10/0662 - Additional information for new application [As Published] · 142010.662

Page 2

APPLIED BUILDING APPROVALS
PO BOX 5003

VICTORIA POINT Q 4165
Ph: 07 3820 7848

xe

Fax: 07 3820 7441
A.B.N.82 583 226 551

Email: [email protected]

 

 

Our Reference: 10/4016
Your Reference: 2010/0662

Sunshine Coast Regional Council
Tewantin Office (Noosa)

PO Box 141

TEWANTIN QLD 4565

21 May 2010

Dear Madam/Sir

| refer to your Notice of Not Properly Made Application received on 13 May 2010 and
would like to advise that all information requested is enclosed in this letter.

The information enclosed is as follows:
- The required fees totalling $2606.00 on a Credit Card Authorisation.
- Form 1 with the amended errors.
- Form 6 with the amended error.

Engineering Plans prepared by a suitable qualified person for access/car parking,
stormwater drainage, frontage works and erosion and sediment control.

Please go ahead with the application. !f you need any more information, please don’t
hesitate to contact the office on 3820 7848.

Kind regards

Sarah Kerry
Applied Building Approvals

24 MAY 2010
SCRCG

 

Page 3

APPLIED BUILDING APPROVALS

PO Box 5003

iments a VICTORIA POINT QLD 4165
Ph: 07 3820 7848

Fax : 07 3820 7441

A.B.N: 82 583 226 551

Email: [email protected]

 

 

CREDIT CARD CHARGE AUTHORISATION

Sunshine Coast Regional Council 20/05/2010
PO Box 141
TEWANTIN QLD 4565

I hereby authorise S saShwme Coast Repiona\ Cosncs\ to charge my
credit card with details as follows:

TYPE: MASTERCARD

NAME: MELISSA HOLLEY -
APPLIED BUILDING APPROVALS

CARD NUMBER: uu

SIGNATURE: WAN /f
EXPIRY DATE: 09/14 /

Our P/O # *00787230*

 

 

YOUR NO. 10/4016
ary. DESCRIPTION AMOUNT PROPERTY DESCRIPTION BA#
1 | Sunshine Coast Regional Council $2,606.00 | 13 Grant Street NOOSA HEADS 10/4016

Operational Works Permit Fees

 

 

 

 

 

SALE AMOUNT| $2,606.00
GST $0.00

TOTAL $2,606.00
APPLIED $0.00
BALANCE $2,606.00

 

 

 

PLEASE FAX RECEIPT TO APPLIED BUILDING APPROVALS
07 3820 7441

Page 4

 

 

 

 

 

 

 

 

integrated] Development!AssessmentiSystem)form]

 

 

 

 

 

Application Details - IDAS form 1

(Sustainable Planning Act 2009 version 1.0 effective 18 December 2009)

You MUST complete ALL questions unless the form indicates otherwise. Incomplete forms or forms without all
necessary information and documentation will result in your application not being a properly made application.

For all development applications, you must:
e — complete this form (Application details - IDAS form 1)
¢« complete any other forms relevant to your application

* provide any mandatory supporting information identified on the forms as being required to accompany your
application.

All terms used on this form have the meaning given in the Sustainable Planning Act 2009 or the Sustainable
Planning Regulation 2009.

 

Applicant details (note: the applicant is the person responsible for making the application and need not be the
owner of the land. The applicant is responsible for ensuring the information provided on all IDAS application forms is
correct. Any development permit or preliminary approval that may be issued as a consequence of this application will
be issued to the applicant.)

 

 

Please note: If there is more than one applicant, provide additional applicant details by clicking the "Add another
applicant" button below.

 

Names (individual or company name in full) |Applied Building Approvals

 

 

 

 

 

 

For companies, contact name Sarah Kerry
Postal address PO Box 5003, VICTORIA POINT
Contact phone number 3820 7848

 

 

Mobile number (non-mandatory)

 

 

Fax number (non-mandatory) 3820 7441

 

 

 

 

e-mail address (non-mandatory) [email protected]

 

 

1. What is the nature of development proposed? (tick all applicable boxes)

 

 

material change of use of premises
building work

operational work

OROO

reconfiguring a lot

 

Department of, Infrastructure and Planning Gain

 

 

 

Canna
overnment

Z

 

Page 5

EO

v —-

 

2. What type of approval is being sought?

 

 

 

{XJ development permit
(] preliminary approval
(] both - provide details below

 

 

 

3. Is the application for a mobile and temporary environmentally relevant activity (ERA)?

J No

LL] Yes - complete table A and then go to question 5

 

 

4. Location of the premises (complete table B and/or table C as applicable. Identify each lot in a separate row)

 

 

Table B - street address/lot for the premises or street address/lot on plan for the land adjoining or adjacent to the
premises

 

 

 

Lot on plan
Street Address
description Local government area
Unit | Street Street name and official Post Lot No Plan type (e.g. Logan,Cairns)
No. | No. suburb/locality name code ‘| and plan no.
1 13 Grant Street Noosa Heads 4567 |13 SP 179879 | Sunshine Coast

 

 

 

 

 

 

 

 

 

Street address / lot on plan
Oo Street address / lot on plan for the land adjoining or adjacent to the premises (appropriate for development in
water e.g. jetty, pontoon)

Table C - premises coordinates (appropriate for development in remote areas, over part of a lot or in water e.g.
channel dredging in Moreton Bay)

 

 

 

 

Coordinates (note: place each set of
coordinates in a separate row) Zone Datum Local government
Easting | Northing | Latitude | Longitude reference area (If applicable)
(J GDA94
1 ( wess4
(] other

 

 

 

 

 

 

 

 

 

 

 

5. Total area of the premises on which the development is proposed (indicate hectares or m?)
672m2 .
6. Current use/s of the premises (e.g. vacant land, house, apartment building, cane farm, etc.)

