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08/1927 - Report for Detached House at 20 Grosvenor Terrace, Noosa Heads [As Published] · 132008.1927

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<.   GROSVENOR TERRACE (20). NOOSA HEADS – MATERIAL CHANGE OF USE –
     DETACHED HOUSE– 2008/1927 (GC)

     REPORT BY:             Glen Conforti – Technical Officer

     FILE:                  2008/1927

     APPLICANT:             Suncoast Building Approvals

     OWNER:                 Kenneth Yendell, Sylvana Scannapiego

     SITE:                  20 Grosvenor Terrace, Noosa Heads described as Lot 23 on SP
                            188268

     EXISTING USE:          Vacant Land

     AREA:                  1122m²

     LOCALITY:              Noosa Heads

     ZONE:                  Detached Housing

     APPLICABLE    SELF     Detached House Driveways Code
     ASSESSABLE CODES:

     OVERLAYS:

       Biodiversity:        Environmental Enhancement

       Heritage:            N/A

       Natural Hazards:     Medium Bushfire Hazard

       Natural Resources:   N/A

     PROPOSED               Detached House
     DEVELOPMENT:

     DEVELOPMENT                                                Development    Preliminary
     APPROVAL SOUGHT:                                           Permit         Approval

                            Material Change of Use               x

                            Building Works

                            Reconfigure a Lot

                            Operational Works

                            Plumbing & Drainage Works

     REFERRAL AGENCIES:     Nil

     RECEIVED:              12 November 2008

     INFO REQUEST           Sent:     11 December 2008      Received:   29 January 2009

     FEES PAID:             $685.00
Full text of the other 15 pages

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                                                                20   25           23        28

1     INTRODUCTION

1.1   PROPOSAL

This proposal is for a Detached House to be constructed at 20 Grosvenor Terrace, Noosa Heads
described as Lot 23 on SP 188263. The lot is located at the head of the cul-d-sac of Grosvenor
Terrace and has a 10 consistent slope from the N.E. corner to the S.W boundary. The majority of
the site is cleared, however a small portion of vegetation will be removed for the proposed
dwelling.

The Iconic Panel’s reference decision was to call up this application because the initial plans
indicated a proposed building height of 8.5m, which does not comply with The Noosa Plan’s height
requirement of 8m above the natural and finished ground level. In response to an information
request the building height has been reduced and now complies in this regard with The Noosa
Plan. However, the application is required, as the proposal does not comply with Acceptable
Solutions S15.1 of the Detached House Code in respect to the proposed triple garage.

An aerial photo of the subject site is attached – Attachment 1.

Page 3

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2      ASSESSMENT

2.1    DETACHED HOUSE CODE

The proposal complies with the acceptable solutions of the Detached House Code, apart from
provisions for streetscape and character, which is assessed as follows:

2.1.1 Streetscape & character – Garages, carports and other class 10a buildings

Garages carports and other class 10a buildings
O15 Within the Detached Housing, Semi-Attached S15.1 Within the Detached Housing, Semi-Attached
Housing, Attached Housing and Visitor Mixed Use Zones, Housing, Attached Housing and Visitor Mixed Use Zones,
garages and carports are designed and sited to visually garages, carports, and other class 10a buildings-
integrate with the dwelling unit and avoid dominating the a) have a front boundary setback of at least 6m; and
street by-                                                   b) garage doors that face the street and are visible from the
                                                             road frontage have a maximum width of 6m within any one
a) minimising the width of the garage or carport; and        plane, with additional garage doors setback an additional
b) minimising projection of the garage or carport forward of 1m from the frontage to break up the width of the garage
the main face of dwelling unit.                              façade.


The proposed garage and trailer storage does not comply with Acceptable Solution S15.1 of the
Detached House Code. The Code requires a 1m setback for the trailer storage area (3rd garage)
whereas the proposed additional trailer storage area is setback only 600mm from the 6m plane of
the main double garage door.

