20080490 - Decision Notice [As Published] · 112008.490

Page 2

Assessment Mangers Conditions:

General

Pursuant to the provisions of the Integrated Planning Act 1997 and the Building Act 1975 and
made thereunder, permission to undertake the building work as outlined above is subject to
the following conditions: -

1,

All works subject to this approval are to be completed, inclusive of satisfactory final
inspection and submission of all associated certificates and documentation, no later
than 2 years after the date of approval or this approval will lapse.

Should this approval lapse, a new Development Approval for Building Works will be
required prior to continuance of any assessable development or inspection and will be
subject to compliance with legislative amendments that may have occurred in the
interim period.

 

2. All conditions of this permit shall be complied with prior to the issue of a Form 21 -
Final Inspection Certificate.

3. Oncompletion, the building or structure may only be used for purposes pursuant to the
abovementioned Classification as defined by the Building Code of Australia.

4. The builder must ensure a notice of inspection is given to Noosa Building Certifiers
(Ph. 5442 4778) before proceeding past the following stages of construction. Please
note, a minimum of 48 Hours Notice is required for inspections: -

Mandatory Inspection Type [ Inspection to be undertaken by

 

Building General

 

Footing excavations (including pier holes) with
reinforcing steel in place, prior to the placement of
concrete.

A Registered Professional Engineer
of Queensland

 

Slabs, including suspended slabs, with formwork
and reinforcing steel in place prior to the placement
of concrete.

A Registered Professional Engineer
of Queensland

 

Masonry Block Work, with reinforcing steel in
place, prior to the placement of concrete block fill.

A Registered Professional Engineer
of Queensland

 

Framing, including structural members, tie-down
and bracing prior to the installation of linings.

A Registered Professional Engineer
of Queensland

 

 

Final, on completion of all works relating to this
approval. -

 

Noosa Building Certifiers

 

 

Inspections will be undertaken in accordance with the Guidelines for the Inspections of
Class 1 and 10 Buildings and Structures prepared by the Department of Local
Government and Planning (Qld) effective 14 November 2003.

You are reminded that work is not to proceed past a stage of mandatory inspection until
Noosa Building Certifiers or a competent person lawfully acting on our behalf has

given authority for it to do so.

Where inspections are to be undertaken by Registered Professional Engineer of
Queensland, Noosa Building Certifiers must be advised of the Name and Registration
Number of the person responsible for the inspection prior to the event and we reserve

Page 2 of 8

 

Page 3

the right of veto should we not be satisfied as to experience or qualification of the
proposed individual.

All building work shall comply with the provisions of the Building Act 1975 and shall
be in accordance with the approval documents including any amendments or conditions
shown in red.

Submission of a further application for approval of any proposed alteration or
modification of any drawing or specifications pertaining to this building approval.

A certified legible copy of the approved drawings and specifications is to be on the
building site, available for inspection by the Building Certifier at all times.

This Development Approval for Building Works does not incorporate the approval of
any sanitary drainage or plumbing works. Separate approval from Sunshine Coast
Regional Council Plumbing is required prior to commencing any such works.

Certificates/ Documentation

9.

Certification: - The following certificates of inspection and compliance are to be
submitted from a suitably qualified person prior to the issue of a Form 21 — Final
Inspection Certificate:

(a) Registered Professional Engineer of Queensland certificates of satisfactory
inspection of (1) Pool Steel, (2) Footings (including pier holes); (3) Floor Slabs
(including suspended slabs); (4) Masonry Block Work ;(5) Retaining Walls and
(6) Structural (framing bracing and tie down);

(b) Termite Barrier installation certificates;

(c) Truss Certificate and Layout;

(d) Pre Fabricated Frame Certificate and Layout (if applicable);

(e) Glass and window certificate;

(f) Shower screen safety glass installation certificate;

(g) Certificate for waterproofing application;

(h) Smoke alarms;

The Building Certifier may require additional certification / documentation under

certain circumstances. The applicant will be advised if this is a requirement as the need
arises,

Acceptability of certificates/documents is at the discretion of the Building Certifier,
acceptance of certificates is subject to the suitably qualified person being recognized as

competent prior to certification of the building element.

All certificates are to be submitted in the approved form (Form 16) or equivalent.

Local Authority Infrastructure

10.

li.

All services that may be affected by this construction shall be accurately located for
alignment and/or depth prior to commencement of works. Where sewer or stormwater
access chambers are located within the property they are to remain uncovered and
accessible during and after construction. Should difficulty arise in locating any service
please contact Sunshine Coast Regional Council Water & Sewerage.

This approval does not include water connection. In most instances a separate
application will be required from Sunshine Coast Regional Council Plumbing. .

Page 3 of 8

Page 4

Stormwater

12.

13.

Gutters and downpipes are to be provided in accordance with Part 3.5.2 of the Building
Code of Australia 2006.

Stormwater off roofed areas is to be collected and discharged to protect the building
and other property (including neighbouring allotments) from adverse effects. The
method of stormwater disposal shall be in accordance with Sunshine Coast Regional
Council requirements.

In general stormwater off roofed areas is to be collected and discharged as follows: -
(i) ‘Toa system of interallotment or subdivision drainage.

(ii) Where interallotment or subdivision drainage is not available the stormwater is
to be discharged via an underground pipe to the street channel;

(iii) Where grade does not permit the stormwater to be piped to a system of
interallotment or subdivision drainage or the street channel, it is to be discharged
- via an underground pipe with bubbler outlet or stormwater rubble pit located at
least 3.0 metres from the downstream side of building foundations and no closer
than 3.0 metres from any property boundary in a manner so as to cause minimum
inconvenience to adjoining property owners.

Surface water drainage is to be provided in accordance with Part 3.1.2 of the Building
Code of Australia 2006.

Surface water drainage shall protect the building and other property (including
neighbouring allotments) from adverse effects and shall not be channelled so as to
direct concentrated flow across a property boundary.

In general: -

(i) | The site shall fall away from the structure at a minimum grade of 1:20 for a
minimum distance of | metre from the perimeter of the building;

(ii) The finished slab heights of habitable slab on ground buildings must be not less
than 150mm above finished ground, or 100mm above sandy well drained areas,
or 50mm above paved or concreted areas than fall away from the structure at a
minimum grade of 1:20 for a minimum distance of | metre;

(iii) The ground beneath suspended floors must be graded so that the area beneath the
building is above adjacent external finished ground level and surface water is
prevented from ponding under the building.

Building —- General

14,

A Registered Professional Engineer of Queensland shall supervise all the work
contained within the Engineer's Certificate forming part of the approval documents or
as requested in the list of certificates and, at the completion of their designated
inspections sign and submit a "Certificate of Inspection" in the approved form.

Page 4 of 8

Page 5

15.

16.

17.

18.

19.

20.

Footing inspection certificates are to be submitted prior to the placement of concrete,
all other certificates are to be received and accepted by Noosa Building Certifiers prior
to the issue of a Form 21 — Final Inspection Certificate.

A termite barrier is to be installed to protect the building in accordance with AS
3660.1-2000. The applicant shall forward a certificate, issued by the licensed termite
barrier installer, verifying that the building has been treated for termites in accordance
with the requirements of AS 3660.1- 2000. The certificate must be lodged prior to the
issue of a Form 21 — Final Inspection Certificate.

In accordance with Part 3.1.3.2 of the Building Code of Australia 2006, two (2) durable
notices must be permanently fixed to the building in a prominent locations, such as the
meter box and kitchen cupboards or the like; advising-the building occupants of the
inspection and maintenance requirements of the installed system.

A truss/roof framing design certificate, calculations with tie down requirements and
layout plan issued by a licensed truss pre-fabricator are to be submitted prior to the
issue of a Form 21 — Final Inspection Certificate.

The truss layout and calculations with tie down requirements are to be submitted prior
to, or are to be available on site at the time of frame inspection.

All timber framing, including connection details, timber sizes, stress grades, tie-down
and bracing are to meet the minimum requirements AS 1684-1999 Residential Timber
Framing Code.

Where applicable, a design certificate issued by a licensed wall frame pre-fabricator
verifying compliance with requirements AS 1684-1999 in relation to timber sizes and
stress grades is to be submitted prior to the issue of a Form 21 — Final Inspection
Certificate.

The wall framing schedule and lintel layout are to be submitted prior to, or are to be
available on site at the time of frame inspection.

All glass installed in the building, including shower screens and glass pool fencing,
shall be in accordance with Part 3.6 of the Building Code of Australia 2006. A
certificate from the supplier stating that the provisions of AS 1288-1994 have been
satisfied is to be submitted prior to the issue of a Form 21 — Final Inspection
Certificate.

The masonry walls shall be constructed in accordance with Part 3.3 of the Building
Code of Australia 2006.

The proposed structure is to be sited strictly in accordance with the boundary
clearances, and separation distances shown on the approved plans. No part of the
structure, including footings, gutters, retaining walls etc, are to encroach beyond the
boundaries of the prescribed allotment. A set out certificate signed by a Licensed
Surveyor verifying setbacks from the prescribed property boundaries is to be submitted
prior to the placement of concrete for footings, all other certificates are to be received
and accepted by Noosa Building Certifiers prior to the issue of a Form 21 — Final
Inspection Certificate.

Page 5 of 8

Page 6

Building — Safe Movement and Access

21. Handrails and balustrades to stairways, ramps and perimeter of floors shall comply
with Part 3.9.2 of the Building Code of Australia 2006.