 

 

 

 

1 |Vacant Land

 

 

 

 

7. Provide a brief description of the proposal (e.g. six unit apartment building, 30 lot residential subdivision etc.)

 

Duplex

 

 

 

Application Details - IDAS form 1
Version 1.0 18 December 2009

 

Page 6

 

ono

5

 

8. Is owner's consent required for this application? (refer to notes at the end of this form for more information)

 

 

 

x} No
L] Yes - complete either table D, table E or table F as applicable

 

9. Does the application involve a state resource? (e.g. the application involves state land, or taking quarry
materials. Refer to the notes at the end of this form for more information)

 

 

 

[XJ No LJ Yes - complete table G

 

 

10. Identify if any of the following apply to the premises (tick applicable box/es)

 

 

&] adjacent to a water body, watercourse or aquifer (e.g creek, river, lake, canal) - complete table H
(J _ onstrategic port land under the Transport Infrastructure Act 1994 - complete table |
CJ __ ina tidal water area - complete table J

 

Table H Name of water body, watercourse or aquifer

 

1 |Watercourse Small

 

 

 

 

11. Are there any existing easements on the premises? (e.g. for vehicular access, electricity, overland flow,
water, etc.)

 

LINo {XJ Yes - ensure the type, location and dimension of each easement is included in the plans submitted

 

12. Does the proposal include new building work or operational work on the premises? (including any
services)

 

CJNo {Yes - ensure the nature, location and dimensions of proposed works are included in plans submitted

 

13. Is the payment of a portable long service leave levy applicable to this application? (refer to the notes at the
end of this form for more information)

 

L] No - Go to question 15 XX] Yes

 

14. Has the portable long service leave levy been paid’? (refer to notes at the end of this form for more
information)

 

— No

complete table K and submit with this application the yellow local government/ private certifier's copy of
the receipted QLeave Form

CL Yes -

 

15. Has the local government agreed to apply a superseded planning scheme to this application under
section 96 of the Sustainable Planning Act 2009?

 

 

 

 

KK] No

LL] Yes - provide details below

 

Application Details - IDAS form 7
Version 1.0 18 December 2009

Page 7

x

 

 

16. List below all of the forms and supporting information that accompany this application (include all IDAS
forms, checklists, mandatory supporting information etc. that will be submitted as part of this application. Note: this
question does not apply for applications made online using Smart eDA)

 

 

Method of lodgement to

Description of attachment or title of attachment assessment manager

 

 

 

 

 

 

17. Applicant's declaration

 

 

x By making this application, | declare that ail information in this application is true and correct (note: it is
unlawful to provide false or misleading information).

 

 

 

Notes for completing this form

Question 8:

¢ Section 263 of the Sustainable Planning Act 2009 sets out when the consent of the owner of the land is required
for an application. Section 260(1)(e) of the Sustainable Planning Act 2009 provides that if the owner's consent is
required under section 263, then an application must contain, or be accompanied by, the written consent of the
owner, or include a declaration by the applicant that the owner has given written consent to the making of the
application.

« Owner's consent is not required for a mobile and temporary ERA.

Question 9:

¢ Section 264 of the Sustainable Planning Act 2009 provides that if a development involves a state resource, a
regulation may require the application to be supported by certain evidence prescribed under the regulation.
Schedule 14 of the Sustainable Planning Regulation 2009 prescribes the state resources for which evidence is
required to be given, and the evidence required, to support the application.

Question 13:

* The Building and Construction Industry (Portable Long Service Leave) Act 1991 prescribes when the portable
long service leave levy is payable.

* The portable long service leave levy amount and other prescribed percentages and rates for calculating the levy
are prescribed in the Building and Construction Industry (Portable Long Service Leave) Regulation 2002.

Question 14:

« The portable long service leave levy need not be paid when the application is made, but the Building and
Construction Industry (Portable Long Service Leave) Act 1991 requires the levy to be paid before a development
permit is issued.

¢ Building and Construction Industry Notification and Payment Forms are available from any Queensland post
office or agency, on request from QLeave, or can be completed on the QLeave website at
www.qgleave.qid.gov. au. For further information contact QLeave on 1800 803 481 or www.qleave.qid.gov.au.

Privacy -the information collected in this form will be used by the Department of Infrastructure and Planning (DIP) in
accordance with the processing and assessment of your application. Your personal details will not be disclosed for a
purpose outside of the IDAS process, except where required by legislation (including the Right to Information Act
2009) or as required by Parliament. This information may be stored in a departmental database. The information
collected will be retained as required by the Public Records Act 2002.

 

OFFICE USE ONLY

 

 

Date received Reference numbers

 

 

 

 

 

 

Application Details - IDAS form 4
Version 1.0 18 December 2009

 

Page 8

eo

NOTIFICATION OF ENGAGEMENT OF A PRIVATE CERTIFIER

 

To: Council. | have been engaged as the private certifier for the
. building work referred to in this application.

 

 

 

 

Date of Name BSA Certification Building

engagement license number classification/s

 

 

 

 

 

 

 

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

 

Date receipted

a QLeave Project |Amount ._, form sighted by |Name of officer who
Description of the work Number paid ($) Date paid assessment _|sighted the form
manager

 

 

 

 

 

 

 

 

 

The Sustainable Planning Act 2009 (SPA) is administered by the Department of Infrastructure and Planning. This
form and all other required application materials should be sent to your assessment manager and any referral
agencies.

 

Application Details - 1DAS form 1
Version 1.0 18 December 2009

 

Page 9

 

we

 

 

 

 

 

Integrated] Development’AssessmentiSystempform]

 

 

 

 

 

Building or operational work assessable
against a planning scheme - IDAS form 6

(Sustainable Planning Act 2009 version 1.0 effective 18 December 2009)

This form must be completed for development applications for building works or operational work assessable against
a planning scheme.