The garage and trailer storage has no common wall with the dwelling, however it is joined by an
enclosed walkway articulated at approximately 40 to the main dwelling, which complements the
triangular shape of the lot. The FFL of the garage building is 1.08m lower than the main dwelling,
which adds to the buildings visual interest. The additional 600mm setback to the wall of the trailer
storage is maintained in the roofline, which provides some further articulation.

The proposed dwelling, because of the cul-d-sac configuration, is not sited parallel to the street.
Therefore, the triple garage does not dominate the view from the street nor does the garage
protrude forward from the main dwelling towards the street.

Considering the garage building separation from the main dwelling, the lots triangular shape, the
garage roofline, different floor height and the 600mm setback from the main double garage door,
the garage building does not dominate the development or the visual amenity from the street and
therefore satisfies Specific Outcome O15 of the Detached House Code. The siting of the trailer
storage area is recommended to be supported.

2.2    NATURAL HAZARDS OVERLAY CODE – MEDIUM BUSHFIRE HAZARD

A Medium Bushfire Hazard area affects the site, however detached houses are exempt from
assessment against this code and reticulated water is available to the subject site.

2.3    BIODIVERSITY OVERLAY

The Environmental Enhancement Overlay affects the site, which triggers assessment against the
Biodiversity Overlay Code. However, the vegetation has been assessed with the Lot
Reconfiguration and Material Change of Use with the lots being considered building envelopes and
therefore negating the necessity for further assessment.

3      LAND DEVELOPMENT COMMENTS

The property is located at the end of a cul-d-sac at Grosvenor Terrace and was established via a
conditional Reconfiguration of a Lot (RoL) approval (23116DA).

Page 4

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The property is serviced by sewerage infrastructure located within the easement in the rear of the
property and by town water services located within Grosvenor Terrace at the property frontage.
The frontage of the site has flush kerb and channel and there are no existing accesses to the site.

Stormwater infrastructure is located within the Grosvenor Terrace road reserve on the opposite
side of the road to the property, however, existing overland stormwater flows from the property are
currently directed to a Rapid Infiltration Pit (RIP) that is located at the southern corner of the site.
The RIP was installed within the property as part of the RoL approval to capture and manage flows
from each individual property.

The application seeks approval to reduce the building setbacks to facilitate inclusion of an 11.497m
long garage. Relocation of the RIP is required within the subject property to make room for
construction of the garage. RPEQ advice was included with the application, which detailed
relocation requirements for the RIP to ensure its function is maintained.

It is also relevant to note that Condition 110 of the RoL approval states:

The absolute maximum grade for all access driveways is 1 in 5 (20%) and all driveways shall be
designed to transition from the frontage road to the finished level of the allotment within the 6 metre
building setback - to avoid long driveways that need to be either cut or filled in order to reach the
finished level of the allotment.

The application has demonstrated that the required driveway grades will be achieved.

3.1   CODES ASSESSED AGAINST

Land Development has assessed the application against the following codes from the Noosa Plan:

Use Codes

Detached House Code;

3.2   DISCUSSION

Officers have assessed the application and are satisfied that the proposal meets most of the
Specific Outcomes contained in the relevant Codes; however, some of these matters are
discussed in more detail in the following sections of this report.

3.2.1 Detached House Code

Officers were concerned that the applicant had not demonstrated satisfactory compliance with
Specific Outcomes O2 of the Detached House Code. These Specific Outcomes are discussed
here.

3.2.1.1 Specific Outcome O2
Buildings and other works are designed and sited to—
a) provide flood free access to premises and flood free habitable areas;
b) allow only minor, short term and infrequent flooding of non-habitable areas;
c) ensure the protection of persons and property in the event of a flood and power failure;
d) ensure drainage does not adversely impact upon other premises; and
e) ensure filling or excavation does not adversely impact upon other premises
by—
i. causing ponding of water on the site or nearby land; and
ii. increasing flooding, which adversely affects the safety or use
of any land upstream and downstream; and
iii. adversely affecting the flow of water in any overland flow path.

