Original source · versioned page text
Operational Works Application - DA Form 1 & Plans - 31 Edward St, Noosaville
Plans and drawings: the text below has words only, no drawings.
Very large file (19.2 MB): may take a few minutes to open.
DA Form 1 - Development application details
Approved form (version 1.3 effective 28 September 2020) made under section 282 of the Planning Act 2016.
This form must be used to make a development application involving code assessment or impact assessment,
except when applying for development involving only building work.
For a development application involving building work only, use DA Form 2 - Building work details.
For a development application involving building work associated with any other type of assessable development
(i.e. material change of use, operational work or reconfiguring a lot), use this form (DA Form 1) and parts 4 to 6 of
DA Form 2 - Building work details.
Unless stated otherwise, all parts of this form must be completed in full and all required supporting information must
accompany the development application.
One or more additional pages may be attached as a schedule to this development application if there is insufficient
space on the form to include all the necessary information.
This form and any other form relevant to the development application must be used to make a development
application relating to strategic port land and Brisbane core port land under the Transport Infrastructure Act 1994,
and airport land under the Airport Assets (Restructuring and Disposal) Act 2008. For the purpose of assessing a
development application relating to strategic port land and Brisbane core port land, any reference to a planning
scheme is taken to mean a land use plan for the strategic port land, Brisbane port land use plan for Brisbane core
port land, or a land use plan for airport land.
Note: All terms used in this form have the meaning given under the Planning Act 2016, the Planning Regulation 2017, or the Development
Assessment Rules (DA Rules).
PART 1 - APPLICANT DETAILS
1) Applicant details
Applicant name(s) (individual or company full name) k-LvXOty\\x>eeS> PTY UTJ?
Contact name (only applicable for companies)
Postal address (P.O. Box or street address) P- O Bex 42.G
Suburb j-Aove-____________
State TH Au S TVZxxJ
Postcode
Country
Contact number ^■2-1
Email address (non-mandatory) t<s/? 'S) lc?\o^y2>e>i • Goua
Mobile number (non-mandatory)
Fax number (non-mandatory)
Applicant’s reference number(s) (ifapplicable)
2) Owner’s consent __
2.1) Is written consent of the owner required for this development application?
□ Yes - the written consent of the owner(s) is attached to this development application
£3 No - proceed to 3)
/kA 46. ijj /. '8
8 9
A
RECEIVED X OJ Ik®
'co
Queensland
2 5 OCT 20:3 Government
^<^0 ■ ■
k Noosa Council SO : 73
A. Records >
Box: R: VS’ftro.
£ 2
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.
Full text of pages 2 to 20 (of 23)
Page 2
PART 2 - LOCATION DETAILS
3) Location of the premises (complete 3.1) or 3.2), and 3.3) as applicable)
Note: Provide details below ahcl attach a site plan for any or all premises part of the development application. Por further information, see DA
Forms Guide: Relevant plans.
3.1) Street address and lot on plan
□ Street address AND lot on plan (a/z lots must be listed), or
□ Street address AND lot on plan for an adjoining or adjacent property of the premises (appropriate for development in
water but adjoining or adjacent to land e.g. Jetty, pontoon. All lots must be listed).
Unit No. Street No. Street Name and Type Suburb
a)
Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local Government Area(s)
Unit No. Street No. Street Name and Type Suburb
b)
Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local Government Area(s)
3.2) Coordinates of premises (appropriate for development in remote areas, over part of a lot or in water not adjoining or adjacent to land
e.g. channel dredging in Moreton Bay)
Note: Place each set of coordinates In a separate row.
□ Coordinates of premises by longitude and latitude
Longitude(s) Latitude(s) Datum Local Government Area(s) (if applicable)
□ WGS84
□ GDA94
□ Other:
□ Coordinates of premises by easting and northing
Easting(s) Northing(s) Zone Ref. Datum Local Government Area(s) (if applicable)
□ 54 □ WGS84
□ 55 □ GDA94
□ 56 □ Other: [
3,3) Additional premises
□ Additional premises are relevant to this development application and the details of these premises have been
attached in a schedule to this development application
S Not required
4) Identify any of the following that apply to the premises and provide any relevant details
□ In or adjacent to a water body or watercourse or in or above an aquifer
Name of water body, watercourse or aquifer:
□ On strategic port land under the Transport Infrastructure Act 1994
Lot on plan description of strategic port land:
Name of port authority for the lot:
□ In a tidal area
Name of local government for the tidal area (if applicable):
Name of port authority for tidal area (if applicable):
□ On airport land under the Airport Assets (Restructuring and Disposal) Act 2008
Name of airport:
Page 2
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 3
Listed on the Environmental Management Register (EMR) under the Environmental Protection Act 1994
EMR site identification:
Listed on the Contaminated Land Register (CLR) under the Environmental Protection Act 1994
CLR site identification:
5) Are there any existing easements over the premises?
Note: Easement uses vary throughout Queensland and are to be identified correctly and accurately. For further information on easements and
how they may affect the proposed development, see DA Forms Guide.
[Z Yes - All easement locations, types and dimensions are included in plans submitted with this development
application
No
PART 3 - DEVELOPMENT DETAILS
Section 1 - Aspects of development
6.1) Provide details about the first development aspect
a) What is the type of development? (tick only one box)
0 Material change of use 0 Reconfiguring a lot 0.Operational work STeuilding work
b) What is the approval type? (tick only one box)
A Development permit 0 Preliminary approval Preliminary approval that includes a variation approval
c) What is the level of assessment?