Building — Fire Safety

22. Hardwired smoke alarms are required to be installed in accordance with Part 3.7.2 of
the Building Code of Australia 2006. A certificate from a Licensed Electrician
certifying that the installations of the alarms are in accordance with AS 3786-1993 is to
be submitted prior to the issue of a Form 21 — Final Inspection Certificate.

Codes for Self Assessable Development

The following self-assessable codes apply to this application

(1) Schedule 1 of the Building Regulation 2006.

Further Development Approvals Required:

The owner/applicant are advised that the following additional development approvals are or
may be required separately as part of the approval process.

1. Nil
Concurrence Agencies Conditions:
Nil.
Rights of Appeal
You may appeal against any matter stated in this Decision Notice. The appeal must be started

within 20 business days (10 business days for building advice agencies), after the date this
notice is given. Extracts of your appeal rights under the IPA are attached.

     

Terry}Neller
ilding Certifier
Accreditation No: A921828

Page 6 of 8

Page 7

EXTRACT FROM THE INTEGRATED PLANNING ACT 1997

Appeals by Applicants
4.1.27
dd) An applicant for a development application may appeal to the court against any of the
following :-
(a) the refusal, or the refusal in part, of a development application;
(b) a matter stated in a development approval, including any condition applying
to the development, and the identification of a code under section 3.1.6,
(c) the decision to give a preliminary approval when a development permit was
applied for;
(d) the length of a currency period;
(e) a deemed refusal.

(2) An appeal under subsection (1) (a) to (d) must be started within 20 business days (the
“applicant’s appeal period”) after the day the decision notice or negotiated decision
notice is given to the applicant.

(3) An appeal under subsection (1) (e) may be started at any time after the last day a
decision on the matter should have been made.
4.2.9.

(1) An applicant for a development application may appeal to a tribunal against any of
the following :-

(a) the refusal, or the refusal in part, of a development application;
(b) a matter stated in a development approval, including any condition applying
to the development, but not including the identification of a code under

section 3.1.6, *

(c) the decision to give a preliminary approval when a development permit was
applied for;

(d) the length of a currency period;

(e) a deemed refusal.

(2) An appeal under subsection (1) (a) to (d) must be started within 20 business days (the
“applicant’s appeal period”) after the day the decision notice or negotiated decision
notice is given to the applicant.

(3) An appeal under subsection (1) (e) may be started at any time after the last day a
decision on the matter should have been made.

Appeal by advice agency
4.2.10.

(1) An advice agency may, within the limits of its jurisdiction, appeal to a tribunal about
the giving of a development approval if the development application involves code
assessment for the aspect of building work to be assessed against the Building Act
1975.

The appeal must be started within 10 business days after the day the decision notice
or negotiated decision notice is given to the advice agency.

Page 7 of 8

Page 8

 

ee
NOOSA

BUILDING CERTIFIERS

Inspections

Noosa Building Certifiers can only guarantee requested
inspections where bookings are made with a minimum of 48 hours
notice.

Inspection bookings after this time are subject to availability and
may be deferred to the next available vacancy or next available
day.

Alternately, you may use a Registered Professional Engineer of
Queensland for Footings, Slab and Frame Inspections subject to
Noosa Building Certifiers’ approval of the Engineer prior to the
inspection being undertaken, in such instances their inspection
certificates must be forwarded to Noosa Building Certifiers within 5
business days of the inspection.

Please note:

It is illegal for Noosa Building Certifiers to inspect or authorise
works to proceed prior to the issue of the Building Approval.

Please do not make this request - refusal often offends.

Don Grehan Tony N Neller Paul Riley

Page 8 of 8

Page 9

 

80.502 m - 27000'0"

 

252.308 m - Oo05'0"

 

S¥2}1TAI> DNICTING

 

 

 

 

  

vs uD 1

BTYICOV'ON 29

 

 

 

 

252.308 m - Oo05'0"

 

 

 

 

 

 

 

 

PROPERTY DESCRIPTION

LOT3 ONR.P. 218776

PARISH OF TUCHEKOI
COUNTY OF MARCH
LOCALITY - COOROY

AREA 2.031 ha

 

 

 

 

INDICATED POSITIONS OF PROPOSED AND/OR EXISTING BUILDINGS
ARE APPROXIMATE ONLY.

IF IN DOUBT OWNER TO OBTAIN IDENTIFICATION SURVEY, |
TO ACCURATELY LOCATE PROPERTY MARKINGS. a -

 

PLUMBING AND DRAINAGE WORKS TO BE
IN ACCORDANCE WITH SEWERAGE AND WATER SUPPLY
LAW AND COMPLY WITH AS 3500.

new roof water to existing
domestic system on site

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

N PROP'D EXTENSIONS
PROP'D DECK \
17500
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w=|-—-NEW 20000 LITRE SRORMWATER TANK:
PROP'D CARPORT ff ~ foo S
i Nes LPROP'D EXTENSIONS
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EXISTING RESIDENCE a]
60.502 m - 9000'0” —
os BLACK MOUNTAIN ROAD a 3
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yr sas NEW SEWERAGE TREATMENT PLANT TO BE INSTALLED pL!
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tnd OD DETAIL 10 SUIT EXISTING RESIDENCE AND PROPOSED EXTENSIONS }§
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BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR ee ee oo mewn donot scole any dimensions
184 GUMBOIL ROAD D JONES & D CLELLAND -
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——_4~—_F- f_ eat =A —:. ———
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CEILING SMOKE ALARMS

TO AS 3786/1985

TO BE INSTALLED TO
MANUFACTURERS SPECIFICATIONS

@

 

 

 

 

 

 

 

FLOOR PLAN at
© 4%3Y,
PROPOSED FLOOR AREA (m2)-22 o wen’
PROPOSED DECKS (m2)-57 Qa “o Seen)
PROPOSED CARPORT (m2)-36 “BR Beem
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COMPLETED FLOOR AREA (m2) - 250 (ArPReR, wo
EXISTING FLOOR AREA (m2) - 135 (NOT INCL EXIST CARPORT & WATER TANK) 4% 2, ae
2
Bo Gt
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BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR cence mist ry alleen sont cat «Spon
184 GUMBOIL ROAD -

TINBEERWAH
phone/fax O7 5447 7784

QBSANo 78055

 

D JONES & D CLELLAND

BLACK MOUNTAIN

AT No 575 BLACK MOUNTAIN ROAD

 

a+ SR tol ~

f date 18 FEB 2008

 

 

4

i : sheet 2 of 11

* DRAWING No 20708 - 22

scale 1= 100

 

 

 

 

 

 

 

Page 11

 

 

 

NEW STAIRS RISERS 175 mm
TREADS 250 mm
MAX SPACES 125 mm TO ALL GAPS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

    

 

 

 

 

 

 

 

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EXISTING AREA (m2) 31 PROPOSED FLOOR AREA (m2) G6
PROPOSED EXTENSION (m2) 18
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@® CEILING SMOKE ALARMS
TO BE INSTALLED TO . 2
MANUFACTURERS SPECIFICATIONS - an
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TINB LE Aitote— pe date 18 FEB 2008 __
phone/fax 07 5447 7784 AT No 575 BLACK MOUNTAIN ROAD a
| DRAWING No 20708 - 22
Q BSANo 78055 | COOROY sheet 3 of ll scale 1=100

 

 

 

 

 

 

 

 

 

 

Page 12

 

 

 

CARPORT ROOF TO MATCH MAIN ROOF

   
    

EXITING ROOF APPROX 25 o

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EXTERNAL CLADDING "SHADOW LINE” PANEL BOARD
EXTERNAL WALL BOARDS WITH REFLECTIVE FOIL
INSULATION UNDER.

I] WALKWAY

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PROP’D § DECK CARPORT
EXTEND
EXIST
WALKWAY
\ SO epee pea honey RETAINING WALL TO
o : oe 1800 HIGH
NAT GL
NAT GL
_ SOUTH ELEVATION CONCRETE FLOOR
GL RETAINING BASE WALL FOR NEW CONCRETE FLOOR

EXISTING RESIDENCE

a

b
>

    
 
   
   
   
   
   
      

METAL ROOFING TO MATCH EXISTING

EXISTING ROOF

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PROPOSED
CARPORT

WATER NK (EXIST)

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BRIAN (NL DEBRAND BRAFTING | PROPOSED EXTENSIONS FOR wrtwisecomnerenguet deret sete any doves

 

184 GUMBO. rae ne
D JONES & D CLELLAND
“oo SiNBEERWAH A Ave a ¢ date 18 FEB 2008

AT No 575 BLACK MOUNTAIN ROAD [See
phone/fax O07 47 7784 ° DRAWING No 20708 - 22

QBSANo 78055 BLACK MOUNTAIN sheet 4ofll  scalel-100

 

 

 

 

 

 

 

 

 

 

 

Page 13

 

NOTE - PROVIDE INTERMEDIATE CEILING BATTENS

125 X 5O (F14) RAFTERS
AT 900 CENTRES

~~

~~
~~

~~
ee
~~.

GAL DIAGONAL CROSS BRACING TO BE
PROVIDED TO RAFTERED ROOF

. 265 X 6B HYNEBEAM 17 €

LIVING ROOM

PART WALL TO BE REMOVED. | | EXTENSION

2400

TIMBER

EW T&
O MATCH EXISTING

N G
FLOOR TO M.

