTIVATE
THE SOLENOID TO ALLOW MAINS PRESSURE
WAIER TO SUPPLY THE SYSTEM. AS THE TANK
RE-FILES WITH RAINWATER THE FLOAT SWITCH
WILL SIGNAL AND THE SYSTEM SHALL REVERI TO

NORMAL (SOLENOID OFF & PUMP ON)

7 BUILDER TO PROVIDE BULKHEAD

 

 

 

 

 

 

eT ABOVE BEDROOM BELOW TO
— ACCOMODATE PIPE WORK

{

 

op PX
j20e! (/
a a 3
~ t ons tb
SOLENOID — / / \ ~
(NORMALLY OPEN)
wounoo ywmanar // lar amaae RAINWATER TANK DETAIL
CLOStD) , TANK
PRESSURE -/
SENSOR

VARIABLE SPELD DRIVE
SUBMERSIBLE PUMP LAID
HORIZONTALLY IN| SLEEVE

 

 

 

So

 

  
 
 

 

 

 

 

 

RISE 50 VENT IN |
WALL AND TERMINAT
(~ABOVE ROOF
/

 

 

 

 

 

 

 

[

aos

 

 

 

— (DP NINWALL
97

   
    

 

 

 

 

 

 

\ PDP INWALL

se

UPPER FLOOR SANITARY & STORMWATER

 

 

 

   

 

 

FIX SERVICE WITHIN
SLAB FLOOR \

S DWM

. nr
FIX SERVICE WITHIN UX 208 (WR
Stag FLOOR

 

 

 

 

  
  
 
  
  
 

A

 

NOTE

HOT WATER
RETICUALTION TO
FOLLOW ASIMILAR PATH!
TO COLD

 
  
  
 

 

 

 

  
 

 

 

L

CONCRETE SURROUND

  

y —- DISCHARGE WASTE
INTO BRANCH.

CHAMFER PIPE TO
PROVIDE AIR GAP

LOOSE DISCONNECTOR

GULLY. GRATE oN

FE

     
 
 
   
    
 

 

 

PUMPED DISCHARGE FROM
SWIMMING POOL / SPA

TYPICAL CONNECTION
FROM SWIMMING POOLS

OVERFLOW DUCT ‘ 80x cone.
OF CHANNEL L /

t

[

 

C

 

“t

 

OF PUMPED WASTE DISCHARGE

 

    

 

 

 

 

UPPER FLOOR WATER SUPPLY

HOT WATER TO LAUNDRY AND KITCHEN
ONLY —- .

ECTRIC =
TEMPERING VALVE EQUAL TO —- aw” HEATPUMP
REUANCT. HEATGUARD 20

   
 

 

TEMPERED WATER (80°C) ——-
TQ OUTLETS IN ACCORDANCE WITH
AS 3500.4

T&PR VALVE

ISOLATING VALVE. — —”

NON-RETURN VALVE -—— L/L

PRE~CAST CONCRETE SUPPORT —__
SLAB -—— —--_ .—-—"~

PROVIDE TEMPERATURE / PRESSURE RELIRF ---—- —~~~
VALVE DRAIN LINE & DISCHARGE IN ACCORDANCE

WITH AS5500.4
EWU INSTALLATION

SUMP/SIDE OVERFLOW & BOX GUTTER DIMENSIONS

 

 

 

 

 

 

Mn LENGTH ouue - ) PIPE _ wh doc OC toe dp why bs- ° Foc toc +doct+ 30
+ 2 Omin -
pere lala lc p |e cla
bel 4 = 3 AND 4 | 101 6s [200 22 1100 300| 45} 15 [ia7
— —~ 1 ~~ I A ak 4
NOTE: MINIMUM GRADIENT OF BOX GUTIER 1:200
SIDE VIEW SECTION

NES NTS

 

100 DIA BOLTED BRASS PAVERS )
| TRAP SCREW L LD in | N K
fp ~*~; ays _—_———..
b-— ae o_o “FALL som sano ust ms.
ae we A T87—~ ~ Ri BEDDING a
aT ~ ae -
DIA AS SHOWN ON OWCS se Reap coe te SOR TSMee
(ADAPT TO 100 DIA IF__
REQUIRED) °
ns - 100MM MIN 15Mpa 2
4 5 -—— =
2 DEt _* CONCRETE

   
 
 
 
 
  

FLOOR SLAB

TYPICAL

LAYFLAT BLUE
HOSE ——

100 RAD

a

STORMWATER PUMPWELL

NTS

 

 

 

 

 

TR SC Rr
200MM MIN 15Mpo NOTE
CONCRETE FIX SIGN TO STRUCTURAL MEMBER
WITH CORROSION RESISTANT
100MM MIN 15Mpo . FASTENERS 15
CONCRETE wo a
IN GRASSED OR >

LANDSCAPED AREA

    
   

100MM MIN 15Mpo
CONCRETE) ~~ ———»\

IN PAVED AREA

IN CONCRETED AREA
iO’S
NTS

695 X_695 HDG GRATE EQUAL
fo TO WEBFORCE GSG 66H

fog

TO SURFACE

STORMWATER PUMPS

THE DUAL STORMWATER PUMPS SHAL! EACH BE CAPABLE
OF DELIVERING L/S @ 6 METRES HEAD EQUAL TO DAVEY
MODEL DCS40 (0.4kw) SUBMERSIBLE MOTOR PUMP
a ~ THE PUMPS SHALL BE AUTOMATICALLY
«
Aone Oe SHASS 12 PMC CONTROLLED FROM THE CONTROL PANEL AND BE
CLEAR OF PUMP WELL AUTOMATICALLY ALTERNATING. BOTH PUMPS TO RUN
AT HIGH LEVEL. (REFER DETAIL)

CONTROL PANEL

CHAINS THE CONTROL PANEL SHALL BE FITTED WITH MANUAL,

OFF AND AUTO SWATCHES, RUN AND FAULT LIGHTS

AND BE CONNECTED TO AN AUDIBLE AND VISUAL ALARM

+. 32 AND 50 . MOUNTED IN CLOSE PROXIMITY TO THE PANEL

CLASS 18 Pvc CONTRACTOR TO ALLOW ALL COSTS FOR THE INSTALLATION
OF THE CONTROL PANEL AND ANY ASSOCIATED WIRING
STANDARD HUMES 1500@ BETWEEN THE CONTROL PANEL AND THE PUMPS.
J+— CLASS 4 PIPE
(CUT LENGTH TO SUIT}

100.00

 

 

 

-.— LIFTING

 

100@ SLOTTED
INSPECTION PIPE

 

_ CONTROL SWITCH SETTINGS
SWITCH NO TION
Se @SSuMe0) a7 20
INLET HL |

 

   

   

1500 =
4600 — ~~

 

 

ACTIVATE ALARMS

OVERRIDE ALTERNATOR

 

 

 

_ 4 __| Pumps cut our
BOTTOM OF WELL

 

 

 

 

   
 

 

 

 

   

4

 

Smm x 40mm SLOTS
@ 43mm CENTRES

10mm x 40mm SLOTS
G@ 43mm CENTRES

 

 

DO NOT

 

HOSE TAP FIXTURE SIGN

NTS

NTS

  

RAINHEAD & BOX GUTTER DIMENSIONS

TYPICAL PLANTER DRAINACE DETAIL

PUSH-IN DRAINAGE/INSPECTION GRATE
<~ an monn GEOFABRIC (BY OTHERS)
/ FLEXIBLE SEALANT

 
 
 
  
 
  
  
 
  
 

100mm
MAX

77> SOIL AS SPECHIED BY LANDSCAPE ARCHITECT (BY OTHERS)

_7-— WATERPROOF MEMBRANE (BY OTHERS)

_7— DRAINAGE CELL (BY OTHERS)

PLANTER DRAINAGE UNIT

FIX IRU'S IN

FLEXIBLE PVC EQUAL TO
HFT ELECTRICAL CORRUGAIED
CONDUIT

 

— 1000 uPvE

 
 

~——S1OP COCK & SOLENOID
(SOLENOID SUPPUED BY
LANDSCAPE CONTRACTOR &
INSTALLED BY PLUMBER)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ee enn ap —1
wep .- -he - foe
a aah ede ~ tae. — —~. ee oe +. - {
A h/iijoal TENDER RS
P 4/11/08 PRELIMINARY Randall Spice _
pssuel bare | REVISION 1 DESICNED.
7 8

SPICE CONSULTING
CONSTRUCTION HYDRAULICS CONSULTANTS

‘

 

 

 

D PIPE

€, 7

Jats
& 8 300100

fclole]= |
100 | 150 75 [100]
vw 4

 

 

 

 

 

NOTE: MINIMUM GRADIENT OF BOX GUITER 1:700

 

 

 

 

~s rk PO BOX 1406 BUDERIM Q 4556 bh
ze Telephone 07 5445 3888 oe
I CBSA Facsimile 07 5445 3824 |
6 1124616 Email - [email protected] AHSCA
cue M&S KAHLER L.
ASSOCIATED CONSULTANT MRA DESIGN ~
UPPER FLOOR = ! YNI
ALL SERVICES SEALE or
DETAILS Ai— 1: 100 TU -
fas- 1:200] 24)
PROJECT STATUS. HSSUE
PROPOSED RESIDENCE _APPROVAL L
6 ALLAMBI RISE PAC._No A
LITTLE COVE e802 |
mm D or 2

 

 

41 ao

Page 31

®

 

 

 

 

 

mra

 

[ GENERAL NOTES / /

ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF /
AUSTRALIA

~. / iM RA De Sign GomasyPlLt0) absate no 11351
THE QUEENSLAND BUILDING ACT AND 10 THE REQUIKEMENTS OF ms / Stor ter .

1/33 Premier Circuit
i‘Kawana Junction
(Queensland 4575

{

Mt
LOCAL AUTHORITY s,

% utlefFors, 8 m Lots
SEWERAGE AND | LOOR WASTES TO DISPOSAL SYSTEM Sf ‘ Driveway Grate™~ ba = 90°00'CG" hae
AS APPROVED BY THE LOCAL AUTHORITY, ANG IN ACCORDANCE ~y ms Le ee 40.891 2,000 OMP BRE
WITH THE SEWERAGE AND WATER SUPPLY ACI : / Ora Sa : ' <> Fence 0.40 West
CONNECT DOWNPIPES TO STREET VIA TUUMM PVE PIPL OR AS fe ee. Peg EG STi gp pe > - ~ : —- = -- — c- se - — = - & - Se SR ve rence v. est
Lp ft Ce ! 4

paterA |~@ oS ou Peg Pid

im

REGUIRE D BY THE LOCAL AUTHORITY
- | I
Vandsfsping a — va eee . Highest Point RL oS LT
Mat ake ssa Sey eee =e 7857 Above NGL
= . wee Hoe 2 4 = ae 0 oe poe Ne : -

ENGURE THE GROUND LEVEL FALLS MIN 1 20 900mm AWAY FROM
Paya NS ; Cag Pe

 
    
    

 

IP/i G7 5493 5908
Fil Of 5493 6971
{Edi [email protected]
IAMFNOMENT SCHFOULE

AMD | DETAUS | pare

| 2¢-08.08
|
| QsnsineLouts, aed undagundion
‘ Bataan L 2010-08
Remove connertonbasemert & Aros! yy 4
& + fanemdbatualey Mmnonneeusonte | 218
Geiyssd porasyeren das OB omanade | 445 9 1.99

 
 
 
 
 

THE BUILDING LINE
PROVIDE AND MAINTAIN t ROSION ANU SEDIMEN1 CONTROL
STRUCTURE S TO PERIME TER OF WORK AREA,

DO NOT SCALE FROM DRAWING THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS SETBACKS, AND LEVELS OF
SERVICES ON SITE, BEFORE COMMENCING WORK CONTRACTOR i5,
RESPONSIBLE FOR MAINTAINING STABILITY OF THE STRUCTURE
UNTIL COMPLETION ANS SHALL ENSURE THAT NO PART OF 1 HE
STRUCTURE 1S OVLRSTRESSED BY CONSTRUCTION LOADING

TERMITE PROTECTION TBM

LICENCED CONTRACTOR TO PROVIDE TERMITE BARRIER TO
PERIMETER OF SUAB AND ALL PLINE TRATIONS IN ACCORDANCE -
WITHA S 3660 1, PART 313. OF THE BCA AND RELEVANT R/S in Kerb
AMENDMENTS

eAlTACHMEONTS TO BUH_DING SUCH AS DOWN PIPES MUST HAVE A Ty

NOMINAL GAP TO ALLOW CLEAR ANO. UNINTERUPPIED VisuaAL RL 48 . 676 An D
INSPECTION ACCROSS THE INSPECTION ZONE

*STRUCTURES SUCH AS STEPS, VERANDAHS, PORCHES, ACCESS
RAMPS, CARPORTS, RELLISES, DECKS, HOT WATER SYSTE MS, AIR
CONDITIONERS OR THE LIKE: WHICH ARt NOT PRIVIDED WITH ONE
OF THE BARRIER SYSTEMS DE SCRIBED IN [HIS PART, MUST BE.
SEPARATED FROM THE BUILDING BY AGAP OF NOT LESS THAN,
25mm, TO ALLOW CLEAR AND UNINT ERUPPTED VISUAL INSPECTION
ACCROSS THE INSPECTION ZONE.