Page 5

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Land development officers are concerned that incorrect relocation of the RIP will affect the
drainage scheme for the site. The following condition is therefore recommended to ensure the pit is
relocated in accordance with the RPEQ specifications supplied with the application.

Prior to issue of Building Approval, the sites Rapid Infiltration Pit (RIP) must be demolished and a
new RIP constructed in strict accordance with the specifications detailed on the information request
response letter to Suncoast Building Approval from Steve Harrison of TATE Professional
Engineers Pty Ltd dated 19th January 2009.

An RPEQ must provide a signed letter to Council prior to issue of Building Works Approval to
certify that the RIP has been constructed in accordance with the response letter to Suncoast
Building Approval from Steve Harrison of TATE Professional Engineers Pty Ltd dated 19th January
2009.

4    BUILDING SERVICES COMMENTS

Building Services have no objects to the proposal.

5    CONCLUSION

It is concluded that the proposed development satisfies Specific Outcome O15 of the Detached
House Code and the provisions of The Noosa Plan and does not raise any significant engineering,
building or planning issues.

RECOMMENDATION

With regard to 2008/1927 (Suncoast Building Approvals) for a Material Change of Use for a
Detached House at 20 Grosvenor Terrace, Noosa Heads described as Lot 23, SP 188268, Council
recommend that the Iconic Panel approve the application and grant a Development Permit, subject
to the following conditions:-

1.   Development undertaken in accordance with this approval must generally comply with the
     approved plans of development. The approved plans prepared by Ausmar Homes are
     numbered, titled and dated:

      Plan       / Rev. Plan / Document Name                          Date
      Document No.

      Sheet 1 of 14     4      Site Plan – Ausmar Homes               15 January 2009

      Sheet 2 of 14     4      Ground    Floor   Plan   –   Ausmar 15 January 2009
                               Homes

      Sheet 3 of 14     4      Upper Floor Plan – Ausmar Homes        15 January 2009

      Sheet 4 of 14     4      Elevations – Ausmar Homes              15 January 2009

      Sheet 5 of 14     4      Elevations – Ausmar Homes              15 January 2009

      Sheet 13 of 14    4      Sections – Ausmar Homes                15 January 2009

     and as may be amended by these conditions.

2.   The development must be undertaken and operated in a manner that causes no detrimental
     effect upon the amenity of the neighbourhood by reason of the creation of excessive noise,
     lighting nuisance or other emissions.

Page 6

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3.    Earthworks required on site shall be carried out in accordance with Council’s Planning
      Scheme Policy PSP5 – Engineering Design Standards, so as not to cause the additional
      ponding of water on any adjoining lands or concentrate or direct overland flow on to an
      adjoining property.

4.    The building height shall not exceed 8.0 metres above the natural and finished ground levels.

5.    A verification survey of the building is to be carried out by a Licensed Surveyor and a
      certificate lodged with Council at completion of work confirming compliance with the
      maximum allowable building height as required by either the conditions of approval or the
      Planning Scheme.

6.    A minimum of 20% of the site shall be retained as soft landscaping.

7.    Existing trees on the site and within road reserves are to be retained, except where required
      to be removed due to building operations or the conduct of the approved use.

8.    All other vegetation shall be protected from interference resulting from clearing or
      construction activities by:

             Clearly marking vegetation to be retained with flagging tape;

             Installing protective fencing around the drip line of the vegetation;

             Stockpiling, storage and vehicle parking occurs in already cleared areas and does not
             cause interference with vegetation; and

             Low impact construction techniques are used around vegetation to minimise
             interference with the vegetation.

9.    Cleared vegetation is to be suitably processed by one of the following methods and removed
      from the site:-

             Processing through a woodchipper or shredder. The resulting mulch is to be
             stockpiled loose in heaps of less than 1000 cubic metres, less than 2.5 metres high
             with a minimum of 10 metres between edges of heaps.

             Disposal for firewood.

             Disposal for landscaping purposes.