PROVIDE R 3 BLANKET INSULATION TO ROOF AREA

5.0° ROOF PITCH
~~, — SSS
~~ —

  

2195

COLORBOND METAL ROOFING ON

a

J

      

 

| 600 | PLASTERBOARD INTERNAL WALL AND CEILING LININGS \.

90 mm STUD WALL \
RAILING

\

TIMBER HAND RAILS AND BALLUSTRADES

9
9
Q TO COMPLY WITH AUST BUIDING CODE 3.9.2

METAL ROOFING BATTENS AT 900 CENTRES

PREFABRICATED TIMBER ROOF
TRUSSES AT 900 CENTRES

a
25,0° ROOF PITCH

  

 

 

ka 4

 

 

 

 

 

 

130 X 65 HYNE lo
FLOOR JOIST AT |

450 CRS - CANTILEVERED.
MAX 800 mm

FLOOR TO MATCH EXISTING

t
NEW COMPRESSED BOARD |

TT

ly SIE HW DECKING

jf 200, 175 X 50 (F14) ROOF BEAMS
MAX SPAN 2200

EXTERNAL CLADDING "SHADOW LINE" PANEL BOARD
EXTERNAL WALL BOARDS WITH REFLECTIVE FOIL
INSULATION UNDER.

2400

CONCRETE FLOOR TO
900 ABOVE GL

 

FIBRO-CEMENT SHEET couna

   
 

A
100 X 100 HW POSTS

PROPOSED CARPORT

 

CONCRETE FLOOR

 

 

 

 

300

BLOCK RETAINING WALL TO
STRUCTURAL ENGINEERS SPECIFICATIONS

 

 

SECTION A-A

 

TIE DOWN REQUIREMENTS -

ROOF BATTENS
METAL BATTENS TO MANUFACTURERS SPECIFICATIONS.

+ RAFTERS/TRUSSES

BO X 0.8 mm G.t. STRAPS
4/2.8 DIA NAILS EACH LEG.

TOP PLATES
12 mm DIA BOLTS WHERE INDICATED
ON BRACING PLAN. (50 X 50 X 3 mm WASHERS)
TIE DOWN AT 1800 MAX CENTRES
LAMINATED BEAMS.
12 mm DIA BOLTS EACH END.
VERANDAH PLATE
2/ Mi2 BOLTS.

 

75 X 75 GAL STEEL STUMPS

 

——

SECTION B-B

 

ALL EXTERNAL WALL STUDS

 

DESIGNED FOR WIND CLASSIFICATION N32 (REGION B) |

 

ALL CONSTRUCTION TO COMPLY WITH AS 1684 -1999 NOT NOTCHED.

AND THE BUILDING CODE OF AUSTRALIA.

 

RETAINING WALLS
CONCRETE FLOOR AND FOOTINGS
TO STRUCTRAL ENGINEERING DETAIL

WALL STUDS 90 X 35 (MGP 10 AT 450 CENTRES

TOP PLATES (UPPER FLOOR) 2/35 X 90 (MGP 10) % 2p ~ ey
BOTOM PLATES (UPPER FLOOR) 35 X 90 (MGP 10) oe o veap
3, EXO
Go AZ
2

(SUBJECT TO SOIL TEST)

 

 

 

   

SEE SUB FLO .
; FOR BEARERS A\ EJOISTS

 

r Co
_LINTEL AND JAMB SD SIZES
| SEE BRACING PLA SHEETS 9 & 1¢

 

 

 

 

 

BRIAN HILDEBRAND DRAFTING : PROPOSED EXTENSIONS FOR

contractor must verify all dimensions

on site before commencing work do not scale any dimensions

 

date 18 FEB 2008

 

 

184 GUMBOIL ROAD
TINBEERWAH _ DJONES & D CLELLAND
phone/fax 07 5447 7784 _ ATNo 575 BLACK MOUNTAIN ROAD
QBSANo 78055 | BLACK MOUNTAIN

t

DRAWING No 20708 - 22
sheet 5 of ll scale 1 = 50

 

 

 

 

4

 

 

 

Page 14

 

 

 

 

 

 

 

 

PROPOSED CARPORT

CONCRETE SLAB

 

 

 

 

 

WALKWAY/DECK,

HOUSE WALL

 

 

 

 

 

 

 

 

 

 

 

 

] = —= <_| NAT GL AT FRONT
J NAT GL AT FRONT ™~ aa |
Q “ae ™
| | a aN |
NAT GL AT BACK OF CARPORT 7 CONCRETE WATER TANK ~
| AND WATER TANK | | (PARTLY BELOW GROUND) ~ .

PROPOSED CARPORT FLOOR TO BE 450 |

LEVEL WITH TOP OF CONC WATER TANK. $—o 3

fact ah cle al ~U%

L, Bo,
LEVEL THEN SLOPES TO APPROX 1800 BELOW NORTH ELEVATION - DETAIL % 2 © ee
BELOW DECK LEVEL AT REAR. Qo “eo ee x
ey XO
ho 3 Vast
o% rd £0
$2 “4%
2A
a
BRIAN HILDEBRAND DRAFTING PROPOSED EXTENSIONS FOR conecten mest erty omenons donot scale any A ce
18 G iM OIL OAD we CO) ending worl io
4 GUMBOIL R D JONES & D CLELLAND _
TINBEERWAH Mo RpbLl. dote 18 FEB 2008 _
phone/fax O07 5447 7784 AT No 575 BLACK MOUNTAIN ROAD DRAWING Ne a 08 - 22
o 207 -
QBSANo 78055 BLACK MOUNTAIN sheet 6 of 11 scale 1-100

 

 

 

 

 

 

 

 

 

 

Page 15

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

; i |
yl
; |
—

 

 

 

EXISTING WALL |
17@75 BEARERS (EXIST) \

\ |

 

 

 

|
I
|
—\

—ll

 

|
|

|
|
|
|
|
|
|

a AT 450 CRS

 

 

 

 

 

 

 

 

EXISTIG ROOF LINE |

 

 

 

 

 

i| Ht

125 X 50 (F14) JOISTS | |

AT 450 CRS b
NEW FLOOR TO MATCH EXISTING NL
bs

125 X 5O (F14) JOISTS
NEW TIMBER STUD WALL
| (NON LOAD BEARING) TO

i UNDER SIDE OF EXISTING ROOF +

| | oe. X 100 HW POSTS TO BE
| REPLACED WITH TIMBER J
| “ FRAMED WALL EXISTING WALL

EXIST 200 DEEP JOISTS 200 X 50 (F14) JOISTS

 

 

 

 

IH

 

 

 

200 X 50 (F14) JOISTS

 

 

NEW FLOOR TO MATCH EXISTING | |

AT 450 CRS ce —

 

 

LOFT BATH ROOM SECTIONAL DETAIL

 

 

 

 

WA AT 450 CRS

EXISTING DECK TO BE REMOVED
AND NEW FLOOR INSTALLED TO
MATCH EXISTING

 

 

sal al
—lL i _
EXIST 175 X 75 BEARERS (EXIST)
2 JOISTS AT END |

 

 

 

 

  

NEW TIMBER STUD WALL
(NON LOAD BEARING) TO
UNDER SIDE OF EXISTING ROOF

 

 

 

 

|_| or LOFT SUB FLOOR _ . at
4, %
SECTION D-D (1= 50) a es
7 HD
C2, +40
=o % $s
2% ee
Bo 2. fet
3 eS
Ley
BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR ohn nnonnen de not scale any dimensions |
184 GUMBOIL ROAD D JONES & D CLELLAND -_
TINBEERWAH oe Chloe Cf date 18 FEB 2008 __
phone/fax 07 5447 7784 AT No 575 BLACK MOUNTAIN ROAD |-—— = DRAWIN GN 307 0B. 22
QB SANo 78055 | BLACK MOUNTAIN sheet 7ofll ° scale 1+100

 

 

 

 

 

 

 

 

 

Page 16

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

LINTEL 90 X 45 (F17) |
JAMB STUDS 2/90 X 35 (MGP 10) \ =.
N, &
| Tecopy sam NC Teco sem! || &
los . s + 7 er a OOKKOT | Q
| \ 2 7 | T 2100 2100 8
i ¢-—— + ¢ — ~
| is | i | EQ |
ls ; B | Oa
| BSUS TR TT TT TTT TTT = | 4 g »
‘ t a . / Z x g
rr + Ope eee + OHH |! ge
\ 265 X 65 HYNEBEAM 17C ig i 265 X 65 HYNEBEAM 17C B 6: ie
“= { LAMINATED ROOF BEAM | LAMINATED ROOF BEAM go! ws
foo Nee | \ l gl 2! 25 :
fr I
Ka ace DECK | honor ( ee (ie Dour 8 i
| | fvoc7s | DIRECTIONA = <>
| CROCS BRACING | i ADD'L BRACING REQUIRED > 5 kN
eee ee af ee ee SS ADD'L BRACING PROVIDED > 16.6 kN
¥ . i - :
| CROSS BRACING SE ep RY n DIRECTION B.
| BETWEEN POST: | \ Al | ADD'L BRACING REQUIRED N/A
| | | ADD'L BRACING PROVIDED > 11.2 kN
] |
|
| |) Ss
t Q
| | | ; PN | %
CARPORT |p Ms =
\ | | Z i | > 9
| ] |! g |) ex
| | 8 x1 £8
| | | | ig =
| |
| | | ° == ; neon! x8
OO - 5.6 KN
~___— Be ws _ T =< wee Pe 200 Ply Oe EN He
CROSS BRACING ‘ \ 2<
BETWEEN POSTS p o a 0 a a4
j
< INDICATES 12 mm DIA TIE-DOWN AND BRACING WALL BOLTS MAIN FLOOR PLAN
XX8XKX INDICATES BRACING WALL PANELS.
See he reucteD wo pone? PLAN-TIE DOWN & BRACING WALLS.
6.4 kN/m RESISTANCE (WITH END RODS)
NAILED AT 150 CRS TO TOP & BOTTOM PLATE
AND AT VERTICAL EDGES AND HORIZONTAL JOINTS.
AS PER A S 1684.2 - 1999
BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR wcbcoeconenengnet de nt scale are donensons
184 GUMBOIL ROAD
TINBEERWAH D JONES & D CLELLAND Ze - a)
LM be As date IBFEBZ008
phone/fax O7 5447 7784 AT No 575 BLACK MOUNTAIN ROAD DRAWING No 20708 - 22
'o -
QBSANo 78055 BLACK MOUNTAIN sheet & of 11 scale1=100