*WHERE Al TACHMENTS OR STRUCIURES AS OUTLINED ABOVE
ABUT 4 BUILDING AND 1 HERE IS NO CL AR GAP A BARRIER MUS]
BE PROVIDED TO HE ATTACHME NT, RE GAROLESS OF THE SWE OF
THE ATTACHMENT

eHARKIERS MUST NOT BE BRIDGED BY STRUCTURES, FITTINGS OR
OTHER ATTACHED TO THE MAIN BUI. DING, NOR SHALL THEY BE
BREACHED BY THE INSTALL AFION OF SERVICE ENTRY POINT,
DOWN PIPES ADDITIONAL SLABS AND Pal HS, LANDSCAPING,
GARDENS OR SIMILAR UNLESS: ADDITIONAL BARRIFHS ARE USEL
FO ELIMINA!F CONCEALED ACCESS BY TERM TES TO THE
STRUCTURE

CORROSION PROTECTION

ALL METAL USED IN STRUCTURAL TIMBER CONNECTIONS, SHALL BE
PROVIDED WITH CORROSION PROTEC TION APPROPRIATE FOR THE
PARTICULAR CONDITIONS OF USE WHERE CORROSION
PROTECTION OF STEEL 4S RE GUIRED IT SHALL BE: IN ACCORDANCE
WITH ASINZS 4/91, AS 1397 and AS 1244 THE LEVEL OF
CORROSION PHOTE CHON PROVIDED SHALL TAKE INFO
CONSIDERALION WEATHER € XPOSURE, TIMBER TREATMENT,
MOISTURE AND PRESENCE OF SALT THESE SHALL SAIISEY THE
REQUIRE MENTS OF THE RELEVANT AUTHORITY WHERE OTHER
TYPES OF CORROSION PROTECTION ARE PROVIDED,

ENERGY EFFICIENCY
THESE PLANS ARE SUBJECT TO BE KS. ASSESSMENT
INSULATION NOTE S

PROVIDE KZ 5 [OCEILING
- PROVIDE MIN R15 TO EXTERNAL WALLS

40% OF FLOOR AREA TO HAVE APPROVED ENERGY E EFFICIENT
LIGHTING
AWALER HEATER £O BE AN APPROVED F NERGY EFFICIENI
GAS SObAR, OR HEAT PUMP INSTALLED BY LISCENCED
TRADESPERSON

STANDARDS REFERENCE

DESIGN SHALL COMPLY TO ALL RELEVANT AUS] RALIAN STANDARUS
& GENERAL BUILDING PRACTICE KEFRENCES SOME USTED BELOW
BUILDING CODE OF AUSTRALIA 2006

AS16842 1999 RESIDENTIAL TIMBER RAMED CONSTRUCTION
AS3600 - CONCRETE SIRUCIURES

AS4100 STEEL STRUCTURES,

AS3700 - MASONRY STRUCTURES

 
    
   
 

 

   

     

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Finshed Pad | Wortung Oramngs

rar
F Level 50.300

“FFL 50,350 =f Roof Sheeting Fixed - |

ee TOT cb ERwinwalt Profile). P

ts N bre $5,890 Top Of Bund Sane Nae rte)
Suspended Concrete S DS ie Te EQ pS lane
Ta Eng. Specs. seen p00 H.-S. .

OPK al

See Se ~*~ i
rau“_t(
uspended Concrete Sab

ToEng. Specs. $57,000 Ri stab
Suspended Concrete Sab — — ee LF Ld

To Eng. Specs. $56.40 RL Stab p . d
ropose
1 y Residence

FALL
FFL 50.400
Ground Floor

 

    

     

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, Edge of Conc Driveway

Pe I Wire Fence” | GiNail plc
. 2. _ 14,056 Set Out Bianksia

N om fall . =
~ Cnr Wall in top fence post
AS3500 WATER SUPPLY

ee - Te | 4 | 7
0.204H Block Wall 3.4 hign S  @.017m : 40
ASIH00 WATE SUPA Block Wall 0.60 high ciear of | soraare
AS3060 CONTE BROLECTION boundary RP52918

AS374U - WAELRPROOFING OF WLT AREAS KESIDENTIAL ~

CONSULTANTS.

Ri FE CONSULTING ENGINEERS SPECICATION FOR

# SOIL TES1 1 SITE CLASSIFICATION - .
51 AB AND FOOTING DESICN Site Plan 1:100
@ STRUCTURAL DESIGN & CERTIFICATION - - - - - - -

+ POOL DESIGN

REHLR TRUSS MANUFAC FURERS SPEQIFICATION? OR-

# TIMBER TRUSSES AND ROOF FRAMING

FER ROOF MANUFACTURERS SPECIFICATION FOR

* SHLET RUOE FIXING AND ACCESSORIES

REFER CONCRETE TANK CONTRACTORS SPECIFICATION FOR.

# STRUCTURAL DESIGN OF UNDE RGROUND CONCRETE TANK

oo to TI

90°00'00"

 
 

 

 

 

WATER TANK

QDC PART 25 - GF 1 HE QUEENSLAND

DEVELOPMENT CODE SETS OUT THE REQUIREMENTS.
FOR RAINWATER TANKS INCLUDING -

MINIMUM CAPACITY 5,000 Itres

CONNECTED TO ALL WO'S,

WASHINE MACHINE COLD IAPS

&TOEXTERNAL LAPS.

1S UILRE FIRST € LUSH DIVER TER

TOP UP SYSTEM FROM TOWN WAIER.

OVERFLOW TO STORMWATER SYSTEM

RAINHEAD TO SHED LEAVES - MESH SIZE 4-6rm
MOSQUITO PROOF SCREENS MAX tmm METAL MESH:
BACKFLOW PREVENTION Dt VICE

CATCHMENT ARE A HALF OF ROOF OR 1900mSQ

 

 

 

 

 

 

AREA SCHEDULE

BASEMENT

INTERNAL HLOOR AREA 3 Plone
GROUND FLOOR

INTERNAL FLOOR AREA ~ 26 01me
OUTDOOR TIVING (covered) WU Oten?
PORUH 56am?
UPPER FLOOR anewuone vow
INTERNAL FLOOR ARE A, 270 S4en?
BALCONY 0 Oem?

    

 

  

 

 

 
 
  

 

         

 

 

 

 

 

 

 

 

 

 

 

 

 

 

aa TOTAL (UPPER, LOWERS BASEMENT)
as I 967 58m’
as ; ny | - Pp
Ty
HR ;
d i | ne ee
4 0 1 2 3 4 5

Consultants

(ceotechnical Cotfey Geotechnics 44 apaynz

Lagmeenng Linpire Lagineening 94. s4643¢
Hycraulic Spice Consulling 94 453808

Surveyor on Colston sania
Buiider
Clasique Homes
Chent

(M&S Kahler

t

1 Project Description
Proposed Residence

~ Site Address
SA i Lot 2 No 6
Allambi Rise
-Little Cove-
SS | These Clawangs remain copyiight of MRA Design, and
> | may not be used m part oF ut whole without wotten

‘consent by the author

PERSPECTIVE VIEWS NOT FOR CONSTRUCTION PURPOSES

Scale:
. {
Work
staius "8 | bate -26/02/2009
Drawings BA i
Drawn CH | Checked By. MR
| Project No Drawing No
: Job No 4of9
2008/050 -C

 

| Plot Date 6 ROMADG

 

 

 

 

Page 32

 

 

GENERAL FINISHES SCHEDULE

 

 

 

 

CEILINGS
13th GYPROCK FIXED TO PINE BATTEN IN
ANY MANU SPECS
SQ SET SHADOW LINE CORNICE THROUGHOUT
WALLS, 1Omm GYPROCK UNO FIXED IN AW MANUE
SPECS
SKIRTING.
SHALOW LINE TYPE SRIRTING FLUSH WITH
GYPROCK
SOFFITS HARDIFLEX VILLABOARD SIT IN AAW MANUE
SPLES
(NO QOINING STRIPS 10 BE USED)
SHADOW LINE, AS Uk TAILED
INT DOORS 2400 rAGH UNGMUME “READY COAT” WITH
| GLOSS FAINT PUNISH
tors :
WINDOWS ALL WANDOUWS UD HAVE, ANODOWED FRAMES U NO
PILKING ION "EVER GREEN" GLASS 10 BE
INSTALLED IN AWAS 1288
FLOORS THE D FINISH WHERE NOTED TO CLIENTS SPECS
CARPE AS NOLEU ON PLAN TO CLIENTS SPECS
ENTRY
STEPS TO BL HONED (SURFACE AND EDGES) & SEALED
WITH AN APPROVED NON SLIP SLALLE
GRATE
DRAINS
IWTERIOR
STORMTECH StIMLINE STAINLESS STEEL
INSTALLED IN ALL SHOWLRS
ROBE
DOORS 2400 HIGH ANODIZED ALUMINIUM FRAMES WITH
TRANSLUCENT GLASS INSERTS
UFT - SCHINDLER S300 1200X2700 CAR 2900 HEADROOM
HONED
CONCRETE
FLOORS/STEPS TO OUTDOOR LIVING AREAS WHERE NOTED
SEALED WITH AN APPROVED WATER BASED
SEALER TO ENGINEERES SPFCS.
FEATURE WALLS
HONED
MASONRY HANSON “VOLCANIC ASH” STACK BONDED &
REINFORCED TOENG SPECS SEAL WITH
AN APPROVED CLEAR WATER BASE D SEALER
OFF FORM
CONCRETE
WALLS SEAL WELEEAN APPROVED CLEAR WATE Fe
BASEL SEALER 2400X900 FORM PLY TO ti
USLD TO CREATE FEATURE DETAIL IN WALL
OF NOTE SAL UMINIUM FRAME SLIDING WINDOW
3D DENOTES ALUMINIUM FRAME SLIDING DOOR
be OL NOTES ALUMINIUM FRAME OOUBLE HUNG WINDOW
aN DENOTES ALUMINIUM FRAME AANING WINDOW
Cast CENOUES ALUMINUM FRAME D CASEMENT WANDOW
te UE NOTES ALUMINIUM FRAME FIXED GLASS WANDOW
Ww DENOTES ALUMINIUM FRAME GLASS INSERT LOUVRES,
My DENOTEDALUMINIUM HRAME Mi TAL INSERT LOUVRES
cy DENOIEDALUWNIUM FRAME CLUAR INSERT LOUVRES
BS DENOTES OBSOURE GLASS

TRAN OENOTES TRANSLUCENT GLASS

IMPORTANT CONFIRM ALL WANUOW SIZES ON SUE PRIOR TO ORDERING.