0 Code assessment 0 Impact assessment (requires public notification)
d) Provide a brief description Of the proposal (e.g. 6 unit apartment building defined as muitl-unlt dwelling, reconfiguration of 1 lot into 3
lots):
e) Relevant plans
Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA Forms guide:
Relevant plans.
0 Relevant plans of the proposed development are attached to the development application
6.2) Provide details about the second development aspect
a) What is the type of development? (tick only one box)
Material change of use Reconfiguring a lot 0 Operational work Building work
b) What is the approval type? (tick only one box)
0 Development permit 0 Preliminary approval Preliminary approval that includes a variation approval
c) What is the level of assessment?
0 Code assessment 0 Impact assessment (requires public notification)
d) Provide a brief description of the proposal (e.g. 6 unit apartment building defined as multi-unit dwelling, reconfiguration of 1 lot into 3
tots):
e) Relevant plans
Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA Forms Guide:
Relevant plans.
S Relevant plans of the proposed development are attached to the development application
6.3) Additional aspects of development
Additional aspects of development are relevant to this development application and the details for these aspects
that would be required under Part 3 Section 1 of this form have been attached to this development application
H Not required
Page 3
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 4
Section 2 - Further development details
7) Does the proposed development application involve any of the following?
Material change of use Yes - complete division 1 if assessable against a local planning instrument
Reconfiguring a lot Yes - complete division 2__________________ ____________
Operational work Hr es - complete division 3
Building work Yes - complete DA Form 2 - Building work details
Division 1 - Material change of use
Note: This division is only required to be completed if any part of the development application involves a material change of use assessable against a
local planning instrument.
8.1) Describe the proposed material change of use
Provide a general description of the Provide the planning scheme definition Number of dwelling Gross floor
proposed use (include each definition in a new row) units (if applicable) area (m2)
(if applicable)
8.2) Does the proposed use involve the use of existing buildings on the premises?
Yes
No
Division 2 - Reconfiguring a lot
Note: This division is only required to be completed if any part of the development application involves reconfiguring a lot.
9.1) What is the total number of existing lots making up the premises?
9.2) What is the nature of the lot reconfiguration? (tick an applicable boxes)
Subdivision (complete 10)) Dividing land into parts by agreement (complete 11))
Boundary realignment (complete 12)) Creating or changing an easement giving access to a lot
from a constructed road (complete 13))
10) Subdivision
10.1) For this development, how many lots are being created and what is the intended use of those lots:
Intended use of lots created Residential Commercial Industrial Other, please specify:
Number of lots created
10.2) Will the subdivision be staged?
Yes - provide additional details below
No_________________________________
How many stages will the works include?
What stage(s) will this development application
apply to?
Page 4
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 5
11) Dividing land into parts by agreement - how many parts are being created and what is the intended use of the
parts?
Intended use of parts created Residential Commercial Industrial Other, please specify:
Number of parts created
12) Boundary realignment ______
12.1) What are the Current and proposed areas for each lol comprising the premises?
Current lot Proposed lot
Lot on plan description Area (m2) Lot on plan description Area (m2)
12.2) What is the reason for the boundary realignment?
13) What are the dimensions and nature of any existing easements being changed and/or any proposed easement?
(attach schedule if there are more than two easements)
Existing or Width (m) Length (m) Purpose of the easement? (e.g. Identify the land/lot(s)
proposed? pedestn'an access) benefitted by the easement
Division 3 - Operational work
Note: This division is only required to be completed if any part of the development application involves operational work.
14.1) What is the nature of the operational work?
□ Road work [M Stormwater □ Water infrastructure
[M Drainage work [jJ'Earthworks □ Sewage infrastructure
[^Landscaping □ Signage LJ Clearing vegetation
□ Other - please specify:
14.2) Is the operational work necessary to facilitate the creation of new lots? fe.g. subdivision)
□ Yes - specify number of new lots:
S^No
14.3) What is the monetary value Of the proposed operational work? (include GST, materials and labour)
l> AisA
PART 4 - ASSESSMENT MANAGER DETAILS
15) Identify the assessment manager(s) who will be assessing this development application
M pos A GcA^ C-1
16) Has the local government agreed to apply a superseded planning scheme for this development application?
□ Yes - a copy of the decision notice is attached to this development application
□ The local government is taken to have agreed to the superseded planning scheme request - relevant documents
attached
H'no
Page 5
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 6
PART 5 - REFERRAL DETAILS
17) Does this development application Include any aspects that have any referral requirements?
Note: A development application will require referral if prescribed by the Planning Regulation 2017.
^tNo, there are no referral requirements relevant to any development aspects identified in this development
application - proceed to Part 6
Matters requiring referral to the Chief Executive of the Planning Act 2016-.