 

 

 

 

 

 

 

 

 

Page 17

 

LINTEL 2/140 x 45 (F17)

JAMB STUDS 2/80 X 35 (MGP 10)

 

1500 ply - 9.6 kN 800 ply - 5.6 kN

m-

           

2400
$e

200 ply - 5.6 kN

DIRECTION A —_—__>
ADD'L BRACING REQUIRED N/A
ADD'L BRACING PROVIDED > 5.6 kN
| DIRECTION B.

ADD'L BRACING REQUIRED N/A
y ADD'L BRACING PROVIDED > 5.6 kN

900 ply - 5.G kN

   

EXISTING
UTILITY ROOM

 
    

200 ply - 5.G kN

900 ply - 3.6 kN

LOFT FLOOR PLAN

LOWER FLOOR FLAN

DIRECTION A —_>
ADD'L BRACING REQUIRED > 11.5 kN
ADD'L BRACING PROVIDED > 15.2 kN

| DIRECTION B.

 

s INDICATES 12 mm DIA TIE-DOWN AND BRACING WALL BOLTS

 

ADD'L BRACING REQUIRED N/A

ADDL BRACING PROVIDED > 1.2 kN XEXXKX INDICATES BRACING WALL PANELS.
STRUCTURAL PLY BRACING WALLS
TO BE CONSTRUCTED TO PROVIDE
6.4 kNim RESISTANCE (WITH END RODS)
NAILED AT 150 CRS TO TOP & BOTTOM PLATE
AND AT VERTICAL EDGES AND HORIZONTAL JOINTS.
AS PER A S 1684.2 - 1999

PLAN-TIE DOWN & BRACING WALLS.

 

 

 

 

 

 

 

 

 

 

 

BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR Son et erty ah imersions do nt sate amy de Eratons
184 GUMBOIL ROAD la _
D JONES & D CLELLAND
TINBEERWAH A neece date 18 FEB 2008
phone/fax 07 5447 7784 AT No 575 BLACK MOUNTAIN ROAD |= = 08 = oe —_o
QBSANo78055_| BLACK MOAUNTAIN OA en zen ls 100

 

 

 

 

 

 

 

 

 

Page 18

 

POST TO SUPPORT LAM ROOF BEAM

 

 

 

 

Polo
Ito

POSTS TO SUPPORT ROOF BEAM

175 X 50 (F14) BEARER

aa

RETAINING BASE WALL UNDER

&

 

Paet od bed te te dt tet dt ted
Pitt tit t tt tte dba
8°
Bfb barrett t itr itt e@
TT L160 I yl! | 1+" “POSTS TO U/S DECK BEARER
le ahd le
a er POST TO SUPPORT LAM ROOF BEAM
Peet gd tb tb tt bdo tot tt
i i | WexXsO Fa | tity
| | SPISTS ALAS crs | | | 1 to
i | INEWDEcK } fol lof 1g!
| | f bel to
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1 | rt dt to
{ | | {|

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bdt tl
feof ft ft | t, |
175 X 8O (F14) BEARER

 

TIMBER DECK - SUB FLOOR PLAN

125 X SO (F14) BEARER
CONTINUOUS OVER 2 SPANS

¢-——

130 X 65 HYNE LGL

2000
———+
a)

 

 

 

EXISTING ROOMS

 

 

 

 

 

 

 

 

FLOOR JOIST AT
450 CRS - CANTILEVERED
2106 2106 WAX 900 mn
T
—FTIIPE Mt gira er Ne 4
| BE ked¢444qqah,>4
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| NEWS qpmlwatlunoeR |} |
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a dass ss

 

 

\ EXISTING FLOOR
\ (LIVING AREA)

 

 

 

 

 

 

MAIN FLOOR - SUB FLOOR PLAN

LOWER FLOOR - SUB FLOOR PLAN

 

 

 

BRIAN HILDEBRAND DRAFTING
184 GUMBOIL ROAD
TINBEERWAH
| Phone/fax 07 54477784

| QBSANo 78055

PROPOSED EXTENSIONS FOR
D JONES & D CLELLAND

 

BLACK MOUNTAIN

contractor must verify all dimensions

on site before Commencing work

 

AT No 575 BLACK MOUNTAIN ROAD

 

 

 

DRAWING No 20708 - 22

sheet 10 of Il scale 1-100

 

 

 

 

 

 

 

 

Page 19

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

P TF >> oot OTT TT i TT TTT eT 4
| | DECK |
| ~
| |
| EXISTING STUDY EXISTING STUDY |
| |
|
| of = i 1
eS = << lT = aA
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loi bo |
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L_ == —_ ee eee ee _ ee sea __)
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LOWER FLOOR PLAN (49 m2) _

 

 

 

 

 

  
  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| —=—T SS las oC uo ql
DECK
[p_j2asa Sac ees SSeS Ses SSeee yt
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| wT | |
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| CARPORT | aa
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bas|@ |
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It LOFT (38 m2)
WATER TANK shr a | Sn
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BATH RM | |
tub |
' 7
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2 |
3 T
nan

 

MAIN FLOOR PLAN (162 m2) _

 

EXISTING FLOOR PLANS

 

 

 

 

 

 

 

 

7 a
BRIAN HILDEBRAND DRAFTING | PROPOSED EXTENSIONS FOR eomtciccmecnewen denotseae any diners
184 GUMBOIL ROAD
TINBEERWAH D JONES & D CLELLAND o hiée. date 18 FEB 2008
phone/tax 07 5447 7784 AT No 575 BLACK MOUNTAIN ROAD | RAWIN GNo20708.22..
QBSANoe 78055 BLACK MOUNTAIN pee’ Ll of 1 ° 20708 ook 2

 

 

 

 

 

 

 

 

 

 

Page 20

Desigqn-tn-Hyne v5 Hyne & Son Pty Ltd Compliance Report
Job Number:

Job Description: 535 BLACK MOUNTAIN RD BLACK MOUNTAIN
Run by: on 21/02/2008, at 7:53:47 AM Phone:

This design was carried out using AS1684.1-1999 as the preferred code for design of this domestic building element.

Section RB2, Intermediate Beam Design
Use preferred section size 260x65 HYNEBEAM 17C from Hyne & Son Pty Ltd

DIMENSIONAL DETAILS:
Span type is Single Span for an overall length of 6.3 metres
Supported rafter/truss spacing is 0.9 metres, and a roof load width of 3 metres

DESIGN DETAILS:

Roofing material of Sheet (20) Ceiling material of 10mm P'Board (12)

Roof pitch of 15 deg

Wind Classification for this project is N3 Design ultimate wind pressure is 1.500 kPa
Temperature Factor (K6) = 1.00 Design serviceability wind pressure is 0.614kPa
CERTIFICATION:

| hereby certify that above nominated section size has been designed applying the accepted principles of
structural mechanics in accordance with the relevant building codes and industry standards as stated below:

AS/NZS 1170 Part 0: Structural design actions - General Principles 2002
Part 1: Structural design actions - Permanent, imposed and other actions 2002
Part 2: Structural design actions - Wind actions - 2002

AS 1684 Residential Timber Framed Construction - 1999

AS 1720 Timber Structures - Part 1: Design - 1997

AS 4055 Wind Loads for Housing - 1992

GLTAA Industry recommendations from the GLTAA - “Unified Design Criteria"

The design actions, methods, assumptions and other criteria used in this structural design

are precedent upon AS1684, in preference to other Standards listed above, where AS1684 is the
relevant design code, and all criteria satisfies the design limitations of AS1684.

Please note that this particular design was done with non-AS1684 deflection limits.

The nominated section size has been designed for the !oading and dimensional data stated above.
Hyne & Son Pty Ltd and Hunt Robinson Pty Ltd cannot accept liability for loss or damage, either
direct or consequential, arising from the use of this product in an application not consistent

with the input data.

‘
HUNT ROBINSON Consulting Engineers Checked by: LO Abele Come
for

Stephen J Hunt BE(Civil)
(MIEAust #368737), (NPER),

(RPEQ #3731) Date Checked: ...f (a7. / 200k...

Page 21

Design-In-Hyne v5 Hyne & Son Pty Ltd Compliance Report

Job Number:

Job Description:

Run by: on 19/02/2008, at 2:05:15 AM Phone:

This design was carried out using AS1684. 1-1999 as the preferred code for design of this domestic building element.