You MUST complete ALL questions unless the form indicates otherwise. Incomplete forms or forms without all
necessary information and documentation will result in your application not being a properly made application.

For all development applications, you must:
* complete Applicant details - IDAS form 1

* complete any other forms relevant to your application

« provide any mandatory supporting information identified on the forms as being required to accompany your
application.

All terms used on this form have the meaning given in the Sustainable Planning Act 2009 or the Sustainable Planning
Regulation 2009.

This form can also be used for development on strategic portland under the Transport Infrastructure Act 1994.

 

1. What is the nature of the work that requires assessment against a planning scheme? (tick applicable box/es)

 

 

_] building work - complete table A {1 operational work - complete table B

 

Table B

What is the nature of the operational work made assessable in the planning scheme? (tick applicable box/es)

(J road works [X] stormwater (J) water infrastructure
drainage Works (CD earthworks (1) sewerage infrastructure
XJ landscaping C signage (J clearing vegetation under the planning scheme

other - please specify below

 

Carparking, Frontage Works and Erosion and Sediment Control

What type of approval is being sought? (if you have indicated multiple works in the above question, please
use an attachment to this form to detail each approval request)

 

[X] development permit LC preliminary approval [_] both - specify below

Is the operational work necessary to facilitate the creation of new lots? (e.g. subdivision)

No CI Yes - specify the number of lots being created

Are there any current approvals associated with this application? (e.g. material change of use)

[J No (X] Yes - provide details below

 

 

 

 

 

 

Department of Infrastructure and Planning @HED @® GET
aN

 

Page 10

 

Oe OO

 

List of approval reference/s

Date approved

Date approval lapses

 

1 2009/1689

 

 

 

29/03/2010

18/03/2014

 

 

 

2. What is the dollar value of the proposed building work? (inc GST, materials and labour)! $617,000

 

 

 

Building and operational work assessable against a planning scheme - DAS form 6

Version 1.0 18 December 2009

 

Page 11

ao a,

 

3. Confirm the following mandatory supporting information accompanies. this application

 

Confirmation

of lodgement Method of lodgement

 

All applications for operational works

 

site plans drawn to scale which show the following:

« the location and site area of the land to which the application relates
(relevant land) :

e the north point
the boundaries of the relevant land
the allotment layout showing existing lots, any proposed lots (including
the dimensions of those lots), existing or proposed road reserves,
building envelopes and existing or proposed open space (note:
numbering is required for all lots)

e any existing or proposed easements on the relevant land and their
function

© any access limitation strips

* all existing and proposed roads and access points on the relevant land

{X]confirmed | mail

 

a statement about how the proposed development addresses the local
government's planning schemes and any other planning documents
relevant to the application

[_] confirmed

 

Applications for operational works involving earthworks (filling and excavating)

 

drawings showing:

e existing and proposed contours

© areas to be cut and filled

¢ the location and level of any permanent survey marks or reference
stations used as datum for the works

e the location of any proposed retaining walls on the relevant land and
their height

e the defined flood level (if applicable)

e the defined fill level (if applicable)

L|confirmed

 

Applications for operational works involving roadworks

 

drawings showing:

e existing and proposed contours

e the centreline or construction line showing chainages, bearings, offsets
if the construction line is not the centreline of the road and all
intersection points

© information for each curve including tangent point chainages and
offsets, curve radii, arc length, tangent length, superelevation (if
applicable) and curve widening (if applicable)

e kerb lines including kerb radii (where not parallel to centreline) and
tangent point changes (where not parallel to centreline)

e edge of pavement where kerb is not constructed

© position and extent of channelisation

location and details of all traffic signs, guideposts, guardrail and other

street furniture

pavement markings including details on raised pavement markers

catchpit, manhole and pipeline locations

drainage details (if applicable)

cross road drainage culverts (if applicable)

concrete footpaths and cycle paths

location and details for access points, ramps and invert crossings

changes in surfacing material

 

 

(| confirmed

 

 

Building and operational work assessable against a planning scheme - IDAS form 6

Version 1.0 18 December 2009

 

Page 12

poo

 

Confirmation

of lodgement Method of lodgement

 

Applications for operational works involving stormwater drainage

 

drawings showing:

e existing and proposed contours
« drainage locations, diameters and class of pipe, open drains and

 

 

easements ; ; ; [Iconfirmed
* manhole location, chainage and offset or co-ordinates and inlet and
outlet invert levels
« inlet pit locations, chainage and offset or co-ordinates and invert and
kerb levels
Applications for operational works involving water reticulation
drawings showing:
e kerb lines or edge of pavement where kerb is not constructed
¢ location and levels of other utility services where affected by water
reticulation works
pipe diameter, type of pipe and pipe alignment
water main alignments (J confirmed

water supply pump station details (if applicable)
minor reservoir details (if applicable)

conduits

location of valves and fire hydrants

location of house connections (if applicable)
location of bench marks and reference pegs

 

Applications for operational works involving sewerage reticulation

 

drawings showing:

location of all existing and proposed services

location of all existing and proposed sewer lines and manhole locations
location of all house connection branches

kerb lines or edge of pavement where kerb is not constructed
chainages

design sewer invert levels

design top of manhole levels

type of manhole and manhole cover

pipe diameter, type of pipe and pipe alignment

location of house connections (if applicable)

sewer pump station details (if applicable)

eoeeeseoeweeevee

[_|confirmed

 

Applications for operational works involving street lighting

 

drawings showing:

location of all light poles and service conduits

location of all other cross road conduits

type of wattage and lighting

any traffic calming devices

additional plans for roundabouts and major roads (if applicable)
details of any variations to normal alignment

details of lighting levels

 