□ Clearing native vegetation
□ Contaminated land (unexploded ordnance)
I I Environmentally relevant activities (ERA) (only if the ERA has not been devolved to a local government)
0 Fisheries - aquaculture
□ Fisheries - declared fish habitat area
□ Fisheries - marine plants
□ Fisheries - waterway barrier works
□ Hazardous chemical facilities
□ Heritage places - Queensland heritage place (on or near a Queensland heritage place)
□ Infrastructure-related referrals - designated premises
□ Infrastructure-related referrals - state transport infrastructure
El Infrastructure-related referrals - State transport corridor and future State transport corridor
□ Infrastructure-related referrals - State-controlled transport tunnels and future state-controlled transport tunnels
□ Infrastructure-related referrals - near a state-controlled road intersection
□ Koala habitat in SEQ region - interfering with koala habitat in koala habitat areas outside koala priority areas
□ Koala habitat in SEQ region - key resource areas
□ Ports - Brisbane core port land - near a State transport corridor or future State transport corridor
0 Ports - Brisbane core port land - environmentally relevant activity (ERA)
0 Ports - Brisbane core port land - tidal works or work in a coastal management district
0 Ports - Brisbane core port land - hazardous chemical facility
0 Ports - Brisbane core port land - taking or interfering with water
0 Ports - Brisbane core port land - referable dams
0 Ports - Brisbane core port land - fisheries
0 Ports - Land within Port of Brisbane’s port limits (below high-water mark)
0 SEQ development area
0 SEQ regional landscape and rural production area or SEQ rural living area - tourist activity or sport and
recreation activity
0 SEQ regional landscape and rural production area or SEQ rural living area - community activity
0 SEQ regional landscape and rural production area or SEQ rural living area - indoor recreation
0 SEQ regional landscape and rural production area or SEQ rural living area - urban activity
0 SEQ regional landscape and rural production area or SEQ rural living area - combined use
0 Tidal works or works in a coastal management district
0 Reconfiguring a lot in a coastal management district or for a canal
0 Erosion prone area in a coastal management district
0 Urban design
0 Water-related development - taking or interfering with water
0 Water-related development - removing quarry material (from a watercourse or lake)
0 Water-related development - referable dams
0 Water-related development -levees (category 3 levees only)
0 Wetland protection area
Matters requiring referral to the local government:
0 Airport land
0 Environmentally relevant activities (ERA) (only if the ERA has been devolved to local government)
Page 6
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 7
□ Heritage places - Local heritage places
Matters requiring referral to the Chief Executive of the distribution entity or transmission entity:
□ Infrastructure-related referrals - Electricity infrastructure
Matters requiring referral to:
• The Chief Executive of the holder of the licence, if not an individual
• The holder of the licence, if the holder of the licence is an individual
□ Infrastructure-related referrals - Oil and gas infrastructure
Matters requiring referral to the Brisbane City Council:
□ Ports - Brisbane core port land
Matters requiring referral to the Minister responsible for administering the Transport Infrastructure Act 1994:
QI Ports - Brisbane core port land (where inconsistent with the Brisbane port LUP for transport reasons)
□ Ports - Strategic port land
Matters requiring referral to the relevant port operator, if applicant is not port operator:
□ Ports - Land within Port of Brisbane’s port limits (below high-water mark)
Matters requiring referral to the Chief Executive of the relevant port authority:
d Ports - Land within limits of another port (below high-water mark)
Matters requiring referral to the Gold Coast Waterways Authority:
□ Tidal works or work in a coastal management district (in Gold Coast waters)
Matters requiring referral to the Queensland Fire and Emergency Service:
□ Tidal works or work in a coastal management district (involving a marina (more than six vessel berths))
18) Has any referral agency provided a referral response for this development application?
□ Yes - referral response(s) received and listed below are attached to this development application
|g No_________
Referral requirement Referral agency Date of referral response
Identify and describe any changes made to the proposed development application that was the subject of the
referral response and this development application, or include details in a schedule to this development application
(if applicable).
PART 6 - INFORMATION REQUEST
19) Information request under Part 3 of the DA Rules
□ I agree to receive an information request if determined necessary for this development application
□ I do not agree to accept an information request for this development application
Note: By not agreeing to accept an information request I, the applicant, acknowledge:
• that this development application will be assessed and decided based on the information provided when making this development
application and the assessment manager and any referral agencies relevant to the development application are not obligated under the DA
Rules to accept any additional information provided by the applicant for the development application unless agreed to by the relevant
parties
• Part 3 of the DA Rules will still apply if the application is an application listed under section 11.3 of the DA Rules.
Further advice about information requests is contained in the DA Forms Guide.
Page 7
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 8
PART 7 - FURTHER DETAILS
20) Are there any associated development applications or current approvals? (e.g. a preliminary approval)
(3 Yes - provide details below or include details in a schedule to this development application
□ No
List of approval/development Reference number Date Assessment
application references manager
□ Approval
□ Development application 11
0 Approval
□ Development application
21) Has the portable long service leave levy been paid? (only applicable to development applications involving building work or
operational work)
□ Yes - a copy of the receipted QLeave form is attached to this development application
□ No - I, the applicant will provide evidence that the portable long service leave levy has been paid before the
assessment manager decides the development application. I acknowledge that the assessment manager may
give a development approval only if I provide evidence that the portable long service leave levy has been paid
Not applicable (e.g. building and construction work is less than $150,000 excluding GST)_________________
Amount paid Date paid (dd/mm/yy) QLeave levy number (A, B or E)
$
22) Is this development application in response to a show cause notice or required as a result of an enforcement
notice?
H Yes - show cause or enforcement notice is attached
□ No
23) Further legislative requirements
Environmentally relevant activities
23.1) Is this development application also taken to be an application for an environmental authority for an
Environmentally Relevant Activity (ERA) under section 115 of the Environmental Protection Act 1994?