Section FJ1, Floor Joist Design
Use preferred section size 130x65 Hyne LGL from Hyne & Son Pty Ltd

DIMENSIONAL DETAILS:

Span type is Single Span with Cantilever for an overall length of 3 metres
Single span of 2.1m, and Right Cantilever of 0.9m

Floor Joist spacing is 0.45metre centres

DESIGN DETAILS:

Flooring material of Particle Board (30) Ceiling material of 10mm P'Board (12)

Floor live toad of 1.5kPa for strength Floor live load of 1.5kPa for deflection

Concentrated load of 1.8kN for strength and deflection Member checked for standard AS1684 dynamics criteria
CERTIFICATION:

| hereby certify that above nominated section size has been designed applying the accepted principles of
structural mechanics in accordance with the relevant building codes and industry standards as stated below:

@ AS/NZS 1170 Part 0: Structural design actions - General Principles 2002
Part 4: Structural design actions - Permanent, imposed and other actions 2002
Part 2: Structural design actions - Wind actions - 2002

AS 1684 Residential Timber Framed Construction - 1999

AS 1720 Timber Structures - Part 1: Design - 1997

AS 4055 Wind Loads for Housing - 1992

GLTAA Industry recommendations from the GLTAA - "Unified Design Criteria"

The design actions, methods, assumptions and other criteria used in this structural design

are precedent upon AS1684, in preference to other Standards listed above, where AS1684 is the
relevant design code, and all criteria satisfies the design limitations of AS1684.

Please note that this particular design was done with non-AS1684 deflection limits.

The nominated section size has been designed for the loading and dimensional data stated above.
Hyne & Son Pty Ltd and Hunt Robinson Pty Ltd cannot accept liability for loss or damage, either
direct or consequential, arising from the use of this product in an application not consistent
with the input data.

t

Le
HUNT ROBINSON Consulting Engineers Checked by: 2 Vk hak...
Stephen J Hunt BE(Civil) for

(MIEAust #368737), (NPER), .
© (RPEQ #3731) Date Checked: LL AL 200k, secsseseee

 

Page 22

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

  

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

           

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

a: :
Foundation Design Report
— g p TE® 1 TEST SITE TEST SITE 3 ,
Date: Friday 14 March 2008 : proun d TEST SI €2 * {
Project Job Number: 90775 D t c
Site Address : 575 Black Mountain Road, Ridgewood ¢ Nal PP ¢ Nay pp . Wa) PP
Local Authority : Noosa Shire Council z SANDY GRAVELLY SILTY CLAY
. it . 4 (Brown)
Site Classification Class M 3 Moist & Stiff
(at time of Soil Test) : a 4 GRAVELLY SILTY CLAY
The site classification is based upon drainage and tree Issues being addressed by the installation of adequate on site drainage | 4 [100 Crane vw
measures and the installation of root barriers as outlined in Section 2.0 of the STA Alliance Reference Guides. q 5 ist ,
However 200mm of fill was encountered in bore hole 2. This report does not cover slope stability. If this is required, it is recommended that an independent 4 Moist & Stiff
iss be carried out bya qualified Geotechnical Engineer specialising in this area. 4 |120 : ot
‘ Site Details ' Proposed Building Design Details Proposed Site Preparation Details 1.0 4 ; ‘ mm
at time of soiltest (supplied by our cient) (stipulated by our client) um 4 - aTHER
Vegetation: Grass Double Storey / Extension 4 130 } 6 y470 ew WEARS ROCK
Slope: Gentle to Steep Block Minimal 3 ° 2.8 Weal
i 4 3 Just Moist & Weak’
Drainage: Poor to Good Concrete 120 3 1100 On
___'_ Site preparation 1.5 ° NOX °.
The construction pad is to be cleared of vegetation and loose material. The pad is to be prepared in accordance with the proposed site preparation details . % Ro
as indicated to Soiltest Australia Engineering Services Pty Ltd (i.e. Cur/fill, total cut etc.) If any trees are removed from the building pad area, the voids UTP Sy 4
created by their removal, must be excavated, backfilled and compacted with suitable material. _ NM Xe,
(Yellow)y, 0.
Edge Beam Slab and Pad Footings Just Moist Weg
; . fmbedment 2.0m Go
Founding Material Depth ¢
Edge Beam and Slab : Natural Stiff Gravelly Silty Clay 200mm
Pad Footings for Posts & Point Loads : Natural Stiff Gravelly Silty Clay 200mm (Yellow)
ellow,

[ Minimum Depth of Pad Footings : | 750mm _ i 2.54 Just Molst & Moderatley Strong
Where the depth to suitable founding material is significant, excavated or drilled piers can be adopted. Where the length of drilled footing piers exceeds ENO
1500mm, they are to be reinforced with 4/N12 bars tied to an R6 spiral @ 150mm pitch or equivalent & tied into the Edge Beam Footing cage. FILL - Sandy Gravelly Slity Clay Mix
Alternatively an equivalent pre-fabricated steel cage may be adopted. Footing depth may be reduced where refusal on shallow rock is encountered, Y y
providing bracing and tie-down requirements are not adversely affected. When the required bracing and tie-down requirements are not attained rock (Brown) .
anchors must be utilised. Note; Pad footing depth and/or diameter is also subject to bracing and tie-down requirements. 3.0m Moist & Partially Compacted
The depth of the edge beam may be reduced where refusal on shallow rock, on a rock boulder or partially over a small rock outcrop is encountered. Laboratory Test Results Site Sketch (Not to Scale )

Where this depth is less than 400mm, top steel, comer bars and starter bars may be deleted. Note; Before the beam depth becomes less than 400mm,
top steel is to be lapped 500mm with the bottom steel. {tis also required that a minimum edge beam depth of 200mm must be maintained at all times. It Sample Location: BH#2
is also recommended that the walls are articulated at the start and end of the rock outcrop. ”
Masonry Articulation Depth of Sample:- 1200 mm Yi
—— . titi)
All masonry walls, except retaining wails, require full height (footings to eaves) articulation @ 5 metre spacings (maximum) regardless of comers. Refer tif
Technical Note 61 produced by the Cement and Concrete Association for details. Liquid Limit:- 45 % Yi
‘ . WY hy
Certification of Soils and Design Report - Obligations of Builder and Home Owner/Occu ies Linear Shrinkage: 44.0 % YY, dg
ane Performance of the footings and stab or both is largely depended upon a responsible approach by the builder and owner/occupier towards vegetation : V7
ite drainage. .
THE DESIGN DOCUMENTATION REFERENCE GUIDE VERSION 6002 2.1. Y's Value:- 34mm
1. Is part of this Foundation Design Report and this Foundation Design Report cannot be relied on without it;
>. Must be read and understood by the builder; : Iss:- 3.0 %
. ntains requirements and recommendations, and all requirements and recommendations must be complied with by the builder;
THE HOME OWNER'S REFERENCE GUIDE VERSION 6002 1.1. Y's Vatue:- 34mm
4. Is part of this Foundation Design Report for the use of the homeowner/occupier; z
2. Must be tead and understand where appropriate by the homeowner/occupier, 5 e ®
3. Contains requirements and recommendations, and all requirements and recommendations must be complied with by the homeowner/occupier; Y's Range = 5 Z
& <c
Where there is ANY FAILURE of the builder or homeowner/occupier to comply with the above obligations then the RESPONSIBILITY for ANY FAILURE 2 & £
rests with the builder or homeowner/occupier. ", £ aft < 5
Y's Range:- 30 to 40 mm a x 3
Qa +t
< x s
Terms 8
as <
0.C.P.:- Dynamic Cone Penetrometer =~ |
Angélo fancu N'q: Allowable Bearing Capacity (kPa)
B.Sc., (Civi PP:- Pocket Penetrometer Strength (kPa) 575 BLACK MOUNTAIN ROAD RIDGEWOOD
c., (Civi 4425
U.T.P:- Unable to Penetrate
—> Stope Direction
Page f of 5 Test Methods: AS1289 3.1.2 (liquid limit), 3.4. 1(linear shrinkage), 7.1.1(shrink-swell)
Design Company Builder Builders Client
SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD STA Diane Jones & Don Cielland NIA
Suite 1, 848 Boundary Rd, Richlands, Qld, 4077

 

 

575 Black Mountain Road, Cooroy Qld 4563 Ctient Order Number: N/A
ACN 109 233 123 Fax (07) 33759299 Ph. 3363 8181 ALLIANCE ;

 

 

 

Page 23

 

Project Job No. 90775

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Proposed Bathroom
Extension
on Timber Floor

 

 

 

 

 

 

 

 

 

Comer Bars
Required
: Edge Beam Connection
a o y
mn Existing Deck
1 iC
Slab Fabric ced RE
EP. NE
F«q— Slab Edge Connection
Rea ATE: E Existing Dwelling
Stab ag
Ly Thickenings E
Retaining Wal! E
Footing Cc
b E
@ =
Existing Deck
o.
w eo
B g
450 Diameter
Pad Footings
Existing Water Tank
q
Q Qi
Stab Fabric %
35 Bottom Cover = 2 ZY
(Hf Fit! Uncompacted) %
N Z
q y
Prob: iy Rea dH <R Zé “4
robably Required Here LLOEL CULL TL OT PPE PLL PTA!
I Fil Uncompactee) ees MIME Ufleislideiiiiie
%
S
i 4 g
%
Retaining Wall g
Footing ma %
%

 

 

 

 

 

 

 

 

Column
Locations

SLAB PIERS

FOOTING PIERS.