IMPORTANT ALL AMUMIBHUM FRAMES 10 BE CLEAR ANODIZED UNO:
IMPORTANT ALL GLASS TO BE PILIING [ON EVERGREEN UNO.

 

 

ALL JOINERY 2400 HIGH UNLESS OTHERWISE NOTED

mv - Mechanical Vent
3.0 - Square sel opening
Lo. - lift off hinges to all wc.
age - Smoke Alam Hard Wired
7 -Placement For Shower Mixer
fhcT - Placement For hosecuck

 

 

 
   
 

 

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monn moans -
Feneed Coocete Poot Wat —— ben 7
f !
H
|
H —_ Bike Storage if
Vii | ' j
Hoe. t | !
AStorage {1}, i '
rene aes Location Fs: Pact |
Pores EgupmetPumys | |
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'
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1 Possible Hydra l: i
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t Hi] { i 4 | I
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ewes — . : '
i
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|
| 1
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Oz Ramp [Sasha | i
Inixcame oN Rete / 1
Lab Dyeemigs $47,200
i
: tom Above t
: ! Fhe Abore {ot
é .
& cones ata “ ,
3} nants
5 Ramage FAs A33900
a Basement Plan
Cc ee ae - a eee — -- ne - eee wee ee _ _
Landscaped Buffer |
|
© 7900188 HoLOppec {ADE1SU Ho Dioped Landscaped Sutter |
Gaw UB Te Eng: Specs Gan UB To Lng Specs deur Ge cowre {|

   
  
 

 

   
  

 

 

  
 

  
   
 
    
  
  

   
    
   
 
 
   

 

 
  
  
 

      
     

   
 
 

    
 

         
 

| Panter Waler Prooted & Drained in AW |
Benen | 1 Hydraulic Consultant Uesign | |
i j= omc una nn - - I o4
: 8 Covered B&Q Area * paar Above oe |
$ 0200 bl aot IY r
VES iat
L.. ee,
Gale SET TE as ‘Al Turfed Gym gl |
Ho np Specs _ ae oh 4 Area eh ny x 14
ns. } ad ~~ panes Over” a: Water Prooted & Drained In ANY
, Re lg Hydraulic Consultant Design loi
3 Ee E $50,300 '
Lae 3 io
iB ne “e we '
Lo rats ave |
Pier War Protea & ie’ | {
~ pproved Manner : 004900 wl .
------4 sn tw ee Outdoor Neanted Gees 8 Pepe
Living g
Moneq Conceete ca

{s OP UF BAB |
[Sach Boise

  
  

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AE Dodd To Run Then tot @ 90,400 \s z
ph . et

Fa TOP OF SLAB

SLAB FL 90400

    
   
 

   

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Hot Dipped Gate CHS OP Meow! Hol Digped Gah CHS OP En
To Hydiaulicng Specs To Hydraule Eng Specs |

| a i mA Cebit
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zon ae ZOUH ZROT ay
Timtanean ota is rol’ fe fe ;

fein BCA Pat $9783)

 

 
 

Exe Ptace In Wat
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 y0x39 Gressed
3 rv tallens 2
§ 100mm Crs Over
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J (S TOP OF SLAB
RAB Ft 53 400

/ 953,400

 

 
 

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beg ony | ow | : | OMS Coreptp Wi arate '
a ae eet ENE ON RUT 9 2

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

— Fe

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= ato Deas HM @ MOTT > —
snnnennnogcagiiae guoueapouan7 |

    
   
  
  
  
  

 
 
  
  
    

 

 

— TT ROT Copied “ein “os

 

 

Upper Floor Ptan

 

 

 

 

 

1:100

1:100

1:100

 

 

 

(MRA Desig 1 GomiestayPl iT) aba no. 151%

W133 Premier Cirguil

Kawana Junction
Queensland 4575

|
‘Pil 07 5493 5908
Fe 107 8493 6971
jEus admin@mradesign. com.au

AME NOMENT SCHEDULE

law | | DETAILS DATE
| Working Drawings 27 08-08

i Desesb fel ats sitiiniegosion ;
| A tenualt - 27-1008
Rene coummfunbsonat &dhere Anmbses

| . | sameaciata Unmcomeoneanr ak 22.1208
. Canetti Wants | 5.

| c | Reine worDy
ty | RisstoPays? 4 SA a bony,

Wow x

i

1

i

|

|

1

r

ee
|
|
|

GENERAL

BI AG AND) FOOTINGS TO BE IN SIRICT
ACCORDANCE WITH ENGINE ERS
SPECIFICATION

DIMENSIONS TO BE CONF IRMELI ON SIE

PRIOR 10 CONSTRUCTION

SHOWLE & DOOR TRACK RECESSLS 1O OWNLRS:
SPECI CATIONS

$LAB FFL 250min > GROUND F St

GRADE EARTHWORKS AROUND SLAG 1 20 AWAY
FROM SLAB

CONE IRM WHE OWNER Ut TAB 1S REQUIRED
BEHIND FRIDGE

SLAB

SHOWER & BOOK TRACK RECESSES TO OWNERS
SPECIFICATIONS SLAB FFL 250min=GROUND FSi
GRADE EARTHWORKS AROUND SLAB 1 20 AWAY
FROM StAB CONFIRM WITH OWNER I LARS,
REQUIRE D BEHIND | RIDGE CONFIRM WITH

WWE RIE GAS 1S RE QUIRED

VANITY

VANITY BASIN PLUMBING SHALL BE CONCE AL ED
IN WALL > TO ALLOW F OR SUSPENDED WAIL
HUNG VANITY

LANDSCAPE

EINSURt APPROPRIALE 1 ANDSCAVE ACAINS i
HOUSE FOOTINGS SUGGI S1ION FOR DROUGT
TOLERANT SPECIES SUCH AS SUCCULENTS
HEAVY WATERING WILL COMPROMISE THE
FOOTINGS

TERMITE PROTECTION

LICENCED CONTRACTOR FO PROVICE
TERMITE BARRIER LO PERIME TER Ot

BIA AND ALL PENE TRAPIONS IN
ACCORDANCE WHI AS 3660 1, PART
343OF THE BCAAND RELEVAN |

AME NIOME NTS

PATTACHMENTS [0 BUILDING SUCH AS
DOWN CIPES MUST HAVE A NOMINAL GAP
10 ALLOW CLE AR AND UNINTE RURPILD
VISUAL INSPECTION ACCROSS FHE
INSPEC THON ZONE

#STRUCTIURE S SUCH AS STEPS,
VERANDAHS, PORCHES, ACCESS RAMPS,
CARPORTS, TRELLISES, GECKS, HOT
WATER SYSTEMS, AIR CONDITIONERS,
OR THE LIKE WHICH ARE NOT PROVIDED
WITH ONE OF THE BARRIER SYSTEMS:
DESCRIBED IN THIS PART MUST BE
SUPARATED FROM THE BUR DING BY A
GAP OF NOLLESS THAN 25mm, 10
ALLOW G1 FAR AND UNINTERUPPIE LD
VISUAL INSPt CHON ACCROSS THE

INSP CUION ZONE

eWHE RE ATTACHMENTS OF

BTRUCTURE S AS OUTLINED ABOVE ABUT
ABUI GING AND THERE 1S NOCLEAR
GAP, A BARRIER MUST BE PROVIDED TO
JHE ALI ACHMENT, REGARDLESS OF THE
SIZE OF THE ATTACHMENT

SBAKKIERS MUST NOT BE BRIDGE BY
STRUCTURES, FITTINGS OR OTHER
ALTACHED 1O7HE MAIN BUI DING, NOR
SHALL THEY BE BREACHED BY THE
INSTALLATION OF SERVICE ENTRY POINT,
DOWN PIPES ADUEIONAL SLABS AND.
PATHS, LANUSCAPING, GARDENS OR
SIMILAR UNLESS ADDITIONAL BARRIERS
ARE USED TO E.LIMINALE CONCEALED

  

AREA SCHEDULE ‘
BASEMENT i

INTERNAL Ft OOK AREA 380 Dame

GROUND FLOOR

INTERNAL FROOR AREA - bo
OUEDOOR LIVING (coveted) 30 Om?
PORCH Sotn?
UPPER FLOOR anctuume vow:
INTERNAL FLOOR AREA 260 sain?
BALOONY 33) 0am?

TOTAL (ureter, (WER & BASEMENT)
964 SB?

 

(a ee ee
/ 0 1 2 3 4 a
Consuitants !

Geotechnical Coffey Geolechics $4 464957
\ AGIEECING Empire Engmeenng — 4 776437
Hydiaulic Spice Consuing se assean |
purveyor Don Colston Sarita
Builder

i Clasique Homes
Client

‘M&S Kabler

Project Description
Proposed Residence
Site Address

| Lot 2 No 6

1 Allambi Rise
| -Little Cove-

| These diawings remain copyright of MRA Design, and
| inay not be used 1 pall oF Whole without written
consent by the author

| Sone

ans Own ga Dale 2602/2008
;Oraan CH Checked By. MR
‘Project No : Drawing No.

| Job No 20f9
‘20081050 -D

| Piot Date 2510212009

 

Page 33

 

 

 

 

 

 

 

 

         
  
 
 
 
   
    
   

    

 

  
 

 

 

 

  
   
  

 

 

 

  

   

    

 

 

       

    

 

    

 

  

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

   

 

 

 

    

 