             Transport to alternative site for breaking down materials provided that all necessary
             permits have been obtained to allow the alternate site to be used for this purpose.

             The Applicant is advised that other methods may be considered provided full details of
             the method are submitted.

             The applicant is advised that burning off is an unacceptable method of disposal.

10.   Security in the form of a cash bond or trading bank guarantee to the sum of $7,000 must be
      submitted, to secure performance of all conditions of this approval, prior to the issue of a
      Development Permit for building works. The cash bond or trading bank guarantee will be
      returned on performance of the conditions of approval less any costs incurred by Council in
      respect of enforcing performance of this permit.

11.   Buildings and structures (including swimming pools, sheds, tennis courts or outbuildings) are
      not constructed under overhead electricity transmission lines, or within any easements.

Page 7

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12.   All manholes, inspection pits and grates are to be raised to finished surface levels and kept
      free of cover and be visible at all times to ensure prompt access in case of emergency.

Relevant Period

The Development Permit for a material change of use lapses if the use has not happened by 5
March 2013, unless an application to extend the currency is approved by the Iconic Panel.

Land Development

13.   A vehicular access driveway to serve the site shall be constructed from the Grosvenor
      Terrace frontage of the site generally in accordance with Site Plan KSY Sheet 1 and 13 by
      Ausmar Homes dated 15 January 2009 except as modified herein.

14.   The driveway shall be designed and constructed to Council’s design standards and to grades
      that prevent vehicles from scraping and/or bottoming whilst also allowing pedestrians
      movements along the footpath without any step or level difference. Should any driveways be
      constructed to grades that do not comply with AS/NZS 2890.1-2004 Council will require that
      the driveway be removed and reconstructed to levels that do comply.

      Please note, a step between the driveway and the surrounding area shall be avoided, as it is
      preferred to have the footpath continue at a constant grade to minimise the potential for
      pedestrians to trip or fall.

15.   To ensure pedestrian safety between vehicles exiting the site and pedestrians on the
      property frontage, the driveway and any associated fencing or vegetation near the driveway
      shall comply with the minimum sight line requirements as defined in AS 2890.1, section
      3.2.4. The applicant shall demonstrate compliance by illustrating these sight lines on the
      plans submitted for Building Works approval.

16.   A Road/Footpath Permit shall be completed and submitted for the construction of the access
      driveway in accordance with Council’s Local Law No.8. If approval is given the driveway shall
      be constructed in accordance with Council’s standard drawings, which will be provided at
      time of approval.

Roof Water & Stormwater Drainage

17.   Prior to issue of Building Approval, the sites Rapid Infiltration Pit (RIP) must be demolished
      and a new RIP constructed in strict accordance with the specifications detailed on the
      information request response letter to Suncoast Building Approval from Steve Harrison of
      TATE Professional Engineers Pty Ltd dated 19th January 2009.

      An RPEQ must provide a signed letter to Council prior to issue of Building Works Approval to
      certify that the RIP has been constructed in accordance with the response letter to Suncoast
      Building Approval from Steve Harrison of TATE Professional Engineers Pty Ltd dated 19th
      January 2009.

18.   Roof runoff from any new dwelling shall be directed to a rainwater storage system or tank
      that is installed to ensure water from the rainwater storage system or tank is used for
      external uses (such as watering gardens, irrigation, ornamental ponds, water features,
      topping-up swimming pools, outdoor cleaning, etc) and for internal (ground floor) use in
      washing machine cold taps and toilet cisterns. All rainwater tanks are to be designed and
      installed in accordance with the Queensland Development Code (QDC) current at the time of
      building approval, and shall be part of the plumbing application for approval. The location
      and capacity of the tanks shall be clearly shown on the plans submitted for Building Works
      approval and any overflow shall be directed to Rapid Infiltration Pit located within the site.

Page 8

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      All stormwater drainage (including roof water overflow from the rainwater storage system)
      shall be collected and discharged so there is no net increase in stormwater runoff from the
      site. Stormwater drainage permitted to drain from the site shall be discharged to the Rapid
      Infiltration Pit within the site.