Shaded areas of the edge beam indicate where bulk or drilled piers will Stab Mesh, 35 Bottom
probably be required. Piers mus! be located at comers of the edge beam Cover In Fill Areas
where applicable, including "." intersections and bay-windows. \

SS

Ey 7
K-

Slab thickenings must be plac

  

 

 

 

 

ao

1200x1200 Piece Of Slab
Fabric, 35 Top Cover

 

350mm

bg —— 2.0m pig — 2.0m —>}

 

Page 2 of 5

mA
Edge Beam Slab Thickenin

Starter [email protected] ch
a [email protected] cle Stab Fabric

 

400mm Thick Slab

 

    

 

 

 

 

 

~K~ .
I —==
300 ; Ci ted Fill
| \ | ‘ompacted Fil 1 i
Fe \ ews Si
{—. Vapour Barrier i Note: Bar chairs @ 800mm crs, Required Lap
400 \ Beddin: \ RG Ligatures @ $00mm Ctrs. Of two squares
| 9 Trench Mesh stab Mesh, Top 20mm Cover
¥ *-*"—-* | Starter Bar Sand Trench Mesh, Cover 40mm Cover
1
i 3004

Stepping Strip Fosting N12 Corner Bars

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

» sf F
Step < 200mm. Trench Mesh / Cage
se agjl|,Code - M8
| Require a lap of soortin’’ 8 Ves.
™. around outside comers Of , +),
footing reinforcement, 7
e 6
Mo %
Sry &
467 O 0
Hor ¢ 7, ™%
: MY v
Steel Reinforcement Product Code Sa Moy Steel Strength
‘4 ax we
Slab Fabric SL82 “A76500 Grade
Sr
Edge Beam & Thickening Reinforcement 3L12 TM 500 Grade
Reinforcement Bars & Starter Bars N12 Bar 500 Grade
Concrete Strength 20MPa
Note* Footing & Slab must be vibrated.

 

 

 

 

* Trench Mesh and steel reinforcement must have a minimum 500mm lap.
* All bottom steel must have 40mm bottom cover.

WIND CLASSIFICATION

An authorised representative of Soiltest Australia Engineering Services Pty Ltd has
visited the above site and classified the area by using AS
| 4055-1992. -

       
       

  

      

WIND LOADING ASSESSMENT Classification

ony”

Not Requested

 

 

 

 

Design Company

SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD
Suite 1, 848 Boundary Rd, Richlands, Qld, 4077

ACN 109 233 123 Fax (07) 33759299 Ph. 3363 8181

STA

ALLIANCE

 

Builder
Diane Jones & Don Cieliand
575 Black Mountain Road, Cooroy Qld 4563

Builders Client
NIA

Client Order Number: N/A

 

 

 

Page 24

 

Project Job No. 90775

 

 

 

 

 

 

 

 

 

 

 

 

 

Slab as per
Report
Knock Out. ——~
Block
1800
(Max) NOTE:
Py Conrete is to be vibrated
Trodded into block cavity.
Reinforcement Bars
(Refer Table) aa ey
=] 4%

 

 

 

3 Barl11 Trench Mesh
Top and Bottom

 

 

: ‘ 500Min.
: ' Embedment
600 t !

aes Starter
Bar

ke 0 >

 

 

 

Wall Height Reinforcement

0 to 600 mm a N12's @ 1000 mm Ctrs. Vertical

 

N12's' @.400 mm Ctrs.

600 fo (300 mm Vertical and Horizontal

 

N16's @ 400 mm Ctrs.

7200 to 1800 mm Vertical and Horizontal

 

 

 

 

tes:
+ Excavation shall be taken into natural material with min. allowabie bearing capacity of 150 KPa.
- All excavations shall be finished cleaned & horizontal.
+ The builder shail place retaining wall toe into specified founding material.
+ Retaining wall is not to be back for a min. af 1 week after concrete core filling.
~ All cores to be infilled with concrete grout - 20 Mpa minimum. Concrete is to be vibrated/rodded into brick cavity.

 

 

 

- Surface is to be clean of dirt, oil, wax or other loose matter. All holes and surface defects to be made good. Joints in blockwork / brickwork to De flush.
- Apply full brush coal of neofiex as supplied by chemical industries or other equal product to all corners, around penetrations ete. and allowed to dry.

+ Apply full brush coat of neotlex to all vertical and horizonta! walt direct from the can as recommended by the manufacturer.

+ Protect the coated wall surface with ‘protect board" or simitar to prevent damage to the membrane during backfilling.

Page 3 of 5

Edge Beam Footing Connection

New Section of Footing

 

 

 

 

 

 

 

 

 

 

 

 

 

200 400
|
oe
eT)
Existing é
Footing
ae
wT
\
V
2xN12 Bars (Top & Bottom) dowelled Fabricated Cage

into existing footings

Slab Edge Connection

 

 

 

  

 

 

 

Ableflex or Existing
Similar Slab
cate nanee eee ssteeeee sees e °
Footings and Slab .
as per Page 5 re Existing
oa Footings

 

 

 

 

Slab Edge Connection

 

Dowell Bars Y12 @ 300 Ctrs.

 

 

le 150 —>| |
EXISTING SLAB y. NEW SLAB

h100 mm
150mm
300

 

 

 

 

 

 

 

Edge Beam

Existing Foofag—
9 Reinforcement

 

 

 

 

 

 

Design Company Builder
SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD SIA Diane Jones & Don Cielland

Suite 1, 848 Boundary Rd, Richlands, Qld, 4077

ACN 109 233 123 Fax (07) 33759299 Ph.1300 731523 ALLIANCE

 

575 Black Mountain Road, Cooroy Qld 4563

Builders Client
N/A
Client Order Number. N/A

 

 

 

Page 25

 

 

Project Job No. 90775

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SERVICE PENETRATIONS
CLASS | LAGGING THICKNESS (7)
vit S,M 25
H,E, F
i t 40
Slab Surface
Not Allowed J Not Allowed DIS FE siap Mesh
Allowed 0 Q Pipe & Lagging Allowed - Jo dvd © Pipe & Lagging
, nominated footing
Refer detail § Q de Refer detail
pth must be T
below == maintained below _P&low On | oO Y _ Trench Mesh
pipe

Allowed § 3 Altowed O

Footing must not be jackhammered for
placement of pipes

WHEN SERVICE PENETRATION PASSES THROUGH FOOTINGS OR THICKENINGS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

normal EDGE BEAM SLAB THICKENING
footing . L. }
depth SS SOOT
7
mol v3 & -[Ty 3
= extra depth vy ~~ Ft
t fe 75 mm min. from bottom reinforcement——__—_——_-_-—_

 

Slab Thickening depth must not be

extra depth Reinforcement duced for pi
reduced for pipes.

NOTE - Specified footing and slab thickening depth and cover requirements must be maintained.
Where service pipe interferes with cover to steel or concrete depths the footing must be locally deepened as
shown below,
Particular attention should be paid to the provision of flexible service connections as detailed in AS 3500
"The National Plumbing and Drainage Code - 1996” on all class H and E sites.

 

 

 

LOCAL DEEPENING SS —————————
TH slab mesh
trench mesh 75 mm min.extra depth required. zl Site
[ M Classification

~ LA : “My”

t Mw OS ee .

q f j
1000 mm, |. 1000 mm

50 mm pit >|

 

THE FOLLOWING PRACTICES ARE NOT PERMITTED.
Cutting the reinforcement steel to go around the pipe

Bending the reinforcement steel to go over the pipe

 

SPECIAL REQUIREMENTS FOR SITE CLASSIFICATIONS "H", "E"& "P"

OPTIONS FOR SEWER DRAINAGE LAYOUT PIPE PENETRATIONS on . 4

EDGE BEAM

 

 

 

 

Swivel Joint ( 4... wet

 

 

 

 

 

 

 

 

Only required when
Class "E" ——>

   

 

 

 

My wae mK Slip Coupling
3 |

 

 

 

 

 

Lt

 

 

 

L 75 mm miri.

Expandable Joint coupling set

at mid-setting to allow both
upward and downward movement
(This may be deleted on Class 'H’ sites)

(a) Stip Couplings are nat required where
pipe work is strapped to slab steel

(b) Slip Couplings may be substituted for
expansion joints on 'P' sites

        
     
       

      

Service Pipe
Stip Couplings

EDGE BEAM

 

 

Expansion Joint
Coupling

 

 

 

 

 

 

 

 

 

 

Expansion Joint =

Coupling |
Slip Coupling Ny

Possibly piered

 

 

 

 

 

Expansion Joint
Coupling

 

 

 

 

 

 

 

 

 

 

Note : Slip coupling may be removed
where connection point is within 500mm
of edge beam/ slab edge

Slip Couplings

Elevation

 

Service Pipe

Expandable Joints & Swivel Joint Specifications

 

 

 

 

 

 

Site Classification Minimum Expansion of Joints Swivel Joint
Class "H" 80mm +or- 15° Allowable Rotation
Class “E" 150mm +or-15° Allowable Rotation
Class “P" 80mm + or- 15° Allowable Rotation
Class "M" 25mm lagging through footing Not Applicable

 

 

 

 

Joints and Swivels are to be manufactured and comply with AS1260 and AS1415.
Joints and Swivels are to be installed as per manufactures specificationes.and inspected by the Local Authority. |
Sewer pipes founded within the filled section of the building pad under the slab are to be hung from slab reinforcement with metal straps.

Note: These details are to be used as a guide only. Where it is a requirement of the relevant Local Authority for these detaifs to b
adhered to, any variations or modifications shall be dircted at the Local Authority as per AS2870-1996 Section 5.5.4 clause (d).