GENERAL FINISHES SCHEDULE |
CEILINGS. [MRA Desig i PowedsyPiTUDjubiaix no 113515
13mm GYPROCK FIXE 0) TO PINE BATTENS In ; a op +
AAN MANUF SPECS [1/33 Premier Circutrt
SQ SET SHADOW LINE CORNICE THROUGHOUT iKawana Junction
WALLS. JOmm GYPROCK U.N © FIXED IN AW MANUF Queensland 4575
SECS £ _ - . 27,190 £
3 5 ! . : iP if Of 5493 5908
SKIRTING :
SHADOW LINE TYPE SRIRTING FLUSH WITH 4 ~ - ~ a oO — 19820 - 4s, 208 a If /f O07 5493 697
§ 3 ( 1190 : ' 5 69714
SYPRUCK L Ss
GYPRUC! A 7 1/,860 CE af iE/f admin@mradesign com au
SOFFITS HARDIELEX VILLABOARD SIT IN AAW MANUF : 18,830 L190 | .
SPECS x Sa Toes ~ ee a TO To A TT rere en IAMENDMENT SCHEDULE
(NO JOINING STRIPS TO BE USED) : t .
5 ° - i
SHADOW LINE AS DETAILED - | | I AMD | DETAILS | DATE
1 oie -
| | Workung Dran 2148-08
awe | | ng Drawings
INT DOORS 2400 HIGH U NO HUME “READY COAT” WILH yyy . a pee ee -\- x |
GLOSS PAINT FINISH OR OS —= oe = _ — I pre ob LA I Bane eb pun ats neyoniere 2f 08
| : a 1 | { tom i
tog : : : ! t pa
WINDOWS ALL WINDOWS TO HAVE ANODWEL FRAMES UNO i ' ! 3 i Pp yi | i b tawadtbetih tomer | 2212-08
PILKINGTON “EVER GREEN’ GLASS 10 BE = a : 1 i 8 1 ¢ Gaysbpnsua ay ats (stemoande #6 01-09
INS FALLE 0 IN AW AS 1288, 3 8 : i 2 I wy sebsdianal Gauge Masry tk
N “4 WoPays / 4.9AatedPadtes i 302
FLOORS TLE D FINISH WHERE NOTED TO Chit NIS SPECS ! ! il y 14 v Weta my 13.02.08
CARPET AS NOTED ON PLAN TO CHENTS SPECS . 2 { ~~ |
' : if i ! :
ENTRY * . I Bike Storage : it r |
STEPS 4O Bt HONE D (SURFACE AND f OGES) & SEALED * | - — —- | | | i j !
WIIH AN APPROVE D NON-SLIP SEALER | & eo | i { !
GRATE ol | / he 9] Storage \ - i co .
oRAINS Slo [‘Tiatcnednree tocatento: Poot |
% © Devoles Ei s I 1 t
INTERIOR i ont = [Siam mt genre: | i . > y Sl i
IST s SSS a 3 3 >
nattsatinmagagttss or : } Ce sot , WE ae | |
x el Car 1 Car2 RN ae : of” '
booKS 2400 HIGH ANODIZED ALUMINIUM FRAMES WITH ah H Sei Dn - POTN) Ba ‘ i GENERAL
aH ANODIZE f 3 my Truck Park gee Ve i | | PLAB AND f OOTINGS FO Bk IN STRICT
TRANSLUCENT GLASS INSERTS 2 it H a ' vosebe Myer as 2 i i ACCORDANCE WITH ENGINEERS
- 9 2 Hora bo = g ! SPECIFICATION
LiFT SCHINDLER 3300 1200X2100 CAR 2900 HEADROOM a & oy “ i! YI DIMENSIONS £0 BE CONFIRMED ON SIDE
. Si ~ © PRIOR 10 CONS FRUC HON
HONE D = x if x x SHOWLK & DOOR TRACK RECESSES 10 OWNERS
CONCRETE am ’* i te suowoo Coneqe . ol SE CIFICAHONS:
FLOORS/STEPS 10 OUIDOOR LIVING AREAS WHERE NOTED: 8 cates cs yt mH { i BLAB HEE 250mm » GEOUND ESL | .
SEALED WITH ANAPPROVED WAIER BASED of “I Ste So ! i GRADE t ARTHWORKS AROUND SLAB 120 AWAY
SEALER 10 ENGINEE RES SPECS ot Hea Aare id | FROM SLAB
Oe a : ie * CONHIRM WITH OWNER I TAP IS REQUIRED
| BEHIND FRIDGE
FEATURE WALLS ¢ i|
°
ol SLAB
9 i | ‘
HONED t es x eee ! : x ! SHOWER & DOOR TRACK RECE SSUS TO OWNERS
MASONRY HANSON “VOLCANIC ASH 5 [ACK BONDE D & 3 s ® a2 i 3 SPECIFICATIONS SLAB HT earirGHOUND ESL
REINFORCED TO ENG SPECS SEAL WITH sl 3 « aa 1 9 GRADE EARTHWORKS AROUND StAB 4 20 AWAY
AN APPROVED CLEAR WATER BASED St ALER ; 2 Z| BE | o FROM SLAB CONFIRM WITH OWNER It TAP IS
ak Fx ' co! REQUIRE D BEHIND FRIDGE CONFIRM WITH
- i i eel a8 o JWNER IF GAS IS REQUIRED
OFF FORM i ag B t Be |! i
CONCRETE . eel asemen ge i a gh | VANITY
WALLS WITH AN APPROVED CLEAR WATER a AS Qi One Saris [saves Sue ge pi >} ; a al | a a . ; 7
D SEALER 2400x900 FORM PLY 7.0 Be a ¢ “3 “I Sz 82 He 523 = | 7 ot of st ' Vani YRASIN PLUMBING SHALL BE CONCEALED
USED TO CREATE | EATURE DE TAIL IN WALL | x a SeEE $47,200 au2 2 | i i pNcwentr LOW FOR SUSPENDED) WALL
gah zy . | | 3
: az Be i if ' i
| f ge i i LANDSCAPE
~ ptt a | A gl |
WINDOW LEGEND { | eertoove | | Feerrooee | {7 tu ane - i _ i! Jug % hot ENSURE APH ROPHIATE LANDSCAME AGAINST.
Sw DENIES ALUMINUM FRAME SLIDING WINDOHY I j i i Soe ee SR JOUSE FOOTING ° Sue a ps cuccen eet
sD DENOTES ALUMINIUM FRAME SLIDE GD00R 5 i ‘S ‘ m > ‘ a S
DH DE NOLES ALUMINIUM FRAML DOUBLE HUNG WINDOW Z 2 < PZ =zzt ra a a tz Z vr 2 c ar -- ae - eee wee eee - aN ok > yy HEAVY WATERING WH 1 COMPROMISE THE
: « Cormrate Magonry Block Wai : of 2 s
AW DENGTES ALUMINIUM FRAME AANING YANDOW AM tim, Specs 3 FOOLINGS
CASE URNOTES ALUMINIUM FRAMED CASEMENT WINDOW ; 9p Prove randge in AW AS oe it : a 8 (TERMITE PROTECTION
1G ENOTES ALUMINIUM FRAME FIXED GLASS WINDOW igo 1,800 | 1,650 1190 6,440 400) | 5,910 A 190 |} 2,600 Yr |
Ww DENOLES ALUMINIUM | RAME GLASS INSERT LOUVRES ON Af ME : - wa LR MA 70 1h LICENCED CONTRACTOR 10 PROVIDE
MV DENOTED ALURHIIUM FRAME METAL INSERT LOUVRE S _ . Ske Boundary SU-UOUOL 47 S56m 1,990 2001 !.1190 _ tb . . _ . . 22,026 a _ _ _ 1904) 1,205 a 136 A _ ee _ VeERMITE BARKIER TO Pt RIMETLR OF
ay DENOIED ALUMINIUM FRAME CEDAR INSERT LOUVRES — ~ . £ AA | th | PLAB AND ALL PLINET RATIONS IN
OBS ULNOTES OBSCURE GASS 5004 = 1490 | | 22.600 i \ 2.600 i ACCORDANCE WILH AS 3660 1, PARI
TRAN CENOTES TRANSL UCENI GLASS BE 2G por . a ANE 4 NOTE : Refer To Hydralic Consulants Drawings BA 3.00 THE BCA AND RELEVANT
IMPORTANL CONHRM ALL WINDOW SIZES ON SIL PRIOR 10 ORDERING . \ or 1 i 7 AMENDMENTS
IMPORTANT ALL AMUNINIUM FRAMES TO BE CLEAR ANOOZED UNO Ho - Te ee AO ee I — = pg For Grate Drain Positioning *ATTACHMENTS 10 Bull DING SUCH AS
IMPORTANE ALL GLASS 10 BE PIUUNGTON EVERGREEN® UNO | ' ° DOWN PIPES MUST HAVE ANOMINAL Gar
, . . _. 14,056 Dim Setout 800

 

FO ALLOW CLEAR AND UNINT ERUPPTED
VISUAL INSPECTION ACCROSS PHE
INSPECTION ZONE

# STRUCTURES SUCH AS STE PS,

EP RANDAHS, PORCHES, AUCESS RAMPS,
CARPORIS, TREULISES, UECKS, HOT
WAIER SYSTEMS, AIK CONDITIONERS,
OR THE LIKE WHICH ARE NOT PROVIDED
WUH ONE OF THE HARRIER SYSTEMS
Dt SCRIBED IN FHIS PART MUST BL
BUPARAT ED FROM THE BUILDING BY A
GAP OF NOT LESS THAN 2mm, 1O
ALLOW CLEAR AND UNINTE RUPPTFL
WISUAL NSPE CLION ACCRUSS THE
INSPECTION ZONE
OVHE RE AL TACHME NTS OR
BI RUCTURES AS OUTLINE D ABOVE ABUT
A BUILDING AND THERE IS NO CLEAR
GAP, ABARRIE KK MUST BE PROVIDED TO
THe AVTACHMENT, REGARDLESS OF THE.
BiZt OF THE ALTACHMENT
ABARRIL RS MUST NOE Bb BRIIGED BY.
STRUCTURE S, FILINGS OR OTHER
AL FACHLD TO THE MAIN BUILDING, NOR
SHALL THEY BL BREACHED BY THE
INSTALLATION OF SERVICE ENTRY POINT,
DOWN PIPL S ADDITONAL SLABS AND
PATHS, 1 ANDSCAPING, GARDENS OR
SIMILAR UNLESS ADDIHONAL BARRIERS.
ARE USED IQ ELIMINATE CONCEALED
3 BY TERMITES 10 THE
URE

ALL JOINERY 2400 HIGH UNLESS OTHERWISE NOTED

a) © oO o

mw - Mechanical Vent
8.0 - square sel opening
Loh - if off hinges to all wc.
sabe - Smoke Alarm Hard Wired i i :
Tt Man Hard Wired Dimensioned Basement Plan 1:100

hei - Placement For husecock

 

 

4 en 4,220 } 1,900 4 3,390 4 : 19,020 f 2,790 ;

   

 

200

   

190
—

  

 

200, 11,280

 

 

10.196

 

| AREA SCHEDULE

BASEMENT

| INTERNAL FLOOR AREA 330 emt
! GROUND FLOOR

INTERNAL FLOOR ARCA 296010?
OUTDOOR LIVING (owered) 30 06m?
PORCH Sham?
i UPPER FLOOR gnccunms vou)
INECRINAL FLOOR AREA, ~ 200 36i
HALOONY 300i?

5,910 400, 7,230 190
a

 

7,510
rc
|
Hl

  

300800 Cenerete 5 WOx800 Concrete
Colums To Eng ‘Specs Cohan To Eng Specs

14,806
mo
14,500

iy

 

 

TOTAL (uprt k, LOWER & BASE MENT)

67 58m?
ee
0 1 2 3 4 5
| Consultants

\
(Cevtechrical Colley Geotechnics 54 4s4gz

 

 

 

bP

tilt lenin,

819

gineering Enipae Engineering 4 seasr

ah

Hydiaulic Spice Consutting $4 45s

Marte

Surveyor Don Colston ane:
| Burides

, Clasique Homes

| Client

iM & S Kahler

| Project Description

| Proposed Residence

| Site Address

Santee Brae

secre

 

 

 

Tc

 

 

   

    

 

  

soo. i, 1,490 __ 22,600

2,500

s-

Lot2 No 6
i Allambi Rise
-Littie Cove-

These drawings remain vopynghl of MRA Design, and
| may fot be used in part orn whole withoul witlen
! consent by the author

 

27,190

ede

   

I 2,000 Bb 8,500

 

 

L P : DRIVEWAY SLOPE ANALYSIS : 2 it
: * : Nominai Only Eng Design To : ot
mee

: - ee . Take Preceder :
Scale

_ Working

s Drawings BA
: Drawn. CH | Checked By MR

Date. 25/02/2009

vai

   
  

Project No.
Job No

Drawing No
30f9

  

Basement Slab Setout ; ; 1:100

Plot Date 25022009

 

 

 

 

 

|
| 2008/050 -C
!
I

 

Page 34

 

  
 
  
 

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2.900
2900
2900
lass Poo Fencing | |

  
  

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yy.
200 y
5800.
Framele:
ARB AE 926

 

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2.910
2.410

Plamer Watet Prooted 4 Draned ||
in.An Aporoved Manner

 
 
  
 
 

 

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3.670
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|
7900190 Hot Dupes JBOx1SC Hat Dioped Landscaped Buffer
Gak UB Ta Sng Specs | Gate UG Tang Specs |

   

  

 

 
 
  

   
 

ae > Panter Water Proofed & Urained In AW |
ibe Bench -| I Hydraulic Consutant Design }
1 ye ~ a Serine pie nr | ~~ ~ ~
8 Covered BBQ Area
en ot ok
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L Se coe : Turfed
TT Area
Water Progted & Orained in AW
Hydraulic Consutant Design

 

 

  

  
  
   
  

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GENERAL FINISHES SCHEDULE

CHILINGS:
43mm GYPROCK FIXED TO PINE BATTENS IN
ARV MANUF SPECS.
SCE SLT SHADOW LINE CORNICL THROUGHOUT

WALLS FOmm GYPROCK U NO FIXED IN AAW MANUF

SPECS

SKIRTING
SHADOW LINE TYPE SKIRTING
GYPROCK

SOFFITS HARDIE LE X Viti ABOARD St T IN AAW MANUF
SPECS
(NO JOINING STRIPS 10 BE USEU}
SHADOW LINE AS DETAILED.