□ Yes - the required attachment (form ESR/2015/1791) for an application for an environmental authority
accompanies this development application, and details are provided in the table below
©■No
Note: Application for an environmental authority can be found by searching “ESR/2015/1791” as a search term at www.qld.qov.au. An ERA
requires an environmental authority to operate. See www.business.qld.qov.au for further information.
Proposed ERA number: Proposed ERA threshold:
Proposed ERA name:
0 Multiple ERAs are applicable to this development application and the details have been attached in a schedule to
this development application.
Hazardous chemical facilities
23.2) Is this development application for a hazardous chemical facility?
□ Yes - Form 69: Notification of a facility exceeding 10% of schedule 15 threshold is attached to this development
application
Q-No
Note: See www.business.qld.qov.au for further information about hazardous chemical notifications.
Page 8
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 9
Clearing native vegetation
23.3) Does this development application involve clearing native vegetation that requires written confirmation that
the chief executive of the Vegetation Management Act 1999 is satisfied the clearing is for a relevant purpose under
section 22A of the Vegetation Management Act 1999?
□ Yes-this development application includes written confirmation from the chief executive of the Vegetation
Management Act 1999 (s22A determination)
I^No
Note: 1. Where a development application for operational work or material change of use requires a s22A determination and this is not included,
the development application is prohibited development.
2. See https://www.qld.qov.au/environment/land/veqetation/apDlvinq for further information on how to obtain a s22A determination.
Environmental offsets
23.4) Is this development application taken to be a prescribed activity that may have a significant residual impact on
a prescribed environmental matter under the Environmental Offsets Act 2014?
□ Yes - I acknowledge that an environmental offset must be provided for any prescribed activity assessed as
having a significant residual impact on a prescribed environmental matter
SKno
Note: The environmental offset section of the Queensland Government’s website can be accessed at www.qld.qov.au for further information on
environmental offsets.
Koala habitat in SEQ Region
23.5) Does this development application involve a material change of use, reconfiguring a lot or operational work
which is assessable development under Schedule 10, Part 10 of the Planning Regulation 2017?
□ Yes - the development application involves premises in the koala habitat area in the koala priority area
□ Yes - the development application involves premises in the koala habitat area outside the koala priority area
E'no
Note: If a koala habitat area determination has been obtained for this premises and is current over the land, it should be provided as part of this
development application. See koala habitat area guidance materials at www.des.qld.qov.au for further information.
Water resources
23.6) Does this development application Involve taking or interfering with underground water through an
artesian or subartesian bore, taking or interfering with water In a watercourse, lake or spring, or taking
overland flow water under the Water Act 2000?
□ Yes - the relevant template is completed and attached to this development application and I acknowledge that a
/felevant authorisation or licence under the Water Act 2000 may be required prior to commencing development
MNo
Note: Contact the Department of Natural Resources, Mines and Energy at www.dnrme.qld.qov.au for further information.
DA templates are available from httpsV/olanninq. dsdmip. qld. gov.au/. If the development application involves:
• Taking or interfering with underground water through an artesian or subartesian bore: complete DA Form 1 Template 1
• Taking or interfering with water in a watercourse, lake or spring: complete DA Form! Template 2
• Taking overland flow water: complete DA Form 1 Template 3.
Waterway barrier works
23.7) Does this application involve waterway barrier works?
□ Yes - the relevant template is completed and attached to this development application
H No
DA templates are available from https://planninq. dsdmip. qld. qov.au/. For a development application involving waterway barrier works, complete
DA Form 1 Template 4.
Marine activities
23.8) Does this development application involve aquaculture, works within a declared fish habitat area or
removal, disturbance or destruction of marine plants?
□ Yes - an associated resource allocation authority is attached to this development application, if required under
the Fisheries Act 1994
[tfNo
Note: See guidance materials at www.daf.qld.qov.au for further information.
Page 9
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 10
Quarry materials from a watercourse or lake
23.9) Does this development application involve the removal of guarry materials from a watercourse or lake
under the Water Act 2000?
Yes - I acknowledge that a quarry material allocation notice must be obtained prior to commencing development
MNo
Note: Contact the Department of Natural Resources, Mines and Energy at www.dnrme.gid.qov.au and www.business.qld.qov.au for further
information.
Quarry materials from land under tidal waters
23.10) Does this development application involve the removal of guarry materials from land under tidal water
under the Coastal Protection and Management Act 1995?
Yes - I acknowledge that a quarry material allocation notice must be obtained prior to commencing development
ETno
Note: Contact the Department of Environment and Science at www.des.qld.qov.au for further information.
Referable dams
23.11) Does this development application involve a referable dam required to be failure impact assessed under
section 343 of the Water Supply (Safety and Reliability) Act 2008 (the Water Supply Act)?
Yes - the ‘Notice Accepting a Failure Impact Assessment’ from the chief executive administering the Water
Supply Act is attached to this development application
SZNo
Note: See guidance materials at www. dnrme. gid, gov, au for further information.
Tidal work or development within a coastal management district
23.12) Does this development application involve tidal work or development in a coastal management district?
Yes - the following is included with this development application:
Evidence the proposal meets the code for assessable development that is prescribed tidal work (only required
if application involves prescribed tidal work)
. A certificate of title
0ZNo
Note: See guidance materials at www.des.gld.Qov.au for further information.
Elueensland and local heritage places
23.13) Does this development application propose development on or adjoining a place entered in the Queensland
heritage register or on a place entered in a local government’s Local Heritage Register?