 

LJconfirmed

 

 

 

Building and operational work assessable against a planning scheme - |DAS form 6

Version 1.0 18 December 2009

 

Page 13

ooo oe

 

Confirmation
of lodgement

Method of lodgement

 

Applications for operational works involving public utility services

 

drawings showing:

© any existing light poles and power poles
¢ any existing underground services

e details of proposed services

® alternation to existing services

(confirmed

 

Applications for operational works involving landscaping works

 

drawings showing:

® the location of proposed plant species

© aplant schedule indicating common and botanical names, pot sizes
and numbers of plants

¢ planting bed preparation details including topsoil depth, subgrade

preparation, mulch type and depth, type of turf, pebble, paving and

garden edge

the location and type of any existing trees to be retained

construction details of planter boxes, retaining walls and fences

the proposed maintenance period

irrigation system details

 

 

[¥]confirmed

 

mail

 

Notes for completing this form:

¢ This form can also be used for development applications for building works or operational works assessable
against the land use plan for Cairns airport land or Mackay airport land. Whenever a planning scheme is

mentioned, take it to mean the land use plan for the airport land.

Privacy -please refer to your assessment manager for further details on the use of information recorded in

this form.

 

OFFICE USE ONLY

 

 

 

 

 

Date Received Reference Numbers

 

 

 

The Sustainable Planning Act 2009 is administered by the Department of Infrastructure and Planning. This form and
all other required application materials should be sent to your assessment manager and any referral agencies.

 

Building and operational work assessable against a planning scheme - IDAS form 6
Version 1.0 18 December 2009

 

Page 14

Compliance Certificate for building Design or Specification 45

 

 

NOTE

This is to be used for the purposes of section'10 of the Building Act 1975 andlor section 46 of the

Building Regulation 2006.

RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether
bullding work complies with the BCA or a provision of the QDC. A building certifier (Class 8) can

not give a certificate regarding QDC boundary clearance and site cover provisions.

 

1. Property description

This section neéd only be completed if
details of street address and property
description are applicable.

£G; {n the case of (standard/generic)
pool design/shell manufacture andior
patio and carport systems this section
may not be applicable.

‘The description must identify all land the
siibject of the application.

‘The lot & plan dolallg (eg. SP / RP) are
shawn on title documents or a rates notice.

If the ptan is not, registered by fitte, provide
previous fol and plan details.

2. Description of components certified
Clearly describe the éxtent of work cavered by
this certificdta, ¢.9. all structural aspects of the
steel'roof beams:

Street address include no., street, suburb / locality & pastcode)

 

Grant Street

 

Noosa Heads. Postcode: 4567

 

Lot & plan details (aitach list if necessary)

 

Lot 13

 

In which local government area is the land situated?”

 

Sunshine Coast Regional Council

 

 

 

 

Steel beams design only

 

 

 

3. Basis of certification

Detall thé basis for giving the certificate and the
extent to which tests, specifications, tules,
Standards, codes of préctica and other
publiéations, were relied upon.

 

AS 1170.0, AS 1170.1, AS 1170.2, AS 1684, AS 1720, AS 3700, AS4100

 

Wind rating N2 by others

 

 

4, Reference documentation
Clearly Msentify any relevant documentation,
e.g. numbered structural engineering plans,

 

Burleigh Design Architects drawing job No. 08-3781 sheets 1-9 received on
20:04:10. &

 

STA Job No. CE-98868- G sheet 1to4.

 

5. Building certifier reference number

Building certifier reference number

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NIA
6. Competent person details Name (in full)
competent person for building work, means a Fi
person wha is'assesseéd by the bultdng certifier [ Keith Moores
for the work as competent {6 practise in an Sa mn TH onehin os
Aspect of the building and specification design, Comtipany fame (if Sapp a) Contact person
of fie budding work bécause of thé Individua's STA Consulting Enginéers ‘| | Grant Rasbrook
skill, experience and quallfications In the ‘i bil
aspiéct, The ‘competent person must also be Phone no, business hours Mobile no. Fax no.
régisléred Or fleafiéed under a law applying In 5522 1995 | 5522 1776 _ |
the Stale to practic’ thé dSpéct Email address l
if no retevant law requires the Individual to be "
lleensed of registered to be able to give the | [email protected]
help, the cerlifier must assess the individual as :
favig appropriate experencd, uaifcations or) Postal address —_____
akils to be able tb give the help. Unit 1/486 Scottsdale Drive, Varsity Lakes
Ifthe chief executive issues any guidelines for 4
assesstig a competent person, the building QLD Postcode 4227
edie an guidelines when Licence or registration number (if applicable)
Assessing the .
RPEQ 7776
7. Signature of competent person Signature Atti Date
‘This cerlficate must be signed by the individual F
assessed by the building certifer as competent. U4. kh Llp 7 WA, OS. : LI O

 

 

 

 

 

 

 

 

LOCAL GOVERNMENT USE ONLY

 

 

Date rexaived

Reference turborls |

 

 

 

The Bullding Act 1975 is administered by the
Department of infrastructure and Planning

 

Approved form 1 |
Vortion 2 02t6$ j

 

 

SY Queensland Government
LPN department of Infrastructure and Planning

Page 15

STA Consulting Engineers Pty. Ltd: —*
Building 1/486 Scottsdale Drive, Varsity Lakes 4227

 

Telephone 07 5522 1995

CONSULTING Facsimile 07 5522 1776
ENGINEERS Email: [email protected]

Web: www.soiltestaustralia.com.au

ORGANISATION: ORGANISATION:
ATT: N, R&C TOKOVIC ATT:

ATT: ATT:

DOCUMENT TRANSMITTAL

Project Name : Project Number : Sheet Number ;