INT DOORS 2400 HIGH UN OHUME “READY COAT" WITH.
GLOSS PAINT FINSH

WINDOWS, ALL WINDOWS 1G HAVE ANGDLI7ED FRAMES UNO
PILKING LON t VER GREEN" GLASS: 10 BE
INSTALLED IN AAW AS17288

FLOORS - TILE FINISH WHERE NOTED TO CLIENT SPLES
CARPLT AS NOTED ON PLAN 10 CLIENTS SPECS

ENTRY

STEPS, TOBE HONE D (SURFACE AND LODGES) & SEALED
WITH AN APPROVE LD NON-SLIP SEALLE

GRATE

DRAINS

INTERIOR
STORMIE CH SLIMLINE. STAINLESS STEEL
INSTALLED IN ALL SHOWERS

ROBE

DOORS 2400 HIGH ANODIZE 1 At UMINIUM FRAME S WITH
PRANSLUCENT CLASS INSERTS

MET SCHINDLER 33QU 1200X2100 CAR 2900 Ht ADROOM

HONED

CONCRETE

FLOORSISTEPS TO QULDOOR LIVING AREAS WHERE NOTEL
SEALED) WITH AN APPROVED WATER BASED
SEALER TO ENGINCERES SPECS

FEATURE WALLS

HONE OD

MASONRY HANSON "VOLCANIC ASEH" STACK BONDED &
REINFORCED TO ENG SPECS SEAL WITH
AN APPROVED CLEAR WATER BASED SEALER

OFT FORM

CONCRETE

WALLS SLAL WITH AN APPROVED CLEAR WATER

BASED SEALER 2400X900 FORM PLY TO Bt
USE TO CREATE FEATURE DE TAIL IN WALL

 

 

 

   

 

 

 

 

 

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190
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S00, ig 200.
SOC ye y2OO

 

 

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290

14,800.
2.020
2740
2.710

0

 

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WINDOW LEGEND

DENOTE SAL UMINIUM FRAME SUIDING WINDOW

su DENOTES ALUMINIUM FRAME SULING DOOR

OH LE NOUES ALUMINIUM FRAME DOUBLE HUNG WINDOW
aw (DENOTES ALUMINIUM FRAME AWNING WINE
CASE DENOTES A, UMINIUM FRAMED CASEMENT WWNLOW

KG DENDIT S.Ai UMINIUM FRAME FIXED GLASS WINDOW

Ww (2.NOILS ALUMINIUM FRAME GLASS INSLRT LOUVRES
way DENOTEDAL UMINIUM FRAME Mt IAL INSERT LOUVRE S
aw DENOTED AL UMINIUME RAME CEDAR INSERT LOUVRES,
ORS UE NOHLS OBSCURE. GLASS.

TRAN DENOTES TRANS UCE NE CLASS:

IMPORTANT CONHIM ALL WINDOW SiZi:S ON SITE PRIOK TO ORDERING,

IMPORTANT ALL AMUMINIUM FRAMES TO BE CLF AR ANOOZED UNO
IMPORTANT ALL CLASS TO BE PILKINGTON EVERGREEN® UNU

 

=o

ALL JOINERY 2400 HIGH UNLESS OTHERWISE NOTED

mv - Mechanical Vent

3.0 - square sel opening
Lo. - lift off hinges to all wec.
SARS - Smoke Alam Hard Wired
T  - Placement tor Shower Mixer
heT - Placement Fer hasecock

 

 

   

   
  

 

 
 
 

 
 

   
    
   
   

     
 
  
 

   

  

 

 

 

 

 

[POfh
Hohe.
200 Deep Waler

 

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13,620
14,800.

 

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100,778 1,361 7845 7

Verky Basti Sumbine Sual

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4,490

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11,200 4 1,120
t t

tt Are 2.110

Ground Floor Slab Setout

co stogescoeet, «| Sarna’ | TT wre”
vo Ll rd vy ci
____. _... 14,600 a . ~ 200 5480 | 290) 4 2.410 190 fe. 1.100
1,900 f j290 eae ee He 1820 TO | 3570 70%, 1,130 4 1290 248q 1901, 1,100 70
id a Veg
2D fe p10 200 3190 1,600} 290 1 . 15,830
7 | '
22,310 ; oo . } wg
__. & 33,410 & .
_ Dimensioned Ground Floor Plan a —_
33,410 _ a vee
Ze. WAI 4 4,852 Sy oe - _--9,400__
eG AO 4 14
coe Dye
4
3,210 3,000
f 2 4 ;
petit tise st LLP LPI LPN LL DN TET es
Basement Bea 7D oe 1
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as
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an Kee AK x fs
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mcr

iM RA De Sig Mi PomcdayPly LIL) GbSALe No 1135154
|4/33 Premier Circuit
j(Kawana Junction
lQueensiand 4575

i

|
iP fi OF 5493 5968

‘Fit 07 5493 69715

|El/ admin@mradesign com au
|

|AMENOMENT SCHEDULE

: . t
'AMD | DETAILS | DATE
i _. {4
| Working Drawings | 27 08.08
| hsmastetroLaqas all law |
A QunswEn lags unbagon 2710-08
‘Rernovecunonehum basenett 6 Al BOE y
i feveeddt dd tit anidenaver tos | 221208
Ct Gaysbpdasia ay das OF umarnde | 16.07 09
webdinuaty CaueeMauny Hk
13.02.09

 

|
LAY
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| Rew 24 $A Pod Ferg
» | Sicha

i |

t '

| |

|
i |

GENERAL

SLAB AND FOOTINGS TO BE IN STRICT
ACCORDANCE WITH ENGINEERS
SPUCIFICATION

DIMENSIONS TO BE CONFIRMED ON SITE
PRIOR 10 CONSTRUCTION

SHOWER & DOOR TRACK RECESSES TO OWNERS
SPECIFICATIONS

SLAB EEL 260mm > GROUND F St

GRADE t ARTHWORKS ARUUND SLAB 1 20 AWAY.
FROM SLAB

CONE IRM WH OWNER IF LAH IS REQUIRED
BEHIND FRIDGE

SLAB

SHOWER & DOOR TRACK RECESSES TO OWNLRS
PPLCIEICATIONS SLAH FEL 250cam>GKOUND + SL
GRADE EARTHWORKS AROUND St AB 120 AWAY
FROM SLAB CONFIRM WITH OWNER IF TAP IS
REQUIRE D BEHIND FRIDGE CONFIRM WITH

WANE K IP GAS fs REQUIKED

I

VANITY

VANITY BASIN PLUMBING SHALL bt CONCEALED
IN WALLS 1O ALLOW TOR SUSPLADEL WALL
UNG VANITY

LANDSCAPE

ENSURE APPROPRIATE LANDSCAPE AGAINST
HOUSE FOOTINGS SUGGI STION FOR DROUGT
TOLERAN] SPECIES SUCH AS SUCCULENTS:
HEAVY WALL RING WILL COMPROMISE THE
FOULINGS:

TERMITE PROTECTION

UCEINCED CONTRACTOR 10 PROVIDE
TERMITE BARRIER FO PERIMETER OF
} AND ALL PENETRAFIONS IN
RDANCE WITHA S 3660 1, PART
13008 THR BCA AND REI EVANT
AML NDME NES
eA1 LACHMENT

 

 

  
 

   

 

> FO BUT DING SUCH AS
DOWN PIPES MUST HAVE ANOMINAL GAP
10 ALLOW AR AND UNINIE RUPPTED
VISUAL INSPEC HON ACCROSS 1 HE
INSHLCTION ZONE
*STRUCTURES SUCI
3, PORCE , ACCESS RAMPS,
TRELLISES, DECKS, HOi
WATE K SYSTEMS. AIR CONDITIONERS.
OR TH LIKE WHICH ARE NOT PROVIDED
WITH ONE OF [HE BARRIEK SYSTEMS.
DESCRIBE DIN THIS PART, MUST BE

St PARA EID FROM THE BUILDING BY A.
PAP OF NOTEESS PHAN 5mm, FO
ALLOW CLE AR AND UNINFERGPPIED
VISUAL INSPECTION ACCROSS 1 Ht
INSPECTION ZONE

VERE ATTACHMENTS Ott

T RUCTURES AS OU TE INED ABOVE ABUT
PBUILDING &ND THERE IS NO CLEAR
GAP, ABARRIER MUST BE PROVIDED TO
Ute AT TACHMENT, REGARDLESS OF TH
BIZE OF THE ATTACHMENT

*HARRIERS MUST NOL Be BRIDGED BY
b1 RUCTURES, FILLINGS OR OER
ATTACHED) TO THE MANN BUILDING, NOR
HALL THEY BE BREACHED BY THE
INSTALLATION OF SERVICE ENTRY POINT,
BOWN PIPES ADDITIONAL St ABS AND:
PATHS, LANDSCAPING, GARDENS OR
PIMILAR UNLESS ADDITIONAL BARRIERS:
ARE USED TO ELIMINATE CONCEALED

  

 

   
 

    

 

 

| AREA SCHEDULE

| | BASEMENT

i INTERNAL FLOOR AREA 3 ZT

| | GROUND FLOOR

\ WUE RINAL FLOOR AREA, ~ 296 Olen?

| QUTDOOR LIVING (covered) 0 06m?
PORCH 264m?
UPPER FLOOR onciuuine vow)
INTERNAL FLUOR AREA Zohan!
BALCONY W Otin?

TOTAL (uppi R, LOWER & HASE MENT)
967 58m?

 

 

2

0 1 2 3 4 5
Consultants

Reolechnical Coffey Geotechings 44496952

 

f Pgineenng Empue tngineenng 4776437
iHydrauhe: Spice Consulting $4 493608
Surveyor Doni Colston sani
{ Butider
 Clasique Homes
Chent
M&S Kahler
Project Description
| Proposed Residence
Site Address
Lot 2 No 6
i Ailambi Rise
j -Little Cove-
these drawings eran copyright of MRA Design, and

Jay Not be used In pall oF in whole withoui written:
consent by the author

 

| Seale
} Working \

Status | Date 25/02/2009

Drawings BA |

Drawn. CH } Checked By: MR

, Project No Drawing No
Job No 40f9

| 208/050 -C

|
| Plot Dale 26/02/2008
1

 

Page 35

 

 

 

 

 

 

 

       

   

 

 

     
 
 
 

 

 

   

 

  

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                  

 

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Page 36

 

 

 

Te Eng Specs.