19.   All site stormwater drainage shall be by means of a gravity system.

Town Water Supply

20.   The site shall be connected to Council’s existing town water supply and be constructed in
      accordance with Council’s standards and requirements at no cost to Council.

21.   All water meters must be located outside the property boundary and in an easily assessable
      location to facilitate unhindered reading by Council and/or Council’s contracted water meter
      readers, and not behind fences or locked gates. In this regard approval of the water meter
      configuration and location must be obtained from Council’s Water & Sewerage Capital Works
      Manager prior to lodgement and approval of hydraulic drawings.

Service Easements (Sewer)

22.   No building or other structure shall be constructed or encroach over an easement.

Earthworks

23.   Earthworks carried out on site shall not affect the structural integrity of any of the existing
      structures that border the development site. Any affected structures shall be replaced prior
      to the Building Certifier issuing the Certificate of Classification. In this regard any structures
      to be replaced shall be clearly shown on the plans submitted for Building Works approval.

Erosion and Sediment Control

24.   Any person acting on this permit shall prevent erosion and sediment export from leaving the
      site. Site control measures such as silt fencing, controlled gravel access to the site and
      controlled disposal of waste, will be necessary.

      In this regard, plans detailing the methods of controlling erosion and sediment in accordance
      with the Healthy Waterways document and fact sheet series titled “Controlling Stormwater
      Pollution on your Building Site dated 2006” are required to be submitted with the application
      for a Building Works Permit.

General

25.   Any damage caused to any public utility during the course of construction shall be repaired to
      Council’s standards and at no cost to Council.

26.   Any alteration of any public utility or other facilities necessitated by the development of the
      land or associated construction works external to the site shall be at no cost to Council.

27.   The transportation of all materials to and from the site shall be undertaken in a manner such
      that no particle matter escapes onto a public road. All vehicles carrying materials either to or
      from the site shall be covered to prevent materials including dust being windblown from the
      vehicle.

FURTHER PERMITS REQUIRED

28.   Prior to the commencement of development, a Development Permit for Building Works must
      be obtained.

Page 9

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ADVICE FOR INFORMATION PURPOSES ONLY AND ARE NOT CONDITIONS OF
APPROVAL.

1.     The applicant is advised that this approval does not relate to sewer main setbacks within the
       site or adjacent to the site, as a Building Certifier will assess this during the Building
       Application process and after consultation with Council’s Water & Sewerage section. Should
       any Council sewer mains be affected as a result of non-compliance with this condition, the
       Building Certifier will be held personally liable. To this end, all Building Applications will need
       a site plan prepared & certified by a licensed surveyor clearly illustrating the exact location of
       any sewer mains and the ‘zone of influence’ of these mains.

2.     The site is identified as a Koala Living Area under the Nature Conservation (Koala)
       Conservation Plan 2006 and Management Program 2006-2016 and may contain koalas.
       The use of a Koala Spotter is encouraged in areas where koalas are likely to occur, prior to
       the removal of Angophora, Corymbia, Eucalyptus, Lophostemon and Melaleuca species.
       Further information can be obtained from the Environmental Protection Agency at
       <http://www.epa.qld.gov.au> or Ph. (07) 32278185.

3.     The applicant is advised that a Compliance Permit for all plumbing and drainage works within
       the boundaries of the development site shall be obtained from Council’s Plumbing Services
       Section prior to obtaining a Development Permit for Building Works.

4.     The requirements of the Environmental Protection Amendment Regulation (No. 2) 1999 and
       Local Law No. 12, prevents a builder or building contractor carrying out building work on a
       building site in a way that makes or causes audible noise to be made from the building work:-

       4.1.      On a Sunday or public holiday, at any time; or

       4.2.      On a Saturday or a business day, before 7.00am or after 6.30pm.

       A maximum penalty of $1,500 applies to an offence under this legislation.