Lot 13 Grant Street, Noosa Heads CE 98868-G 1 OF 1
ENCLOSED ARE COPIES OF DOCUMENTS AS LISTED BELOW DATE OF ISSUE
Discipline :

STRUCTURAL

DRAWING REGISTER . REVISIONS

FORM 15

GENERAL AND STEET NOTES

SUB-FLOOR FRAMING & MEMBER SCHEDULE
SECTION AND DETAILS SHEET 1

ROO I B

DISTRIBUTED TO NUMBER OF COPIES
N, R&C TOKOVIC

SENT BY:
> COURIER M- MAIL P- PICKUP
=OURMESSENGER _Y-YOUR MESSENGER _E- EMAIL

REASON FOR ISSUE:

+ FOR APPROVAL + FOR CONSTRUCTION P - PRELIMINARY
+ FOR TENDER X- FOR INFORMATION

+AUTOCADR2000 = BB- AUTOCAD R2004 CC - DXF
+ POF FILE EE ~ PRINT FF = DISK COPY

 

Page 16

 

G1

” GENERAL NOTES

 

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL $1
AND OTHER CONSULTANTS DRAWINGS, THE SPECIFICATIONS AND WITH SUCH

OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF

THE CONTRACT.

STRUCTURAL STEELWORK NOTES

ALL MATERIALS, WORKMANSHIP, FABRICATION AND ERECTION SHALL

S14

COMPLY WITH THE REQUIREMENTS OF AS4100, AS1538, AS1554 EXCEPT

WHERE VARIED BY CONTRACT DOCUMENTS.

LIVE LOADS

G2 ANY DISCREPANCY ON THE DRAWINGS OR BETWEEN THE DRAWINGS AND/OR
THE SPECIFICATION AND/OR THE SPECIFIED AUS STANDARD SHALL BE
REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO
PROCEEDING WITH THE WORK. DURING TENDERING THE TENDER SHALL ASSUME
THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER
INSTRUCTIONS.

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CURRENT A S. CODES, INCLUDING ALL AMENDMENTS,
AND THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITY,
EXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.

G4 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE
VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION
ARE COMMENCED. THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED. NO
RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY
SCALING THE DRAWINGS. ALL DIMENSIONS ARE IN mm UNLESS SHOWN OTHERWISE

GS SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY
TENDER..

G6 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING THE STRUCTURE IN A STABLE CONDITION; ENSURING NO PART
SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES.

G7 THE STRUCTURAL DRAWINGS DO NOT SHOW ALL DETAILS OF FIXTURES, INSERTS,
SLEEVES, OPENINGS, ETC. REQUIRED BY THE VARIOUS TRADES. ALL SUCH DETAILS,

INCLUDING OPENINGS FOR CONSTRUCTION PURPOSES, MUST BE APPROVED BY THE
ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.

G8 INORDER TO COMPLY WITH BUILDING CODE & TO OBTAIN BUILDING APPROVAL
SOME OF THE FOLLOWING INSPECTIONS WILL BE REQUIRED (DEPENDING ON SCOPE).

FOOTINGS, PAD FOOTINGS, BORED PIERS - PRIOR TO POUR,
SLAB - PRIOR TO POUR, CHECK STEEL & FORMWORK.

RETAINING WALLS & FIRE WALLS - FOOTING PRIOR TO POUR & STEEL IN CAVITY.

STEELWORK & PORTALS - CONNECTIONS MUST BE VISIBLE.
FRAME - INCLUDING BRACING & TIE DOWN, PRIOR TO CLADDING, PLASTER.
RENOVATIONS - BEAMS ETC INSTALLED AND TIED DOWN, FIXINGS VISIBLE.

G9 THE STRUCTURE SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE
FOLLOWING DESIGN LOADS:

DEAD LOADS

TIM. FLOORS 1.1kPa (INCLUDES SERVICES & PARTITIONS)
TILE ROOF = 0.9kPa

SHEET ROOF 0.5kPa

FLOORS 1.SkPa

BALCONIES 3.0kPa

STAIRS 2.0kPa

CAR PARKS 2.5kPa

SPA BATHS 10.0kPa

NON TRAFFICABLE ROOFS IN ACCORDANCE WITH AS1170.1, SECTION 4.8.1 (0.25 kPa MIN.)
DESIGN WIND SPEED FOR COMMERCIAL JOBS ARE CALCULATED USING THE FOLLOWING:

$2 UNLESS SHOWN OTHERWISE, ALL STEEL SHALL BE IN ACCORDANCE WITH

AS3679 GRADE 300. ALL STEEL HOLLOW SECTIONS SHALL BE GRADE
350 IN ACCORDANCE WITH AS1163.

ALL PRESSED METAL PURLINS AND GIRTS SHALL BE GRADE 450 STEEL

IN ACCORDANCE WITH AS1538

$15

$3 UNLESS SHOWN OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL

BE IN ACCORDANCE WITH THE FOLLOWING MINIMUM REQUIREMENTS:

S16

{i) ALL WELDS SHALL BE 6MM CONTINUOUS FILLET WELDS ALL ROUND.

OR BUTT WELDS TO BE COMPLETE PENETRATION BUTT WELDS.
(ii) ALL BOLTS SHALL BE M20 - 8.8/S, WITH A MINIMUM OF 2
BOLTS PER CONNECTION:
PURLIN BOLTS TO BE M12 ~ 8.8/S WITH A MINIMUM OF 2 BOLTS
PER PURLIN END
iii) ALL GUSSET AND CLEAT PLATES SHALL BE 10mm THICK. UNO.
{iv) ALL CAP PLATES SHALL BE 12mm THICK. UNO.
(v) ALL BASE PLATES SHALL BE 20mm THICK. UNO.