Yes - details of the heritage place are provided in the table below
IvfNo
Note: See guidance materials at www.des.qld.qov.au for information requirements regarding development of Queensland heritage places.
Name of the heritage place: Place ID:
Brothels
23.14) Does this development application involve a material change of use for a brothel?
Yes - this development application demonstrates how the proposal meets the code for a development
application for a brothel under Schedule 3 of the Prostitution Regulation 2014
El No
Decision under section 62 of the Transport Infrastructure Act 1994
23.15) Does this development application involve new or changed access to a state-controlled road?
Yes - this application will be taken to be an application for a decision under section 62 of the Transport
Infrastructure Act 1994 (subject to the conditions in section 75 of the Transport Infrastructure Act 1994 being
satisfied)
E^No
Page 10
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 11
Walkable neighbourhoods assessment benchmarks under Schedule 12A of the Planning Regulation
23.16) Does this development application involve reconfiguring a lot into 2 or more lots in certain residential zones
(except rural residential zones), where at least one road Is created or extended?
□ Yes - Schedule 12A is applicable to the development application and the assessment benchmarks contained in
schedule 12A have been considered
Q’no
Note: See guidance materials at www.planning, dsdmip. qld. qov.au for further information.
PART 8 - CHECKLIST AND APPLICANT DECLARATION
24) Development application checklist
I have identified the assessment manager in question 15 and all relevant referral
requirement(s) in question 17 HVes
Note: See the Planning Regulation 2017 for referral requirements
If building work is associated with the proposed development, Parts 4 to 6 of DA Form 2 - □ Yes
Building work details have been completed and attached to this development application ETf'Jot applicable
Supporting information addressing any applicable assessment benchmarks is with the
development application
Note: This is a mandatory requirement and includes any relevant templates under question 23, a planning report QXes
and any technical reports required by the relevant categorising instruments (e.g. local government planning
schemes, State Planning Policy, State Development Assessment Provisions). For further information, see DA
Forms Guide: Planning Report Template.
Relevant plans of the development are attached to this development application
Note: Relevant plans are required to be submitted for all aspects of this development application. For further es
information, see DA Forms Guide: Relevant plans.
The portable long service leave levy for QLeave has been paid, or will be paid before a □ Yes
development permit is issued (see 21) Q^Not applicable
25) Applicant declaration
[yf By making this development application, I declare that all information in this development application is true and
correct
L3 Where an email address is provided in Part 1 of this form, I consent to receive future electronic communications
from the assessment manager and any referral agency for the development application where written information
is required or permitted pursuant to sections 11 and 12 of the Electronic Transactions Act 2001
Note: It is unlawful to intentionally provide false or misleading information.
Privacy - Personal information collected in this form will be used by the assessment manager and/or chosen
assessment manager, any relevant referral agency and/or building certifier (including any professional advisers
which may be engaged by those entities) while processing, assessing and deciding the development application.
All information relating to this development application may be available for inspection and purchase, and/or
published on the assessment manager’s and/or referral agency’s website.
Personal information will not be disclosed for a purpose unrelated to the Planning Act 2016, Planning
Regulation 2017 and the DA Rules except where:
• such disclosure is in accordance with the provisions about public access to documents contained in the Planning
Act 2016 and the Planning Regulation 2017, and the access rules made under the Planning Act 2016 and
Planning Regulation 2017; or
• required by other legislation (including the Right to Information Act 2009)', or
• otherwise required by law.
This information may be stored in relevant databases. The information collected will be retained as required by the
Public Records Act 2002.
Page 11
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 12
PART 9 - FOR COMPLETION OF THE ASSESSMENT MANAGER - FOR OFFICE
USE ONLY
Date received: Reference number(s):
Notification of engagement of alternative assessment manager
Prescribed assessment manager
Name of chosen assessment manager
Date chosen assessment manager engaged
Contact number of chosen assessment manager
Relevant licence number(s) of chosen assessment
manager
QLeave notification and payment
Note: For completion by assessment manager if applicable
Description of the work
QLeave project number
Amount paid ($) Date paid (dd/mm/yy)
Date receipted form sighted by assessment manager
Name of officer who sighted the form
Page 12
DA Form 1 - Development application details
Version 1.3— 28 September 2020
Page 13
DRAWING SIZE - A2
NOTE:
BUILDERS TO REFER DRAWING S1.1 FOR SITE
INSPECTION REQUIREMENTS.
ROOF FRAMING SCHEDULE
MARK SIZE/GRADE______________
R1 150 x 45 (E13) LVL RAFTER 0 900 CTRS
RB1 200 RFC STEEL BEAM
TR TRUSSES 8 900 CTRS
RWP 150 x 45 (E13) LVL WALL PLATE
* INDICATES MEMBER WITHIN ROOF DEPTH.
- All exposed tinber to be H3 treated.
- All exposed laminated Umbers to be service doss 3 or better
with ai end grohs sealed
- Miere trusses a rafters spaced at 900ctrs provide battens at
300ctrs to satisfy Health & Safety Regulations otherwise epace
trusses and rafters at BOOctrs
i - (CONT.) Indkxrtes Continuous over 2 spans or more. Spans to
i ^u)
iL
i' be no more a less th<r 20% greater than adjacent span for
ksi continuity.
I, (PU)
r IIII 'I
I !