   
  
 
  
 
   

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IM RA Desig 1 PomescayPiYlIU)G8sate No 1135

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Mid Levei Glass Reservow . Suspended Concrete Slab : Mm [ F }
For Water Feature i i i

 
  
   
  
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

_ - 443° 5
} Le | } Cetry Seyon “Axon” FC Sheet Cladaing 4 {33 Premier Cireuit
i iil a | LOR srry fixed In AW Manul Specs. iKawana Junction
4 t i HI 50x50 Dressed HWD Battens 3! al 150x50 Diessed HWD Screen 1Q ueensland 4575
| \
2 3 With S/S Fodngs @ 100mm¢ “| Rie All Windows To Have Clear Anodwed lp if 07 5493 5908
i= Pilkington “EverGreen™ of Frames & Pilkington “E verGreen” j 5
i Toughened Frameless Glass | | | Glass Installed. To Be in AW AS1288 Fil 07 5493 697%
ia Silicon Joined In AW AS 1288 rid He 93 ao iEit admin@mradesign com au
150x50 Undersiung Dressed “ | | . j Le
¥ two Peete B cee iAMENDMENT SCHEDULE
! ALG
| | Selected Tiles Over 390 Contrete Mason a AMD i DETAILS _ | DATE
3 sl Block Wall To Eng. Specs ag _ Rendered 190mm Concrete | Workung Drawings 21-08 08
SI og Rendered 290mm Concrete gl Masonry Block i ; Gausblslqus,atedumaganian |
7d.
Masonry Block To Eng Specs [A | tanfususe | 7710.08
| fanmbtneieenomrensatemngnen | 22 12.08
ORR

 

1 Wet Edge In AWAS 1926

+ Cj Orsysbsa wen dts Off omanate | 5
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West Elevation 4:100 1:100 | |
| |
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114mm Hot Dipped Gaiv :
@ 150mm Cre To Eng Specs Masonry Block Wall To Eng. Specs. | Comply With BCA Part 3.9.1 & 3.9.2 Translucent FG Panels Anodized GENERAL NOTES
Frames & Pitkington “EverGreen™ ALUMINIUM FRAMED VANDOWS AND
: Glass Installed To Be In AW AS1288 SUING G1 ASS DOORS.

FTOHAVE A POLE RCUAT FIN 10

 

 

 

 

 

 

150x50 Dressed HWO Screening CHS Down Pipe @ 5° ' | . Selected Ties Over 190 Concrete All Handrails & Balustrade To
i

       
   

 

  

 

 
     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

r — | }RAME WITH CLEAR CLASS UNLESS
stares Geng _ i _ _ = | OLHERISE NOTED.
odin Panerd = = ALLE OONG 10 bt ARICL
/ Rendered Foam pee fo _. Rendered Concrete ‘Masonty f  ACOORDANCE wink
» Coty | =— | _ 7 i wee MANUFACTURERS UL TAILS AND
emery iH — _ SPLCIFICALIONS
ol | i I WINDOW SI/TS SHOWN ARE NOMINAL
3! 3 . | } ! ONLY ANDARE 10 BE VERIFIED ON SITE
° RS I | All Windows To Have Clear Anodized | GLAZING 10 BL INAGCORDANCE WH
aly a. I ! - - Frames & Pilkington “EverGreen” { AsT268
Il | v | Glass Installed To Ge in AW AS12886
. A Ee i. i
I cet aa : |
p= Tr. |
adeied Concrete Magn Selected Tiles Over Concrete
Rendered Concrete Masomy |
3| g Masonry Walt To Eng Specs. i
al |
“| ,
sie ee ee = ~ !
| Selected Ceramic Tiles i
He ow 400 Kc F oo . Over Concrete Masonry Wall ;
ae - TOTS esos ect !
|
Rendered Concrete Masony

 

 

 

 

 

 

 

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North Elevation 1:100
Selected Ties Over 390 Concrete All Handrails & Balustrade To By Locker Grant Seteen Scyon "Axon" FC Sheet Cladding Rendered 60mm Foam Cladding
s 3916392 ” po le
Masonry Block Wali To Eng. Specs | Comply With BCA Pant 39.1.6 3.92 | AWM e | Fined In AW Manuf Specs | Fixed In AW Manuf. Specs
I
Ke i
— ; . re ae aq L fot -
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ney i
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mg 114mm Hot Dipped Galy
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OF Ag Specs To Eng. Specs
tre asave
ORK -
Cong
OS ameny ~ - Rendered oe
Concrete
3 All Windows To Have Clear Anodized
- Frames & Pitkington “EverGreen”
wea | Rendered Concrete Masonry Glass installed. To Be In AW AS1288
| Rendered Concrete Masonry

 

   
   

    

1:100

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— —— | Q 1 2 3 4 5
a yi Z oF we ; Consultants
hod evlechnival Cofley Geotechrics 54454957
ae Y ° jE aagineerng brpue Engimeetsig 5a 776a4y
09 7 pence tH ydrauite Spice Consuliny ——seansees
ae / MER 12 Prins To Suit hs jSurveyor Don Colston oa Aas
ISLS, Eng Te Conf Sues Buiider
ne Say A Clasique Homes
i © MGP 12 Purtns To Sut | Client
3 Ce RS es 1M & S Kabler
MG “ | Project Description
: a Sopa. | Sa Proposed Residence
be ° LE 7 Res Se tel 4 41 b on FRESEGL Cay - | .
’ ae a Ee / ng To Confirm Sues 3. oS jo Conti oe Aes oNog
AOL YE) Od | ——e, | | i
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De A i NAN fb - BRE Oe HEA REFER ENGINEERES DOCUMENTATION FOR POINT LOADS nay tenn patrol wh tin
a fermenter ane a che 7 ALROOF BEAMS TO BE CONCEALED IN ROOF SPACE. ALL PULINS TO BUTT JOIN INTO BEAMS coment he ata
—= po oa ENGINEERERS DESIGN TO TAKE PRECEDENCE Seale
CML - Concrete Masonry Lintel - ]
PTLOAD — - Point Load ; tac . Stalus Working I Date. 25/02/2009
Law - Load Beanny Wali (Note): Box Gutter To Comply With B.C.A Section 3.5.2 & Eng. Specs. Drawings BA
Confirm All Parapet Roofs Clear Truss/rafters Behind Drawn. CH Checked By: MR
Th - Denotes Timber Lintet To Eng. Specs All Downpipes To Be 100mm Dia
TUGML —_- Timber Linte¥Gaivinised Masomry Lintet Hydraulic Consultants Design To lake Precedence j Project No Drawing No-

  
 

Roof Framing ; a ; — ; 1:100

 

 

Job No
2008/050 -C

 

6of9

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Plot Date
{

 

 

 

 

 

 

 

Page 37

 

 

 

 

 

3,30
2.700

‘Oradour tg Cesing

FFL 83 400

“Comany”
Jomery

FFL 50400

i

FFL 4d Ou

50mm Bund

360 Deep Mant (Eg

 
  
 
 
  
  
  
 
 
 
 
   

114mm Hot Dipped Galy
CHS Down Pipe lo Eng Specs:

—~ — Class Reservoir For Water
- Feuture ip AAW Eng. Specs. —

250x125mm Hot Dipped Galv.
US Support To Eng Specs.

Riiosatea

*

Water fa 90

- Proposed Poot

 

Pool Depths Tndictive Only
Refer To Eng. Detais

  
 

    
   
   
 

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Qututoor Livery Cetng

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114mm Hot Dipped Galv.
CHS To Eng Specs.

 

Selected Tiles Over 390 jt 7
Concrete Masonry Ey tT
Block Wall To Eng. Specs a

 

150x50 Dressed HWD Feature Beams | “} PE of

 

 

@ 150mm Crs +

 

 

 

Suspended Concrete Siab With 50mm Bund
Around Penm ter To Eng Specs

 

 

 

 

 

 

Suspended Concrete Slab With 50mm Bund
j Around Perimeter To Eng. Specs ;
i Max 250 Deep Beam @ 1° Pitch :
: To Eng Specs i

x sree
2
a _ BoxGutes OF

Turfed Lawn Over Suspended
Concrete Slab To Eng Specs. |
|

 

Outdoor Living |

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TESST RIC SITING
YK OTE LI A

DOxS0 Dressed HWD Battens @ 190mm ¢
S/S Screw Fixed @ 600mm ¢

Suspended Concrete Siab With 50min Bund Max 200 Deep “I” Beam @ 1° Pitch
Around Penmeter To Eng. Specs. To Eng. Specs Eng. To Confirm Size

 
  

 

 

 

 

2.990

 

 

 

 

 

 

 

 

 

  

Zs LESS ET BIT tO
OSE SLES

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Max 250 Deep Beam @ 1° Pitch
To Eng. Specs \

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2,100 Burkhead

 

 

 

    
  
  

Rafters To Eng. Specs
In AW Kip-Loc Spans

SfS Or Colorbend Box Gutter 1 100
Fall. install In AW BCA Part 3.5.2

Rendered Foam Fasceu Fued
in AW Manut. Specs.

All Windows To Have Anodiwed
Frames & Pikington “EverGreen”
Glass Instaiied To Be in AW AS12488.

Rendered 190 Concrete Masonry
To Eng. Specs.

_ Refer lo Hydraube Consultants Drawings

For Drainage Specs.

Stab, Footings & Pool To ting. Specs:

1.100

Ratters To Eng. Specs
in AW Kiip-Loc Spans
Colorbond Kilip-l oc Roof

Sheeting @ 1° Pitch Fixed In
AWW Manuf Specs

SFS Or Colorbond Box Gutter 1 100:
Fall. Install in AW BCA Part 3.5.2

Rendered Foain Fascia Fixed
In AW Manuf. Specs.

All Windows To Have Anodized
trames & Pilkington “EverGreen”
Glass installed. To Be In AAW AS12838.

mrr

iM RA Desig 1 PomdertayPly LID) GBSA be Ho, 1131S
11/33 Premier Circutt
‘Kawana Junction
lQueenstand 4575

jP if Of 5493 5908
lrad 07 5493 6971
jE// [email protected]

iIAMENOMENT SCHEDULE

}AMD | DETAILS | DATE
! i
i Working Urawings 2/08 08
Oost frsL aps ated usguunites
A | oes i 2/1008
Renoecamtonbosmt &duup Anminbe | 7) 75
tuvabrtalietinperuaeraaruten | <2 1208
Ger es pod aspes eng dts OF orm auade .
sab axpdb Corde! tok Toots

 

ORROSION PROTECTION

LMPIAL USt DIN STRUCTURAL TIMBER
CONNE CHIONS SHALL BE PROVIDED WITH
CORKOSION PROTECTION APPROPRIATE FORK
THE PARTICULAR CONDITIONS OF USE WHERE
CORROSION PROTECTION OF STEEL IS
AE QUIRED TE SHALL Bt IN ACCORDANCE WITH
ASINGS 4/91 AD 139/ and AS 1244 TH LEVEL OF
CORROSION PROTECTION PROVIDED SHALL
TAKE INTO CONSIDERATION WEATHER
$XPOSURE, TIMBER TREATMENT, MOISTURE AND
PRESENCE OF SALT THESE SHALL SALISEY THE
REQUIRE MENTS OF THE RELEVANT
AUTHORITY WHERE OLHEK TYRES OF
CORROSION PROTECTION ARE PROVIDED,

TIk-DOWN & BRACING

HU ENGINE? RS SPE CIEICAHONS.