Page 4 of 5

 

 

Design Company

SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD
Suite 1, 848 Boundary Rd, Richlands, Qid, 4077

ACN 109 233 123 Fax (07) 33759299 Ph.1300 731523

SIA Builder
Diane Jones & Don Cielland

ALLIANCE

575 Black Mountain Road, Cooroy Ald 4563

Builders Client
NIA
Client Order Number. N/A

 

 

 

 

Page 26

 

Project Job No. 90775

 

Specitication

 

NOTE
A Compliance Certificate states building work complies with the building assessment provisions.

To be used for all classes of building and structures to certify a material, system, method of building or building
element complies with the BCA or a provision of the QDC.

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

 

4. Property description
The description must identify all land the
subj f the lication,

ect of  applicatio Pos! 2
The lot & plan details (eg. SP / RP) are
shown on title documents or a rates notice.

If the plan is not registered by title, provide
previous lot and pian details.

Street address 575 Black Mountain Road, Ridgewood

Lot & plan details (attach list if necessary)

In which local government area is the land situated? Noosa Shire Council

@ 2. Description of components certified

Clearty describe the extent of work covered by
this certificate.

Foundation Design

 

3. Basis of certification

Detail the basis for giving the certificate and the
extent to which tests, specifications, rules, .
standards, codes of practice and other BCA - Building Code of Australia, AS 1170,2-2002 SAA Loading Code, AS 3600. -2001 Concrete Structures, SAA
publications were relied upon. HB28-1997 The Design of Residential Slabs and Footings, AS 2870-1996 Residentiat Stabs and Footings.

 

 

4. Reference documentation

Clearly identify any relevant documentation, e.g. Project Job Number 90775
fumbered structural engineering plans.

 

5, Bui ing certifier reference number

Building certifier reference number -

 

6. Competent person details
A competent person for building work, means a Name (in fulf) - Angelo lancu
person who is assessed by the building certifier
for the work as competent to practise in an

 

 

  

fi i i - tia Engi ing Services Pty Ltd
aspect of the building and specification design, Company name (if applicable) -Soiliest Australia Engineering ices Pty
of the building work because of the individual's
. skill, experience and qualifications in the aspect. Contact person - Angelo fancu
The competent person must also be registered
or licensed under a law applying in the State to Phone no. business hours Mobile no. Fax no.
practice the aspect.
(07) 3375 9299
If no relevant-law requires the individual to be (07) 3363 8181 NIA eo”
licensed or registered to be able to give the r . e
help, the certifier must assess the individual as Email address - [email protected]

 

having appropriate experience, quatifications or .
to be able to give the help. Postal address - PO Box 399, Richlands, Qld 4077

 

Beene.

   

Kf the chief executive issues any gui
assessing a competent person, the be
certifier must use the guidelines when
assessing the person.

Licence or registration number (if applicable) - B. Sc., (Civil) RPEQ #4425

 

7 Signature of competent person
i" i if scribed above, if installed or carried the certificate, including any referenced
This certificate must be signed by the individual | certify that the item/s de: above, if installed or out under ig any

assessed by the building certifier as competent. documentation, will co wilding Act 1975.

  

 

 

 

 

 

 

 

 

Signature Date 18/03/08
ro
Government Use Only : /
Date received Reference Number : Version form 106 |
. i lient
Design Company : Builder Builders Clie
SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD SIA Diane Jones & Don Cielland Client Order Number: N/A
Suite 1, 848 Boundary Rd, Richlands, Qld, 4077 ALLIANCE 575 Black Mountain Road, Cooroy Qld 4563 te .
ACN 109 233 123 Fax (07) 33759299 Ph.1300 731523

 

 

 

 

 

Page 27

C8213

Part A, Version 3.1,3 March 2008

INTEGRATED PLANNING ACT 1997

   
  

Part A

Common details

   

OTE: Answer all af questions unless directed fo go to a particular qvestion R Refer to the end of the form for advice on how to complete this form.

 

 

 

 

 

 

 

Title

 

 

 

| Last name

 
 
  
  
   

 

Postal address

 

Contact tetephone number

 

 

 

Facsimile number:

 

 

1. Identify the premises by complefing Table A, or Table B andlor Table C ensure adequate information i is given to identify the premises)
Table'A Ifthe application is for a mobile and temporary Environmentatly Relevant Activity (ERA), complete Table A only. Then go to 02,

 

 

 

Tatfle B t address for the premises (tick applicable box/es below and insert property description in the table, Identify éach tot in 8 separate row, }

@ (2) Street address / fot on plan for the premises (Appropriate for most applications including building eppkcations}; OF

@ C1 Steet address fot on plan for the land adjoining or adjacent to the premises (Appropriate for development in water e.g. jety,
pontoon etc (Note: Loton plan detats may be obtained fom tite documents @ Rate‘ nofce, or fom the focal government)

Ea}

 

 

 

 

 

 

 

 

 

 

ss overnnint aca fo
Lt [ONE foe ge 4663) 3 |218776\ Vas4.
AND/ OR
Table C Coordinates and/or a map of the premises (Agpropiate for development in remote areas, over part of a ky, in water (e.g. channel dredging in Moreton
Bay) ac)

 

 

 

 

 

 

 

 

 

 

 

2. Identify if any of the following apply to the premises by completing Tables D, E, or F. (Note: ta most instances, the premises wil not invove any of
the following characteristics, however some applications may involve ane or more of these characteristics - complete onty if appkcable}

Page 28

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

fake, cana)

   
   
    
  

Table D Complete if the premises are adjacent to

1
Table Complete if the premises
, : BION ot

 

 

 

 

 

 

 

3. - Indicate the

 
  
     

premi
cau eRe

 

 

 

 

 

| Ad se
Are there any existing easements on the premises? (e.g. for vehicular access, electiaty, overland fow, water-etc)? .
Dx Ro 1 Yes - ensure the type. locaton and mensions of each easement 27 incied n plans, submited with he appication

5.

Ss SSS
eS 2. ae

Brief description of the proposal (eg. 6 unt apartment buikfing,

   

6 Oke resident subdivision, 2 bore, aquacit) :
LXTENS 00S 78 LAISTING ad SE. UPGRODE CUR AEFI
SEPTIC SYs7én1 70 AbUA- W0V4 —-SeweEXtee- TFHerg— 72

Does the heme new buildings or operational work (including any services) on the premises?
(No Yes - Ensure the nature, focat

Re ae ae . eRZaES:

pons = = =s Saoeane cate : es SE pase sSaoare ae Bea
8. Dees the application involve taking or interfering with a State resource and therefore require a resource entitkement? (e.g. the apptication

 

™~

          
      

  

fon and dimensions of ihe proposed works are included in plans, subritied with the application

evolves State land (leased and freehold), declared Fish Habitat areas, taking quarry material, taking or interfering with water under the Water Act 2000, etc)
-Gotoae

1 Yes - complete Tate 6 - provide details for each evidence required on a sepacate row, it appkcable. Evidence of resource
@tocation or enttlernent must be submnitted wth the appication. You do not need to answer O9 - go to the next section.

  

      

LS Rn PROS IOE 23 Ce = ES TES eect 4
9. Complete’ Table H for applications involving a material change of use; reconfiguration of a lof; 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 conidor land defined under the
Transport tafrastructure Act 1994 - provide cetaits for each owner on a separate row, of 0 an attachment to this form if applicable.

 

5 a = y Speers
Table H See ey ere bene Y

 

 

 

 

>

* Owner's signature cannot be provided on the form # you intend to submit the application electronically. Owner's consent must be 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 website |

 

 

 

    
 
  

   

 

 

Table 1

 

 

 

LL

 

 

Page 29

{TEGRATED PLANNING ACT 1997

Part A, Version 3.1,9 March 2008

    

10. The Portable Long Service Leave Levy (PLSL)is not applicable to this application if any of the following apply: ( Tick box ¢ aicable}
L the application seeks a preliminary approval only;

(1 the application is not for building and construction work under the Building and Construction Industry (Portable Long Service
Leave) Act 1991, section 3AA {e.9. the application is only foc a change of use, or for the following types of work carried out sobly for
farming purposes: fand clearing, site preparation, earthworks, fences, fodder harvesting, clearing of encroaching vegetation, cleaing of
regrowth, thinning vegetation or controlling weeds or pests);

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

. the work is being caried out under an owner-builder permit issued under the Queenstand Building Services Authonty Act 1991 -
Complete and submit a QLeave Notiscation and Paymeni Form (vo payment required if camer-builder perast number statedi. The receipted kam must be
sigiited by the assessment manager before 2 development permit can be given,

1. Is payment of a PLSL levy applicable to this application? (Refer fo Q10 and the Advice below for more information)?

Sato « End of Pat A

CI Yes - Answer 012 betow

 

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

 

 

 

Fee ($) Date received "| Receiving officer's Reference

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rc

Privacy Statement

The information cofected on For 1 will be used by the Department of frftastructure and Planning (DIP) in accordance with the processing and assessmrert of your Apptication.
Your personal details wil not be disclosed for a purpose outside of the [DAS process, except where required by legislation (inctudiag the Freedom of tnformation Act 1992) or as
required by Parliament. This information may be stored in a DIP database. The information collected will be retained as required by the Pubic Records Act 2002

 

 

 

Advice for completing Part A

Generat advice .. :

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

. The {OAS 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 requising the completion of Parts A and 8 only,

. |Applicant details ,

. {f 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 30

INTEGRATED PLANNING ACT 1997

; Part A, Version 31,3 March 2003
Details of the premises

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

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

‘The premises may be identified in a number of ways —

+ Steet address and fot on plan are most common and will apply to most appfications.