I
I ,
H
H
H
H
IL
II
I
R1 rd
RBI
i=i==^-.-
u II
II
II
II
M f
TIE-DOWN SCHEDULE
MEMBERS___________ REQUIREMENT_______
ad It
R1
j Battens - Trusses 1 /Batten Screw
—< ►
II
II
II ll
Yr-
“-7
F
I
i Truss - Top Plate
Rafter - Top Plate
2/Fromlng Anchors
2/Framing Anchors
I
Top Plate - Slab M12 Rods, 1800 ctrs max.
II TR IR TR II 'I
Il u II Rafter - Roof Beam 2/Framing Anchors
li i <pu) Wall Plate - Stud Wall 2/100mm Batten screws
II --‘y Wall Plate - Block Wall M12 Bolts, 600 ctrs
U 2/M16 Bolts
(EP) U RWP I
Roof Beam - Posts
J— Tl Posts - Bearers 2/Ml6 Bolts U.N.O.
Non L/B Ext Wall 1/ConCrete Noil - 1200
RWP Comments:
Fri
DENOTES ’TECO SPEEDBRACE’ II
-k “ItPU) Batten Screw- No.14 Tjpe 17 Screw, provide 43mm min.
TENSIONED h FIXED TO RAFTERS penetration into receiviig member.
AND LOOPED AT ENDS. Maximum truss width 6.0m
h
1lw
TR
S =— Fdi
---- 11 I” 3 I!J>
ii All framing anchors and straps to have 4/2.8mm0 nois
each end.
Roof truss design, bracing and girder truss tie-down by
F
truss manufacturer.
H
E'l R1 All Umber bolt holes are to have 80mm min. end clearance.
a: Il [“rT Any timber connections not nominated within these plans
shall be in strict accordance with AS1684.2-2010:
_-3
h H_
F!- R1<> Residential timber-framed construction.
1
h
-
/
l|“
i|
1li (PU) I RBI 1
L M
rlL-
_ l!(pu)
ROOF FRAMING PLAN
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 32038-N.
AU BRACING WAUS TO BE
LEGEND ENGAGED TO ROOF/FLOOR ANY CONNECTION DETAIL NOT NOMINATED
ALL BOLTED DMBER CONNECTIONS ARE VIA SHEAR BLOCKING AS SHAU BE IN STRICT ACCORDANCE WITH
l/b indicates load bearing wall under.
TO HAVE 5 x D MIN. END CLEARANCE. DETAILED ON STANDARD AS1684.2 RESIDENTIAL TIMBER FRAMED
WHERE D = BOLT DIAMETER. BRACING SHEETS FD1.1 CONSTRUCTION. Revision Description Date
(PU) INDICATES SUPPORT POST UNDER REFER WALL Issue:
FRAMING PLAN FOR SIZE. PRELIMINARY
(LU) INDICATES UNTEL UNDER REFER LOWER WALL
Unit 1/11 Project Ave,
FRAMING & BRACING PLAN FOR HPE/SIZE. Noosa Heads
Ph (07) 5455 5604
emal:[email protected]
CONSULTING web:www.scg-engineers.com
ENGINEERS ABN 40 098 481 899
Title:
ROOF FRAMING PLAN
Project
31 Edward St
Noosaville
0 2
1 3 4 j5m1:100 © A2 s Date: Drg No. Rev.
£ Oct 2023 32038 -S6.1
Page 14
DRAWING SIZE - A2
NOTE:
BUILDERS TO REFER DRAWING S1.1 FOR SITE
INSPECTION REQUIREMENTS.
TIMBER FRAME SPECIFICATION N3
UPPER FLOOR - LOAD BEARING
MEMBER SIZE/GRADE COMMENT
Top Plates 1/90x45 (F8) + Not trenched 140 STUD FRAME DOUBLE
1/90x35 (F8) STOREY FULL HT ~
Studs 6 450 90 x 35 (F8) 2700(H) Max. (P3) OUTLINE OF ROOF OVER OUTLINE OF ROOF OVER
□ l£^g
J(P')
Studs © 450
Btm. Plate
140 x 35 (F8)
90 x 45 (F8)
5800(H) Mox.
Not trenched n 197PB) 200 x 45
I
90 x 35 F8 Miere on slob
Noggins 90 x 35 (F8) 3.6 (PB)
At llOOcts max. OF ROOF OVER I X
I
LOWER STOREY OF 2 - LOAD BEARING ~
)s| |e i—STEEL
MEMBER SIZE/GRADE COMMENT ¥ BEAM
Top Plate 90 x 45 (F8) Not trenched 170 x 45 §
Studs 0 450 90 x 35 (F8) 2700(H) Max. J^TsJpb)” 2
2.1 (PB)
o
2
8mm WEB STIFF LNERS
Not notched 5.0 C.F.W.
I
r
2/90 x 35 (F8) 3600(H) Max.
go
Btm. Plate
Noggins
90 x 35 (F8)
90 x 35 (F8)
Jemb studs os per AS 1684.2.
Not notched
Not trenched
At HOOcts mox.
s
I
i?l
xl
?l
til
's'
I 10mm TOP PLATE
5.0 C.F.W,
4/M16 BOLTS
^1
NON-LOAD BEARING iH f—q(p1)
MEMBER SIZE/GRADE COMMENT si s (WB) (WB) | ALTERNATIVE 190 SINGLE
Top Plate
Studs © 450
Btm. Plate
90 x 35
90 x 35 S!