HANDRAIL & BALUSTRADES

BALUS | RAUL POSUIONEL MIN 869m ABOVE
NOSING OF TREADS

Hn MIN: ABOVE BALCONY. ANDING OR THE LiKe
OPENING IN BALUSIRADES 10 Bt CONS? RUCTED
BC AT25ml SPHERE

fb NOT PEKMHITED TO PASS THROUGH & FOK A
STAR THE SPACE TESTE

(S ABOVE THE NOSI
ALL STAIRS HANDRAILS & BALUS TRADES 10
COMPLY WUH

BCAPART 3918392

GORIZONTAL STERL WIRE (FUSING)

(0 NOT USE 1 DECK FEL EXCLEDS 4 OM FROM
FINISHED GROUND LE VEL

§2tx50rum TOP RAIL WHI SUPPORTS @ 1800ce
MAX

HORIZONTAL STEEL WIRE RAIS @ BUimim ofc MAX
PROPPERS @ 600m che MAX Gin MAX TO FACH
UME POINE

LUMBING

PLUMBER & DRAINER FO LOCAL AUTHORITY
REQUIRE MENTS BY

CICENSED TRADESMAN FL OORWASTES 10 BE
PROVIDED FOALE WET

AREAS AND THE FLOORS TO FALL TO THESE

 

 

   

WASTES ALL WET AREA

FLOOR AND SHOWER FLOORS 1O COMPLY WITH

SECHON 36 1OF BCA

HUOL WALER SYSTEMS

ALL HOT WATER SYSTEMS TO BE INSTALLED
ATH

ATL MPERING VALVE & MUST COMPLY WITH

ASTIN! 2

BRICKWORK

BRICKLAYER TOPROVILE GAL WALL TIES Al
TWO COURSES ABOVE
FLASHING LINE AND 1 ROW IN THE SECOND LAST
BED JOINT FROM

1OP OF WALL ANE @ 900 CRS IN Be TWt EN ON
£ACH SIUD
PROVIDE WEE PHOLES @ 900 CRS ALONG
fLasnins ALL MASONRY

(© COMPLY WIL AS3/00.

Refer To Hydrauke Consultants Drawings FRAMING ANCHOR
For Drainage Specs. AND STRAP NAILS

ALL NAILS USED FOR FRAMING ANCHORS AND
STRAPS SHALL BE

RYLEY CORROSION PROTEC TOO FLAP HEAD

ERE Slab, Footings & Pool lo Lng. Specs. CONNECTOR NAILS CLOUT

SERIA QAILS SHALL NOT BC USED FOR THIS PURPOSE

PAs
Ye ‘ GLAZING
a 7 . ye GLAZING £O BE IN ACCORDANCE WIIHL
ROE YESY AUSTRALIAN STANDARD 1288-1994

AND SHALL COMPLY WITH BCA

ALUMINIUM FRAMED WINDOWS

AND SLIDING GLASS DOORS

JO HAVE A POWDERCOAT FINISH

- TO FRAME WITH CLEAR GLASS
Section B-B 4:100 UNLESS OTHE WISE NOTED

an Te a - a ~ a mene “oo _ soo ALLE IXING TO BE IN SFRICT

ACCORDANCE WITH THE

   

 

 

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MANU! AC TURE RS DE LAILS AND
$Pt CIMICATION
WINDOW SIZES SHOWN ARE

NOMINAL ONLY ANDARE 10 Bt

 

 

 

Ratters lo tng. Specs.
in AWW Klip-Loc Spans

Cotorbond Kiip-Loc Root
Sheeting @ 1° Pitch Fixed In

    
   
 
   

VERUF ILD OM SITE
GLAZING 10 BE IN ACCORDANCE.
WITHAST 268

LININGS & INSULATION

 

3.300

 

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50xb0 Oressed HWD Batters @ 100mm ¢ Suspended Concrete Siab Wilh 50mm Bund Max 200 Deep “I” Bearn @ 1° Pitch ANY Manuf. Specs forma MLAS E RHOARD TO WALLS & CEILINGS
{ SIS Screw Fixed @ 600mm ¢ Around Perimeter To Eng. Specs. To Eng. Specs Eng. To Confirm Size i Gini VILLABCARD TO ALL WE TARE AS
: k S/S OF Colorbond Box Gutter 1100 VILLABOARD LINING FO t AVES
ho e 1 ~ op 6 RERER TOBE RS DOCUMENTAIIONFOR OTHER
| ii Max 250 Deep Beam @ 1° Pitch | Fall Instalt In AW BCA Part 3.5.2 INSULATION REQUIRE MENTS
| - _ _ ! of - - - Hy ! ELECTRICAL
Ouidoor Lang Celng See 4 oe f Kendered Foam Fascia Fixed ELECTRICIAN 10 LOCAL AU THORILY,
Scam 1 __ + ry ' ; : = ene < = y _ In AW Manuf Specs i Gum MNES BY LICENSED
YS sanets 114mm Hot Dy | ,
pped Galv, : : HH
oi ot appa ep I Ait Windows To Have Anodied |
2 Selected Tiles Over 390 ff Ap te 44 | Stanwell 11 Walk Frames & Pakington “tyerGreen” | Q 4 2 3 4 5
N § Concrete Mason s y-b LC ] 4 Bike Dispiay In Pantry Glass Installed To Be In AAW AS12868. i Consultants
cl jo Eng. Specs. - - = " i ° | “eotechiical Cottey Geotechnics 4 44997
: - i All He | i
i [ ~ 7 {- & | : | : comely With Seen aya ‘Pgmeening brpwe Fagineeting sa jas?
. ~ . - 3 sate < aes San I Syuitaauic. Spice Consulling 4 5388.
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Juwery To Be In AW AS 1288 . a i : = 7 - = te: 190x180 Hot Dipped Gal SHS Stringer Suieyor on Colston Annas
Fixed To Galv, Colums (Silicon Jomed) fot To Eng. Specs. Eng. To Contim Sue Builder
SI | 250x150 Hot Dipped Gaiv UC tt H J ;
At Fixed in AW Manut, Specs, 7 . C : (| j Clasique Homes
: , | | i | Cent
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* I | i - yo Project Description
i 1 H i .
4H HE 22 we Proposed Residence
Sl. Se 3 Site Address
8g . a
“iia Driveway g Lot 2 No 6
a 8 ‘ Allambi Rise
he sy CO -Little Cove-
-— " = ny s wy Reter To Hydraulic Consuftamts Drawings t
SL, Ye S SME: RO: SLE We SS 7 For Dramage Specs. These dkawings remam copyright of MRA Desigi, and
Se XS S YS Li yy | inay AOT be Used In part oF whole without whtten
SES ‘ “ CPE Qe OY & oortent by te aul
‘ S ER SY A y y the author
VEE STE Yi, Y 7, : 5 & > Ve ok > Ui KLE LSE é Slab, Footings & Poot To Eng. Specs. Seal :
SY x A OSES estes cS x KSEE 4 AS < : ‘ale
I DIT SIRT IRI: SITET VAY SIS SUSI OS
TI SIIIIR VII III I SII IIIA wosieg |
QU QD ESE OER I OS SRP QIU LES VE SEES. y OSU SELES ES Status 9 Date 25/02/2009
| Drawings BA |
{
| Drawn. CH | Checked By. MR
{ i Une y
{ Dee
‘Project No Drawing No_
SectionC- .
ane _ c we . . 1:100 Job No 70f9
2008/050 -C

 

\
|
| Plot Date 2510272009

 

Page 38

 

 

 

 

 

250x150 Hot Dippea Galy. UB
Fued in AAY Manuf Specs.

IM RA Desig i gromesey?lrit0)absate no 11351
Trans Poloycarb. Root Sheeting (1 winwall) Fixed With S/S F pangs. f 9g ay 7 x

   

 

 

 

 

     
 
  

 

 

 

 

 

 

 

 

 

 

 

i
i Fixed In AAW Manut. Specs ‘4/33 Premier Cireurt
| Suspended Polished Concrete Bench Kawana Junction
| i lo Eng Specs ‘Queensland 4575
. Suspended Concrete Slab With 50mm Bund i
1 ~ 70x45 Dressed HWD Batlens @ 120mm ¢ - .
t i t Around Perimeter lo Eng. Specs '
| owe Pil 07 5493 5908
Suspended Concrete Siab With 50mm Bund ' ! } lFlf O07 59493 69714
Avound Perimeter To Eng Specs ~ “outortung ; \Ef/ admin@mradesign com.au
} Comngacicnen ! '
i A. | 4. _
4? iS cow |AMENOMENT SCHEDULE
Nowy op ‘am { | par
Coit All Windows To Have Anodized 8 | | FAMD | DETAILS DATE
8 - -~ Frames & Pilkington “EverGreen” 1 BI cal All Windows To Have Anodized ' | i
| Re sone ngs ARS so Frames & Pilkington “EverGreen™ i 1 Working Drawings 2738 08
ait Glass Installed. To Be In AW AS 1288 Rie ° oun ' |
! al al Glass Instalied To Be In AW AS12068. Ck | GsusbbsLausatdinkyondten | 97 19 05
i Ail Handrails & Balustrade To a Ee All Handrails & Balustrade To i ondbassist -
' i we : Remoeadinitinbaamat Scere Arriva | 97 17
| at pe suaw Comply With BCA Part 3.9.1 & 3.9.2 x 1 eer st Comply With BCA Pat 3.916 39.2 8 iecetercrnenaih meaty 221208
ol 290 Concrete Masonry Block Wall To x * hoe | Gays it pra dea Ofamunde 480109
2 NL comme — Ss Coty Wésdeudd UrudeMaty Bon L
| » Eng. Specs.
wi Jonesy Ser a [| RetrotoPays? 4 gAdiadfod aang 13.02.08
fl : 150x150 Hot Dipped Galv. SHS Stringer 6 ‘ By Risque ~
{ To Eng. Specs. Eng jo Conhrm Size ° £ Rendered 190 Concrete Masonry : | |
( 2 3s - . ez 3 To Eng. Specs. . ; i
{ ne Honed 190 Concrete Masonry Block Feaiure Wall Ss a i | '
ad To Eng. Specs. (Volcanic Ash - Hanson) aI 2 | | |
| a 50x50 Dressed HWD Batlens @ 100mm ¢ : | !
FR Su4al FFL ua0e SIS Screw Fixed @ 600mm ¢ : | {
x SR OR LG :
Ceing * Coben : { 7
Jomery ' :
t po [Dp Ft |
i i i
8 i gi ot oe 1
| t SI
as i | 38 CORROSION PROTECTIO!
3 ' Ml wl ALL METAL USED IN SFRUCTURAL TIMBER
i CONNECTIONS, SHALL BE PROVIDED WATH
' CORROSION PROTECTION APPROPHIATE FOR
. : Refer To Hydraulic Consultants Draw fo 00 7 5 JV Ht PAR TICULAR CONDI HONS OF USL WHERE
oR ree en a Oraineve Specs reultar fawings par TY ae re !o Hycraue Consultants Drawings CORROSION PROTECTION OF STEELS
or Drainage Specs: QE QUIRED SHAUL Bk IN ACCORDANCE Wit
ASINZS 4791, AS 139/ and AS 1214 THE LEVEL OF
. a ey 4 CORROSION PROTECTION PROVIDE D SHALL
YI, % TAKE INTO CONSIDERATION WEATHER:
eR HE 1 Slab, Footings & Pool To Eng. Specs. Slab, Footings & Poot To Eng. Specs. EXPOSURE TIMBER TREAT MENE, MOIST URE AND
RS PRESENCE OF SALE THESE SHALL SARISEY DHE
PLE tds Or REQUIRE ME NTS OF THE RELEVANT
LE
f z Lik SPLE AUTHORED WEE RE OLTMER TYPES OF
CORROSION PROTEC HON ARE PROVIDED,
. TIE-DOWN & BRACING
1:100 Section E-E 1:100

 

FO ENGINEERS SPECIFICATIONS,

HANDRAIL & BALUSTRADES

    
  
  
   
 

1S ABOVE THE NOSING.

in AWW Klip-Loc Spacings
e pacing ALL SIAIKS HANDRAILS & BALUSTRADES 10

In AW Klip-Loc Spans

 
   