+ Coordinates may provide the best means of accurately identifying the location of development proposed in waters, or on a relaivety small
development site distant from property boundaries on a large lot. Sufficient coordinates need to be provided to identify the boundary of the
Preméses the subject of the appfication. Eastings and northings using GDAS4 datuin is preferred, but fongitude and latitude and other
(specified) datum such as Zone Reference or GS84 may be provided. :

The definition of ‘water body and ‘watercourse’ can vary from Act to Act.

StrategicPortl andis within a local goverriment area but a local govemments planning scheme does not apply onStrategicPortLand.
StrategicPortLandis declared under the Trensport Infrastructure Act 1994. For further information go to IDAS Guide 11 (Development on
Strategic port land) and the Queensland Transport (Ports) website. .

‘Tidal water is defined in the Coastal Protection and Management Act 1995 (Schedule) and “tidal area’ for a local government and for strategic
Port land is defined in the IPA (schedule 10). Gerieraily, the area below ‘high-water mark’ (defined by the Coastal Act in relation lo high water
mark at spring tides) establishes the boundary of a tidal area. Land below high water mark is not within a focal government's area untess
provided for under the Loca! Government Act 1993. Unless otherwise provided fer by legislation, a local goverment has no jurisdiction below
high water mark. A tidal area for strategic port tand is within the jurisdiction of the relevant port authority, while the Environmenta Protection
Agency generally has jurisdiction for a focal government tidal area. However, the IPA gives local governments jurisdiction for assessing and

deciding applications for prescribed tidal works within the local goverment tidal area, and the planning scheme may be applied that
assessment (to the extent provided for in the code for prescribed tidal work).

 

Resource entitlement

Section 3.2.15} of the IPA requires evidence of resource entiftement be given for applications if they invotve taking or interfering with a
prescribed State resource.. Schedute 10 of the Integrated Planning Regutation 1998 (IPR) prescribes the State resources, including State-
owned land, where evidence is required to be given, and the evidence required to support the application. Link fo integrated Planning
Regulation. Section 3.2.1(10Xa}(i) states an application cannot be taken te be property made without the required evidence. :

For applications involving the taking or interfering with water under the Water Act, the development application may be made at the same
time as the request for resource entitement, and the Department of Natural Resources and Water will accept the application as property made,
For State-controtled roads, a resource entitlement is not required for an activity that is exempt ancillary works or encroachment (identified by
gazette notice under the Transport infrastructure Act 1994, sectidn 50), or if the activity requires referral to the Department of Main Roads.
Evidence may be required from more than one Department responsible for a State-owned resource, e.g. from the Environmental Protection

Agency for quarry material below high water mark, and the Department of Natural Resources and Water in relation to the State-owned land
above high water mark. . ., .

 

Owner's consent

Section 3.2.1(3) of the IPA prescribes that an apptication must contain, or be supported by, the written consent of the land owners, if the

application involves: a material change of use; reconfiguration of a fot: work on land below high-water mark and not within a canat as defined
under the Coastal Protection and Management Act 1995; or work on rail corridor land defined under the Transport Infrastructure Act 1994.

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

“Owmer for the purpose of a lodging an IDAS development apptication means the person at the time of lodging the application, enfited to
receive the rent for the land (or would be entitled to receive the rent for it i were let to a tenant at a rent).

Templates are available from the IPA website for the provision of owner's consent as an attachment to.this form. However other documentation

may be used for providing owner's consent provided itis clear the documentation relates to the development application for the premises.
Owner's consent, if required, must be provided even i the applicant is the owner. Owner's consent is not required for a mobile and temporary
ERA. :

 

 

Portable Long Service Leave (PLSL) Levy

The Building and Construction Industry Portable Long Service Leave Scheme provides fong service leave entitlements to workers in the building
and construction industry who would be unlikely to acctue enough service with one employer to qualify for long service leave. To fund the
scheme, a Porlable Long Service Leave Levy (PLSL levy) is collected on certain building and construction work carried out inQueenstand.

The PLSL levy amount and other prescribed percentages and rates for calculating the fevy are stated in the Building and Construction Industry
(Portable Long Service Leave) Regulation 2002. Included in the amount collected by QLeave is the Workplace Health and Safety Fee and the
Building and Construction Industry TrainingLevy. : |

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

The PLSL levy need not be paid when the application is made, but the PLSL Act sequires the levy to be paid before a development permit may
be issued.

The Assessment Manager must sight an approved form issued by QLeave advising of the status of the payment of the PLSL levy. Building and
Construction Industry Notification and Payment Forms are available from anyQueenslandpost office or agency, on request from QLeave, or can

be completed on the QLeave website al ww gleave.gid.gov.au. For further information contact QLeave (Tel: 1800 803 481 Web:
www, qleave.qid.gov.au ) :

 

 

Page 31

INTEGRATED SoG ACT 1997

Part B, Version 3.1,3 March 2008

 
 
   

Building work requiring assessment against the
Building Act 1975

1. Nature of the proposed building work:

(1 New building or structure - complete Table A
Ba Atterations additions - complete Tatvo A
C1 Change of building classification - Completa Table C

Cy Removal - coniptete Tabie 8
(LJ Demolition . Compiete Table B

Are there any current approvals associated with this proposed building work? or No ([] Yes- Complete Table D

. What is the dollar value of this proposed building work? (.e. the tata’ vatue including GST, materials and labour)

   
 

 

f

Name (individual or company name in full) | : gE OP Dy WMD IL)
Postal address . aT. :

i§

Telephone number life number ne a Zz

-| Facsimile number

 

 

 

 

 

 

 

 

e-mail address

 

 

 

 

 

 

 

 

Names Gia conpany/nanetsin) [Dia pe > Dimes. Ciatanm + Duin Mkypeer.
Postaiaddess |oZe Sy peye MMountin BD (oorey Lesb> |
Telephone number | OJ SE TAOMNE Mobile number] O407.32 £.EDF _
Fasintennter | 97-56 79-0 LUE _lenatattess|dlagbaachorhavMhcare soy .<

 

 

 

 

 

 

 

 

 

     
    
 
  

= C) Doible brick (Tt) Fy Steet Gn) — Ey Curtain glass (60) (i Stone / concrete (26)

C1 Brick veneer (12) © Aluminium (70) © Timber (40) AX Fibre cement (3)
E4(_) Other (80)

 

 

OX Timber (40) O Steel (60) C) Aluminium (70) CG Other (80)
AX Timber (40) ©) Concrete (20) C) Other (80)

 

UT Tiles (10) Q Slate / concrete (20; 0) Fibre cement (30) © Steel (60)
Be Aluminium (70) C Other (80) OLORGD ap.

 

 

 

Page 32

   
   

INTEGRATED PLANNING ACT 1997 . Part 8, Version 3.1,3 March 2008

 

() Single detached house (includes a new house / alterations to an existing house}
CA (ii) Relocated single detached house
A Gi) Kit house
{_] (iv) Existing transportable / relocatable house
CI (¥) New transportable / relocatable house
C1 (vi) Semi-attached house (e.g. duplex, dual occupancy)
(1 (wi) Apartment, unit or flat attached to an existing house
C) (vii) Apartment building / unit where units are layered one above the other
CO fe) Attached housing (including row /terrace / townhouse}

6. Does the owner of the land agree to release their name and the Premises address for marketing purposes?
C1 Yes Dyfo :

Does the applicant have reasons why certain development information (2.9. private information about the applicant, plans, drawings and specifications
for plans) should not be made available for inspection and purchase under IPA, sections 5.7.2 and 5.7.47
Beto C1] Yes - Compete Table E

 

 

 

OFFICE USE ONLY {p46 received | _- |] Reference numbers

 

 

 

 

FOR COMPLETION BY THE BUILDING CERTIFIER

By
\ lon dicence:
eC ui a

 

 

 

Advice for completing Part B

General advice : Pact A must also be completed for all (DAS development applications. The applicant is responsible for answering all questions filly and correctly, unless
following a response there is a statement to go directly to another question. For further information about completing this form go to IDAS Guide 9 (Building work
documentation}.

 

 

Qt includes information required by the Australian Buréau of Stafisfis.

 

Q3 Value of the building work is information required by the Australian Bureau of Statistics *

 

Builder's details: More than one builder may be involved in a proposal, €.9. one for constructon of the house, and another for the pool. Octalls are-required for each builder
and whether the buider is an owmnes-buiider. BSA insurance & not required if the buiKder is an ovner-buiider,

Owner's details:-Owner's details are required to deliver various documents lo the owner in accordance with the Building Act 1975.
4: This information is required by the Australian Bureau of Statistics (ABS). The numbers in brackets are for use by the ABS only.

 

 

5: This information is required by the Austrafian Bureau of Statistics and applicable for residential work only. A ‘dwelling unit is a self-contained abode of permanent residence!
{e.g. house, flat, unit, townhouse).

 

QS: The owner may choose whether they wish to receive marketing material.

 

Q7: IPA, sections 5.7.2 and §.7.4 fequire the local government to make development information about building applications available for inspection and purchase. However,

this obligation does not apply to the extent the local government is feasonably satisfied a document contains sensitive security information, of information of a purely private
nature about an individual, including, for example, someone's residential address.