90 x 35 (F8) I (WB)
”>(WB)
(WB)*
(»B)* F[W
SKIN BLOCKWORK
(PI) - SHS
Noggins 90 x 35 (F8) Mid HL
I J(P1) STEEL POST
NOTE : 70x 35 (F8) can be used in lieu of 90 x 35 (F8) s 115
internal non-loadbeoring where approved by architect
*1 iS I* 100 x 250 x 10mm
END PLATES, 5.0 C.F.W
s!i gi
s I I " I-
2/M16 CHEMSET.
o
CD i
1.8 (PB)
]___ co 1
O I 30mm RECESSED
INTO TOP OF
BLOCK WORK
BRACING KEY 170 x 45 ST CO f
I
§
“ I o
—BRACING PANEL LENGTH. o 1 m
o Is
I X
1.8 (PB) <-------BRACING PANEL TYPE.
. OUTLINE OF ROOF IB STEEL POST CONNECTIONS
3ZW) OVER 19_(PB) i
(PB) - 4.0mm F27 PLY FIXED IN ACCORDANCE WITH TYPICAL DETAIL
THE MANUFACTURERS REQUIREMENTS TO
ACHIEVE 6.0kN/m (P2)
ooo
_200j< 45_
r)
140 STUD FRAME DOUBLE
LEGEND STOREY FULL HT
• M12 (U.N.O) ANCHOR ROD FROM ROOF
BEAM/TOP PLATE TO FLOOR BEARER/FLOOR WALL FRAMING PLAN
SLAB U.N.O.
------ BRACING PANEL REFER BRACING KEY FOR SIZE
TYPE AND STRENGTH. THIS DRAWING AND ASSOCIATED DETAILS
*(WB) 3(No.) M10 MASONRY BOLTS FROM S1UD WALL MUST BE READ IN CONJUNCTION WITH
TO CORE FILLED BLOCK WALL EQUALLY SPACED THE NOTES CONTAINED ON 32038-N.
UP STUD.
RB OVER ROOF BEAM OVER REFER ROOF FRAMING PLAN PROVIDE 100x50 HDWD NAIUNG ANY CONNECTION DETAIL NOT NOMINATED ALL STUDS TO SHS POSTS WITH 6 14G
PLATE TO TOP OF BLOCKWORK SHALL BE IN STRICT ACCORDANCE WITH WING TEK SCREWS EQUALLY SPACED.
(PI) 89 x 89 x 3.5 SHS POST. (GALV.) where exposed AS1684.2 RESIDENTIAL TIMBER FRAMED
AND STEEL UNTELS M12-900.
CONSTRUCTION. Revision Description Date
(P2) 3/ 100 x 100 x 5.0 SHS POST. (GALV.) where exposed
Issue:
(P3) 250 x 250 x 6.0 SHS POST. (GALV.) where exposed
PRELIMINARY
ALL BRACING WALLS TO BE
190 GROUT FILLED BLOCK WALLS, N12 ALL UNTEL SIZES NOTED ON ENGAGED TO ROOF/FLOOR Unit 1/11 Project Ave,
VERTICALS AND HORIZONTALS AT 800 CTRS ANO
OSCG
PLAN ARE TO BE VIA SHEAR BLOCKING AS Noosa Heads
FULL PERIMETER OF ALL OPENINGS, ADDITIONAL
E13 LVL’S U.N.O DETAILED ON STANDARD
VERTCALS WHERE NOTED ON PLAN. Ph (07) 5455 5604
BRACING SHEETS FD1.1 8 email :admin@stg^ngineera,«>m
a web:www.scg.engineers,com
i ENGINEERS ABN 40 008 481 899
Title:
FIRST FLOOR WALL FRAMING PLAN
Project
31 Edward St
Noosaville
0 1 2 3 4
jml: 100 © A2 ii Date:
Oct 2023
Drg No.
32038 -S5.1
Rev7
Page 15
DRAWING SIZE - A2
NOTE
_FLOOR FRAMING SCHEDULE
BUILDERS TO REFER DRAWING S1.1 FOR SITE MARK SIZE/GRADE
INSPECTION REQUIREMENTS. JI 150 x 45 (El 3) LVL JOISTS 8 450 CTRS
J2 200 x 45 (E13) LVL JOISTS 8 450 CTRS
J3 240 x 45 (F14) JOISTS 8 450 CTRS
FBI 250 UB 25.7 STEEL BEARER
FB2 300 PFC STEEL BEARER
FB3 250 UB 37.3 STEEL BEARER
FB4 240 x 45 (E13) LVL BEARER
FB5 250 PFC STEEL BEAM
FWP 150 x 45 (E13) LVL WALL PLATE
NP NAILED PLATE
HATCHING INDICATES NOTCHING OUT TO
HLL WITH 240 x 45 LVL 8300 CTRS — FLOOR WET AREAS OR PACKING TO DJ DOUBLE JOIST, NAIL LAMINATE
FLOOR OUTSIDE WET AREA WHERE J2 (LU) UNTEL UNDER, REFER BRACING PLAN
* INDICATES MEMBER WITHIN FLOOR DEPTH
(pu) T ! J3-300, Ji i------------------------ NP (HD) - LA. timber to be LVL15 In xxadonce erto AS4357.
- Al e^osed timber to be H3 treated.
M1! S' — H - Al etftoMd lam'nited trnbers to be eenke does 3 or better
p
with dl end grorts oeoied
- It Is further recommended that once seaM, members should
haw a 'mdthdd' cowr strip (or srnlar) applied to dl tap edges
of dedc joists 4 dedr bearers to ogdn mlnbolse the Ingress of
:l f I j VOID
moistrxe.