$4 BOLT DESIGNATION:

4.6/5 REFERS TO COMMERCIAL BOLTS OF STRENGTH GRADE 4.6 TO
AS1111 TIGHTENED TO A SNUG TIGHT CONDITION.

8.8/5 REFERS TO HIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8.8

TO AS1252 TIGHTENED TO A SNUG TIGHT CONDITION.

8.8/TB REFERS TO HIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8
TO AS1252 FULLY TENSIONED TO AS4100 AS A BEARING JOINT.

8.8/TF REFERS TO HIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8
TO AS1252 FULLY TENSIONED TO AS4100 AS A FRICTION JOINT.

SS HIGH STRENGTH BOLTED JOINTS SHALL BE IN ACCORDANCE WITH AS4100.

THE SPECIFIED BOLT TENSION SHALL BE OBTAINED BY USE OF THE
"PART TURN” METHOD OF TIGHTENING.

S6 ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANISED.

57 ALL WELDS SHALL BE SP (SPECIAL PURPOSE) IN ACCORDANCE WITH
AS1554, ALL BUTT WELDS SHALL BE FULL STRENGTH COMPLETE
PENETRATION WELDS. ALL ELECTRODES SHALL BE CLASS E48.

$8 SUBSTITUTIONS FOR STEEL SECTIONS SHOWN ON DRAWINGS SHALL NOT

BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

59 ALL STEELWORK BELOW GROUND OR FINISHED SURFACE LEVEL IS T0
BE ENCASED IN 75mm MIN. CONCRETE ALL ROUND.

$10 ALL STEELWORK, EXCEPT THAT WHICH !S TO BE CONCRETE ENCASED,

FIRE SPRAYED OR CONTACT SURFACES OF FRICTION TYPE JOINTS,

SHALL BE SURFACE CLEANED ANO PAINTED IN ACCORDANCE WITH THE

SPECIFICATION.

Si STEELWORK THAT IS CONCRETE ENCASED, FIRE SPRAYED OR
FACING SURFACES OF FRICTION TYPE JOINTS SHALL BE LEFT
UNPAINTED AND FREE FROM SCALE.

$12 THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND ORILL ALL HOLES

St?

S18

PROTECTIVE COATINGS FOR STEELWORK

|

|

THE FABRICATION AND ERECTION OF THE STRUCTURAL STEELWORK

SHALL BE SUPERVISED BY QUALIFIED PERSONNEL EXPERIENCED IN

SUCH SUPERVISION TO ENSURE THAT ALL REQUIREMENTS OF THE DESIGN
ARE MET, DETAILS OF ERECTION SEQUENCE SHALL BE SUBMITTED TO

THE DESIGN ENGINEER FOR REVIEW PRIOR TO COMMENCEMENT OF ERECTION.
THE APPROVED ERECTION SEQUENCE SHALL NOT BE VARIED DURING THE
ERECTION PROCESS WITHOUT THE APPROVAL OF THE DESIGN ENGINEER.

CAMBERS i
ALL RAFTERS AND BEAMS OVER 6000mm IN LENGTH SHALL BE CAMBERED

Smm FOR EVERY po00mm OF LENGTH UNLESS NOTED OTHERWISE ON DWGS.
FOUR SETS OF STEELWORK SHOP DETAIL DRAWINGS SHALL BE SUBMITTED

TO ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY FABRICATION.
THE APPROVAL SHALL NOT COVER LAYOUT AND MEMBER DIMENSIONS.

CONCRETE ENCASED STRUCTURAL STEELWORK TO BE ENCLOSED BY F41
MESH PLACED CENTRALLY WITHIN THE ENCASEMENT. CONCRETE ENCASING
TO BE 50mm MIN, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

PROVIDE HOOK BOLTS TO PURLIN ADJACENT TO BRACING MID POINTS
TO CONTROL BRACE SAG.

 

 

 

 

 

 

 

 

 

 

 

 

 

ENVIRONMENT | LOCATION MINIMUM PROTECTIVE COATING
LINTELS IN
GENERAL STRUCTURAL STEEL MEMBERS MASONRY
MODERATE INTERNAL NO PROTECTION REQUIRED
MORE THAN thm OPTION 1. 2 COATS ALKYO PRIMER
8 FROM BREAKING SURF OPTION 2. 2 COATS ALKYD GLOSS
, OR MORE THAN 100m OPTION 3. HOT DIP GALVANISE 300g/m?min.
FROM SALT WATER | ere RN AL | OPTION 4, HOT DIP GALVANISE 100g/m?min. plus
NOT SUBJECT TO
8 (a) 1 COAT SOLVENT BASED
BREAKING SURF VINYL PRIMER
OR NON-HEAVY
INDUSTRIAL AREA OR {b) 1 COAT VINYL GLOSS OR ALKYD
SEVERE  |OPTION 4, 2 COATS ALKYD PRIMER
WITHIN tkm FROM INTERNAL OPTION 2, 2 COATS ALKYD GLOSS
SRN ode OPTION 1. INORGANIC ZINC PRIMER PLUS 2 COATS | HOT DIP
OF SALT WATER VINYL GLOSS FINISHING COATS GALVANISE
NOT SUBJECT TO OPTION 2, HOT DIP GALVANISE 300g/m°min. 600g/m?
BREAKING SURF | EXTERNAL | 9PTION 3, HOT DIP GALVANISE 100g/m?min, plus
OR HEAVY (a] 2 COATS SOLVENT BASED
INDUSTRIAL AREA] VINYL PRIMER
4 OR (b} 2 COATS VINYL GLOSS OR ALKYD
t
NOTES: i

1. HEAVY INDUSTRIAL AREAS MEANS INDUSTRIAL ENVIRONMENTS AROUND MAJOR
INDUSTRIAL COMPLEXES, THERE ARE ONLY A FEW SUCH REGIONS IN AUSTRALIA
LIKE NEWCASTLE OR PORT PIRIE.