4 Colorbond Kiip-Loc Roof BALUSTRADE POSTONED MIN 865mm ABOVE
ao ' Sheeting @ 1° Pitch Fed in NOSING OF TREADS
| i AW Manut. Specs. fim MIN ABOVE GALCONY,L ANDING OF THE LIKE
S/S Of Colorbond Box Gutter. 1.100 ' M ° OPLNING IN BALUSTRADES TO BE CONSTRUCTED
_ wi cece ee to t jax 250 Deep Beam @ 1° Pitch SU A 125mm SPHERE
Fall. Install In AW BCA Part 3.5.2 | S/S Or Colorbond Box Gutter. 1100 | To Eng Specs IS NOI Pe RMT TED 10 PASS THROUGH & FOR A
50x50 Dressed HWD Battens @ 100mm ¢ Fail. Install In AW BCA Part 3.5.2 ' Rafters fo Lng. Specs. SIAIR THE SPACE TESTED
S/S Screw Fixed @ 600mm ¢ Rafters To Eng. Specs | | oe Spa
* |

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

     

 

 

 

     

 

 

   

 
 

Rend dF F Fixed TOMPLY WITH
aoe oo endered Foam Fascta Fix BCA PART 3918392
500 Deep Max fendered roa Fascia Fixed xt ln AW Manuf, Specs HORIZONTAL STEEL WIRE (IF USING)
» coimg Aya In AW Manuf. Specs. * catny 7 DO NOT USE IF OFCK FEL EXCEEDS 4 UM FROM
a ee . . - ~ i HNISHE.O GROUND LEVEL
7 i | ! 7 Rendered 6Umm Koam Cladding 125x5Uemn TOP RAIL WITH SUPPORTS @ 1800cc
e : Fixed In AW Manuf. Specs MAX
3. [rere calegreaeam { lo! HORIZONTAL STEEL WIRE KAILS @ 80mm ch MAC
a3 Matern All Windows To Have Anodized Bi DROPHE RS @ 600mmn cle MAX 6m MAX TO k ACH
Ml Design & tnsfatation & Frames & Pilkington “EverGreen™ SA replace . FENSIONING POINT
Dror i An 48800 3 Glass Instalied. To Be in AW AS1288 feces ine All Windows To Have Anodized
t gp r] Plant i 2 Frames & Piikington “EverGieen” PLUMBING
t
sR Ue o i anter H AQ y. THe S Glass Installed. To Be In AW AS 1268 PLUMBER & DRAINER TO LOCAL AUTHORITY
somery = i 50x50 Dressed HWD Battens @ 100mm REQUIREMENTS BY
Seats I _ * i _ SS Screw Ei > e ‘ LICENSED TRADESMAN FLOORWASIES TO Be
” ~ i i ’ Jonery SIS Screw Fixed @ 600mm ¢ PROVIDED TOALL WET
FE Rendered 190 Concrete Masonry 190 Concrete Masonry Block ARE AS AND THE FLOORS 10 FALL TO THESE
8 4 To Eng. Specs. ly) vonerele Masonry WASTES ALL WET AREA
ola =) i 28 Wall To Eng. Details FL OOK AND SHOWER FLOORS 10 COMPLY WITT
oq F FS oj + SUCTION 36 TOL BCA
a I H a x
a 1 hy BC HOT WATE SYSTEMS,
=| porsetgsgn oe ALL HOT WATER SYSIE MS 10 BE INSTALLED
FFL au) Il Hi eee Monte Cabstace f wie
= = Ae Pda — A LTEMPERING VALVE & MUST COMPLY WILH
~ . - ~ S1s5/ 2
Coung Conny AST$5¢ 2
ey fe . Tank ans RICKWORK
“ - Access For Rainwater Tani , Turted Lawn Over Suspended Bi
{ews - Concrete Siab to Eng. Specs BRICKLAYER TO PROVIDE GAL WALL TIES Al
| nwa gt WO COURSES ABOVE
3 gl Storage Under 3 3 FLASHING LINE AND 1 ROW IN TH: SECOND LASI
oo BI “le BED JOINE FROM
a : ~ FOP OF WALL AND @ 900 CRS IN BETWEEN ON
Stairwell 1 EACH STUD, ® ~
| ry PROVIDE WEEPHOLES @ 900 CRS ALONG
sy ere a Refer To Hydraulic Consuttants Drawings soy TET 0 Refer lo Hydraulic Consuilants Drawings FLASHING ALL MASONRY
SLY = For Drainage Specs. For Drainage Specs. 1 COMPLY WITH AS3/00
YES AY FRAMING ANCHOR
WISTES AND STRAP NAILS
KK SESS

IIE

ALL NAILS USED FOR FRAMING ANCHORS AND
STRAPS SHALL BE

ROSION PROTEC FED PLAT Ht AD
CONNECTOR NAILS CLOUT

NAILS SHALL NOT Bi USED FOR SHIS PURPOSE,

1:100 Section F-F 1:100 GLAZING

ne ee a : : “= GLAZING 1O BE IN ACCORDANCE WITH
AUSTRALIAN STANDARD 1268 1994
Apply Water Proof Membrane To Top Ot AND SHALL COMPLY WHH BCA
Slab In AW AS37740 ALUMINIUM FRAME LD WINDOWS
AND SLIDING GLASS DOORS
JO HAVE APOWOERCOAT FINISH
JO FRAME WITH CLEAR GLASS:
VNLE SS OL HE RWISE NOEED
ALL FIXING LO BE IN SERICT
ACCORDANCE WITH THE
MANUFACTURERS DETAILS AND
SPECIE ICAHIONS:
WINDOW SIZES SHOWN AKE
NOMINAL ONLY AND ARE FO BE
VERIFIED ON SHE
RL AZING 10 BE IN ACCORDANCE
Vir ast zits

LININGS & INSULATION

Yom PLASTERBOARD 10 WALLS & CEILINGS
6mm VILLABOARD TO ALL We T ARE,
VILL ABOARD LINING TO FAVES
RLPER TOBE RS DOCUMENIALIONE OR OLHER
WSULALION REQUIRE MENTS

ELECTRICAL

  
 

Slab, Footings & Pool To Eng. Specs. Slab, Footings & Pool To Eng. Specs.

  

 
 

 

 

30mra Formed Concrete Edge Provided To
Suspended Concrete Slab

Glass Capping To Top Of Stab

Provide Fall-Silicon Jomed

 

 

Apply Water Proot Membrane To Top Ot
Slab In AW AS3740

50mm Formed Concrete Edge Provided To
Provide Min K2.5 insulation Suspended Concrete Slab

to Ceiling / Roof void oe - ~ - a

200mm Suspended Concrete Slab Eng. To
Confirm Sue

 

Selected Ceiling Lining Fixed Over Timber
Battens in AAW Manut. Specs. Provide A
10mm Shadow Line Between Suspended
Slab & Celling Lining

200nun Suspended Concrete Slab Eng. To
Max 200 Deep UB @ 1” Pitch . Confirm Size.
To Eng. Specs

  

 

160mm Setdown Provided To Suspended
Concrete Slab

Selected Ceiling Lining Fixed Over Timber

Kiip-Lok® Roofsheet @ 1° Pitch Fixed lo MGP 12 Periins

Spaced in AW Klip-Lok@? Specs. Fixed In AAW Manuf. Specs wee 100mm Setdown Provided To Suspended

Concrete Slab

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

Engineer To Confirm Perlin Size va Battens in AW Manuf, Specs. Provide A on .
L \ | 10mm Shadow Line Between Suspended . . ELECTRICIAN TQ | OGAL AUTHORITY
4 i> Slab & Ceiling Linn Pilangion "EverGreen’ QE QUIREMENTS BY LICENSED
i ing Lining Glass Installed In AWAS 1268 JRaDtSPrRsON
1 1
S/S Box Gutter 1-100 Fall install In ! Continuous Alummuum Channel . Ee
Accordance With BCA Part 3.5.2 | | * | Window Detail 1:20 Q 1 2 3 4. 4
i Suspended Slab Detail 1:20 LL. Atuminom trungs Supplied Consultants
Flash Parapet in An ~ , ~ - . i By Manur Sm Stones Steel Disc Type Spacer eotechnical Cottey Geotechmics 44 454087
bung For Glass [
Approved Manner. | | I Ngweer ing Empire Fagingenng 94 rear
ye ‘ ~ | Silicon Joined Midsection Pitkington | auc Spice Consuttin $4 453868,
60mm Rendered Foam Cladding Fixed in y v “ to “LverGreen"Glass Installed (° au eS
AW Manut. Specs. ol AWASI2B0 pouvese Lon Goblon sa rnree
“| 8 Builder
114mm Hot Dipped Galv. CHS Downpipe 5 , ; 250x125 Hot Dipped Galy UB | i
C Sheet Celling Lining Fixed Over 42x38 Fixed In AW Eng Details Downpipe To > | oes Glass Balustrade Installed Emed INAAW Eng Specs i Clasique Homes
pproved Installer to Comply -
KD Pine Or Metal Ceilings Gattens @ Be Concealed in Off Form Concrete Wail With BCA Pat $918 499 Eng. To Confirm Sizes Cheat
4501 In AW Manuf. Specs. Sy a
min crs janut. Specs. _ tp a _ , | 50mm Staintess Steel Disc Type M&S Kahl
9mm SHS Post Supporting | Fixing To UB Column To Window Aer
UB Fixed In AW Eng. Specs. | | Manufactures Specs Project Description
Eng. To Confirm Size Toughened Transtucent Glass Water La : < - 50x50 Aluminum Cover Strip .
414mm Hot Dipped Galv. CHS Downpipe _ . Feature Reservoir lo Eng. Specs. Waler To -- An | - ; ; Proposed Residence
At 15° Fixed in AW Eng. Details. Fall Down Face Of Study Window. _ Aluminuin Disk [ype Foungs Supplied Window Detail 1:20 i
Manut. - - —— we
Colorbond Sheet Flashing Over Selected Tiles Over 290mm by | Site Address
Compressed FC Concrete Masonry Block Wail To 250x125 Hot Dipped Galv UB | Lot 2 No6
50x50 Dressed HW Battens @ 100mm Eng. Specs Hixed In AAW Eng. Specs ' Allambi Rise
Crs Fixed With Countersunk S/S Fuungs. 750x125 Hot Dipped Galv UB _ Suspended Conciete Slab Eng To Confirm Sives '
@ 600mm Crs Over 190mm Concrete Fed in AAW Eng. Specs To Eng. Specs ' -Little Cove-
Masonry Painted Black. pecs. Grouted 50mm Rebate To Slab
Eng. To Confirm Sizes 1 I
Concrete Masonry Block Walt ; : ‘ [ _ Plasterboard Ceiling Lining | These drawings remain copynght of MRA Design, and
To Eng. Specs. All Windows To Have Anodized — ' Fixed To Metal/Timber Ceiling Battens @ 450c | may not be used i part or in whole without wellen
* : pa
Frames & Piikington “EverGreen - - - ' 50mm Staintess Steel Disc Type Spacer | sent by the auth
Glass Installed. To Be in AW AS 1288 LN Foung For Glass | Consent by the aulbor
Me Vw i
50mm Stainless Steel Disc Type i Scale
Foung To UB Column lo Window i |
Manulactures Specs Workin
_ / . ; . ; ; ' Status 9 ga | Date 26/02/2009
Wall/Box Gutter Detail 41:20 Water Feature Detaii 1:20 Handrail Detail 1:20 40mm Anodized Aluminium Box Section t Drawings B:
Silicon Joined ' Drawn CH Checked By MR
i
200mm Suspended Concrete Slab Provide t
Drip Stnp To Underside Of Slab. Eng To , Project No Drawing No
Confira Sie:
| Job No 80f9
: |
Window Detail 1:20 | 2008/050 -C
|
| Plot Date 2510212009

 

 

 

 

 

Page 39

 

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