5.     Prior to the commencement of the development, a plumbing assessment must be obtained
       from Noosa Council’s Plumbing Services Section in accordance with the Plumbing &
       Drainage Act 2002 (as applicable).

(Index Customer: Suncoast Building Approvals – Application: 2008/1927 (GC))

Directorates/Sections Consulted:
     Business                      Corporate Services     Community Services      X   Environ & Planning
     Aquatic Centre                Financial Services     Art Gallery             x   Building Services
     Building Certific.Group       Information Services   Community Dev.              Environmental Services
     Child Care Centre             Legal Services         Events                  x   Land Development
     Council Laboratory            Organisation           Environmental Health        Land Use
                                                                                  x
                                   Development
     Leisure Centre                Revenue Services       Library                     Plumbing Services
     Water & Sewerage                                     Public Order & Safety       Strategic Planning
                                                          Recreational Services
                                                          Respite Centre
                                                          Youth
     Works                         Human Resources        Exec. & Secretariat
     Design                                               Arts & Heritage Board
     Works Administration                                 Economic Board
     Works Operations                                     Environment Board
     Works Planning                                       Social Board
                                                          Tourism Board

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Page 14

 

1.5 ON ENGINEER
RAFTERS

  

SELECT Net. se1 Roo ATS

ON ENGINEER DESIGNED
RAFTERS

 

 

 

   

TO EXTERIOR WALLS.

“D | NORTH EAST ELEVATION

‘ALL-FDKONG AND FLASHING TO BE IN STRICT ADCORDANDE WITH THE
MANUFACTURERS DETAILS. WINDOW SIZES SHOWN ARE NOMINAL ONLY AND

S15

= KSY

SHEET fait

 

(ARE TO BE VERIFIED BY THE BUILDER ON SITE.
| MRK BMRS. S. YENDELL | ELEVATIONS
— | vor23 Grosvenor Tee |
NOOSA HEADS t

 

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i

 

 

il

a

TE MENSCRES TO TARE
PRECEDENCE OVER SCALE

 

 

 

 

 

 

 

Page 15

 

BATTERNS TO EXTERIOR:
5 ON ENGINEER DESIGNED
42u19 HV SLATS 18mm SPACINGS

WALS.
oo SET ETA. SHEET ROO AT

FC SHEET WATH TIMBER

asm,
S|

  

 

300 300
230220

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

_B) SOUTH WEST ELEVATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SELECT METAL SHEET ROOF AT

5 OM RAFTERS AS PER ROOFING:

‘LAYOUT PLAN

foe

‘SELECT METAL SHEET ROOF AT

1 ONENGINEER DESIGNED
TRUSSES:

  

 

 

 

i
=I 1

‘200x200 MIND TIMBER POSTS

ON GALV. STRRRUPS:

 

‘RENDERED & PANTED BLUE

‘SELECT RENDERED BLOCK
BUILDUP AS PER ENGINEER

‘BOARD TO EXTERIOR WALLS,

(A) SOUTH EAST ELEVATION

1

‘ALL FOQNG AND FLASHING TO BE IN STRICT ACCORDANCE WITH THE

WANUFACTURERS DETAILS. WINDOW SES SHOWN ARE NOMINAL ONLY AND

ARE TOBE VERIFIED BY THE BUILDER ON SITE.
as

 

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set

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~ | ELEVATIONS

MRK. & MES. S, YENDELL
| LOT 23 GROSVENOR TCE
NOOSA HEADS: |

| PROMECT CESCAPTION

 

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Page 16

 

 

 

 

SLAB AND FOOTINGS AS PER ENGINEERS DESIGN.

TERMITE PROTECTION AS FER THE BURLOING

A SECTIONA

 

 
 
  
  

   

SLAB AND FOOTINGS AS PER ENGINEERS DESIGN.
TERMITE PROTECTION AS PER THE BULOING

B SECTION B

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[Noosawmans |__| seer Bc 14

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08_1927 - Report for Detached House at 20 Grosvenor Terrace, Noosa Heads [As Published].pdf · 1.4 MB (small file)

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