2. THE OUTER LEAF AND CAVITY OF AN EXTERNAL MASONRY WALL OF A BUILDING,
INCLUDING WALLS UNDER OPEN CARPORTS ARE CONSIDERED TO BE EXTERNAL
ENVIRONMENTS. A PART OF AN INTERNAL LEAF OF AN EXTERNAL MASONRY
WALL WHICH IS LOCATED IN THE ROOF SPACE IS CONSIDERED AN INTERNAL
ENVIRONMENT. i

3, WHERE A PAINT FINISH IS APPLIED THE SURFACE OF THE STEELWORK MUST BE
CLEANED TO REMOVE ANY RUST IMMEDIATLY PRIOR TO PAINTING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vr= 61 m/

Md= 10. . NECESSARY FOR FIXING STEEL, TIMBER AND OTHER ELEMENTS 10 4. ALL ZINC COATINGS (INCLUDING ORGANIC ZINC) REQUIRE A BARRIER COAT TO

Meats (O83 STEEL WHETHER OR NOT DETAILED ON THE STRUCTURAL DRAWINGS, STOP CONVENTIONAL DOMESTIC ENAMELS FROM PEELING.

Ms= 1.0 S13. COLUMNS AND MULLIONS SHALL HAVE THEIR BASE PLATES FULLY S. REFER TO THE PAINT MANUFACTURER WHERE DECORATIVE FINISHES ARE

Mt= 1.0 GROUTED IN ACCORDANCE WITH THE SPECIFICATIONS AFTER PLUMBING REQUIRED ON TOP OF THE MINIMUM COATING SPECIFIED IN THE TABLE FOR

EOR RESIDENTIAL JOBS DESIGN WIND RATING IS GIVEN ON WALL BRACING PLAN AND LEVELING ON NEOPRENE PACKERS. PROTECTION OF THE STEEL AGAINST CORROSION.
ISSUE ISSUE DESCRIPTION DATE | DRAWN | APPROVED [DE: 4 VEC CLIENT: DRAWING TITLE:
0 | ISSUE FOR CONSTRUCTION a SSS KH os os _ - vo STA CONSULTING N,R&C TOKOVIC GENERAL AND STEEL NOTES
CKECKED: KM. SCALE: 4100 ENGINEERS (G.C.)
~ =} Orns draxing remain the copyright on ACN 129 448.442 . PROC ~ —_— ~~

° ‘onsulting Engineers Pty. Ltd. UNIT 1/486 SCOTTSDALE DRIVE
cee ere en VARSITY LAKES QLD 4227 CONSULTING |LOT 13 GRANT STREET a x a
mentioned company. PHONE: (07) 55221995 _ FAX:(07) 5522 1776 ENGINEERS |NOOSAHEADS CE 98868-G $01 1 4/0

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 17

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

MEMBER SCHEDULE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

     
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=P-P-P--4-4-P2 Toone ne MK No. MEMBER COMMENT
c Spd) bt Lowe q sc1__| 89SHS35 (350
wal | | P--.------ 5 il
, Sow errs m
| [el bt | iP sare 7 QI
Bei i i i | be 4 ae FB1 | 300 PFC
BO re Po. me: FB2 | 250 UB 25.7
rel | ltt | Zio FB3 | 250 PFC
orl TP Et |
ity Beli pptie ae
\S03/ B35 oO f= 2 STS lis 0 FB& 250 UB 37.3
iS wel ef. sit! FBS | 250 UB 37.3
Lette | | | be pereer ae FB6 | 300x45 LVL 13 SMART FRAME
ETT RTT TTT TT ve -
a pirrrrrid LBJ1 | 30045 LVL 13 SMART FRAME
4 blterttrt ts TRI | 300%45 LVL 10 SMART FRAME
Plrite rit 7S | 2/90x35 MGP12 STUDS
tod Prt | 3S 3/9035 MGP12 STUDS
Lf tot PRN be PP1 | 140x45 HWD F27 REFER DETAIL-S02
fo
/
N N
&
Til |_|
TRI
XN XN .
o> oS |
1
XN
aS '
SUB-FLOOR FRAMING - PART PLAN FLOOR FRAMING - PART PLAN
SCALE 1:100 SCALE 1:100
ISSUE DESCRIPTION k a CUENT: DRAWING TITLE:
‘0 | ISSUE FOR CONSTRUCTION = _ a Se = eC STA CONSULTING © Z N, R & C TOKOVIC SUB-FLOOR FRAMING &
CHECKED. KM SCALE 1100 ENGINEERS (G.C.) MEMBER SCHEDULE
© This drawing remains the copyright ACN 129 448 442 DRIVE: | 8s ORT _ — ee
Of STA Consulting Engineers-Pty.ttd. | a RIVE
L - = scotch ory OT ARS awe oe 4227 CONSULTIN G|LOT13 GRANT STREET =< <—— a
mentioned company. PHONE: (07) 5522 1998 _ FAX:(07) 5522 1776 ENGINEERS |NOOSAHEADS CE 98868-G $02 2 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 18

 

       

TIMBER TO TRIPLE STUD CONNECTION

TIMBER BERAER

GI STRAP

TRIPLE STUD NAILED
TOGETHER - 200crs

 

 

 

SCALE 1:10

8 THK CAP PLATE, 6CFW iE
TO TOP OF SC1 1®
12 THK MS PLATE A
6CFW TO SC1 POST 1 &
2/M16 TO UB

s

Ww

tat

re

 

 

 

 

 

 

TYP. UB CONNECTION DETAIL

 

 

 

 

 

 

 

 

 

M12 CHEMSET RAMSET
INJECTION 800 SERIES OR

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

pre

 

 

2/M16 TO

sci

 

—— 8 THK CAP PLATE, 6fFW
TO TOP OF SC1 !

et ——— 12 THK MS PLATE
6CFW TO SC1 POST

yr

 

7]

 

 

 

 

 

PFC

S(1

 

 

TYP. PFC CONNECTION DETAILS

 

SCALE 1:10

PROVIDE C BLOCK

10 THK PLATE, 6CFW

TO FB4, 2412 CHEMSET
RAMSET INJECTION 800
SERIES, OR EQUIVALENT.
170 MIN EMBEDMENT

 

 

 

 

Sct

 

 

IL
1
t
|

yp

TYP. TIMBER BEAM TO

$C1 CONNECTION
SCALE 1:10

 

 

TIMBER BEAM
200x100x10 FABRICATED
ANGLE, 6CFW TO SC1,
2/M16 TO TIMBER BEAM

60

 

 

 

 

 

SCALE 1:10
-—10THK STIFFNER PLATE,
6CFW TO INSIDE FLANGE
OF FBI,
F
; 4 FB2 fB2
JOIST BY OTHERS 7 Y Y
650 MAX.
CANTILEVER : c
FE ToMTa Ta a ead
SUPPLIERS SPECIFICATIONS E
10THK STIFFNER PLATE, — ff PER EDGES TABLE, STAGGEER
Le—— PPI 14 0x45 HWD F27 6CFW TO INSIDE FLANGE — | BOLTS TO ACHIEVE
BOLTED TO BLOCKWALL OF FBI, ux} — REQUIRED EDGE DISTANCES.

 

80

®
FB6

80

 

LBJ1

a

 

BOLTED TO FB6

a
\
L 100x100x6 EA

 

& LBJ1. 2M16 8.8/s

EQUIVALENT. 900crs STAGGERED

  

SECTION
SCALE 1:10

  

 

ALL CORES GROUTED

SECTION
SCALE 1:10

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ SECTION
SCALE 1:10 i
: SECTION ,
| SCALE 1:10
j ‘
ft
I
I
4
t
* \
ISSUE ISSUE DESCRIPTION DATE | DRAWN | APPROVED [DESIGNED: GR APPROVED: KN STA CONSULTING L CLENT: : ORAWING TITLE:
| ISSUE FOR CONSTRUCTION 40.0590] SSS XH DRAWN: SSS TE: S10 N,R&C TOKOVIC AN LS SHEET 1
~ oo ENGINEERS (G.C.) SECTION AND DETAILS
© This craving renans the copyright ACN 12944844200 wer : gy... _toRE — - a
— = —— —_ |. of STA onsulting Engineers Pty-Ltd. _ UNIT 1 1486 SCOTTSDALE DRI . {
sant ears a et VARSITY LAKES QLD 4227‘ CONSULT IN G|LOT13 GRANT STREET 3 Re
mentioneé company. PHONE: (07) 5522 1995 FAX:(07) 5522 1776 ENGINEERS |NOOSAHEADS CE 98868-G $03 3. 4/0

 

 

TS SHEET SE

Page 19

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          

 

 

 

    
 

 

60

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
     

NAILS

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3 MEMBER SCHEDULE
& TR2 MK No. MEMBER COMMENT
3 sai 89SHS3.5 C350
00%100x6 EA RB1 | 200x45 LVL 13 SMART FRAME
BOLTED TO FB6 &|/- GI STRAP GI STRAP ~
LBJ1. 2M12 8.8/s
TR2 20045 LVL 13 SMART FRAME
f 38 TRIPLE STUDS REFER DETAIL
3S NAILED :
JTOGETHER-200crs !
SECTION
SCALE 1:10
=| S
~~ ee eee ee ee - ee ee ee 4 -4
wo ef. —--- 4-4
wee ee - --- 4.4 ,
woe ee be--- 4.4
w—-—--— fe... td
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a. Soe _
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poe enn im
[OE = = 7 t L
~d-—-—-—---~—-~—----- — oe. { I
ROOF FRAMING PLAN === == ates i :
SCALE 1:100 . |
ISSUE ISSUE DESCRIPTION APPRO' NED: ): ' CLIENT: 4 IORAWING TITLE:
@_| ISSUE FOR CONSTRUCTION se ae 7 =e 3 me om STA CONSULTING . N, R & C TOKOVIC : ROOF FRAMING &
esecxen, Ke ENGINEERS (G.C.)_ , M
ACN 129 448 442 t Bf. — _|MEMBER SCHEDULE. _.. — -
— = — UNIT4 £486°SCOTTSDALE DRIVE- :
VARSITY LAKES QLD 4227 ' Cc ONSULTIN G|LOT 13 GRANT STREET TEs BRGTES a
PHONE: (07} 55221995 _ FAX:(07) 5522 1776 ENGINEERS | NOOSAHEADS CE 98868-G $04 4 4) 0

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4

 

Page 20

ABN #:37876973913 .

Sunshine Coast Regional Counci|

9 Pelican Street

Tewantin QLD 4585

Ph 5449 5200 Fax 5447 1062
Email: mai lbox@sunshinecoast .qld.gov.au
Website; wW.sunshinacoast .qld.gov.au

Date 28/05/2010 10:49 °

Receipt 00828850:0001 Termina) 2:7266
Melissa Holley Applied Building ‘Approval
PO Box S003Victoria Point 4165

Details Amount
Land Use App fees 1195.00
014.2010,00000662.001
~ Road/Drainage Pla 888,00
014.2010. 00000862 .001
~ Road/Drainage Fie 523.00
014.2010 00000862 001
Total Value: 2806 00
Tendered ,
Credit 2806 00

Change 0.00