- Whore LVL's or Laminated TT de used In a LOST H3
i!F U
pl__________ JJ application please refer Manufacturer's specifications and guide
JB2^_ JW)__JjHD) _ -------- lines far best nstdlotkn.
r
- (COHT.) Indicates Continuous owr 2 spans d more Spans to
—
F
be no more or less than 20X greater than adjacent span Id
J (pu)Mc) J3 J3
(PU)
J3
(C) JI continuity.
-HOW dedc joists suppdting cdnpoelte deddng bodds to be
e'i ------- ------------------- -H
I;■1 jiJI j, J3 .__ J reduced to 300ctra or ae manufacturers requ'remonts
o
I|_(a)FB4*
i —IT
S' J J-/S J
I
£ J2 J2 ML1
'i -II
A\//
Hpu) FWP I
- -I- i _ i X
I (pu) FWP | 'FW>~/b'
I' (pu)1 (Zz
II J2 ]Kep) II
u," JI
JI I 1 1
O —
J L/B 'l 11
£ I FB4* H
J3 ’i1
1,1
(C) J3 | J3 J3 (PU) 3ll
-=^D)’ FBI* JI
r---— '(LU)' ------- =*1
FB2*
—<2|| -
J3
h
.VOID 13 'i
I II
(LU) 'I 1
(PU)'
J3-200 NP (HD)
nil WITH 240 x 45 LVl 0200 CTRS —
LEGEND FLOOR FRAMING PLAN
L/B INDICATES LOAD BEARING WALL UNDER.
(PU) INDICATES SUPPORT POST UNDER REFER WALL All BOLTED TIMBER CONNECTIONS ARE THIS DRAWING AND ASSOCIATED DETAILS
FRAMING PLAN FOR SIZE. TO HAVE 5 x D MIN. END CLEARANCE. MUST BE READ IN CONJUNCTION WITH
PROVIDE CLEARANCE LVL NAILING WHERE D = BOLT DIAMETER.
(LU) INDICATES UN TEL UNDER REFER LOWER WALL THE NOTES CONTAINED ON 32038-N.
FRAMING 4 BRAQNG PLAN FOR TYPE/SIZE. BETWEEN TOP OF JOIST JOIST HANGER PLATE M12-600 JOIST HANGER
4 TOP OF STEEL JOISTS TO PLATE JOISTS TO PLATE
^A) 125x75x10 UA ANGLE CLEATS FOR TIMBER BEAM
CONNECTIONS, 2/M16 BOLTS EACH LEG
80mm Min. END CLEARANCE ON ALL TIMBER HOLES. FLOOR FLOOR FLOOR
JOIST JOIST JOIST ANY CONNECTION DETAIL NOT NOMINATED Revision Description Date
REFER DETAILS Drg. FD1.1/FD1.2
SHALL BE IN STRICT ACCORDANCE WITH
AS1684.2 RESIDENTIAL TIMBER FRAMED Issue:
(EP) 10mm M.S. END PLATE TO STEEL BEAM
FOR BLOCKWALL CONNECTIONS 5.0mm C.F.W. / UB STEEL PFC STEEL
CONSTRUCTION.
PRELIMINARY
BEAM BEAM
4/M16 CHEMSETS 150 EMBEDMENT TO BLOCKWALL
80mm Min. EDGE DISTANCE ON CHEMSETS LVL NAILING PLATES, Unit 1/11 Project Ave,
>SCG
M12-600 STAGGERED. Noosa Heads
REFER DETAILS Drg. FD1.1/FD1.2 J
Ph (07) 5455 5604
email:admin@scg -engineers.com
10mm M.S. SIDE CLEAT TO STEEL BEAM r^\ FLOOR JOIST TO STEEL BEAMS
l(c) FOR STEEL BEAM CONNECTIONS Vy TYPICAL DETAILS
PROVIDE DOUBLE JOISTS UNDER ALL LOAD
BEARING AND BRACING WALLS RUNNING s
I * CONSULTING
ENGINEERS
web:www.scg-engineers.com
ABN40 0BA441 B99
5.0mm C.F.W., 2/M20 BOLTS,
PARALLEL TO JOISTS. Title:
REFER DETAILS Drg. FD1.1/FD1.2 FIRST FLOOR FRAMING PLAN
*(HD) 2/M16 HOLD DOWN BOLTS CAST 600 MIN INTO
BLOCK WALL Project
31 Edward St
REFER DETAILS Drg. FD1.1/FD1.2
Noosaville
0 1 2 3 4 i5m1:100 © A2 Date: Drg No. Rev7
Oct 2023 32038 - S4.1
Page 16
DRAWING SIZE - A2
NOTE:
BUILDERS TO REFER DRAWING S1.1 FOR SITE
INSPECTION REQUIREMENTS. i
i—STEEL
1 BEAM BLOCK WALL
BUILT UP OVER
8mm IO STIFFENERS—
5.0 C.F.W. 2/N12 n—j-r, BLOCK WALL
10mm TOP PLATE Ijjz'WILT UP OVER
5.0 C.F.W, II
2/M20 BOLTS II N10 STIRRUPS
z COMPACTED N20 AT 400 CTRS.
II ,N12
CONCRETE
E H COMPACTED N20
(HATCHED)
I z
E
CONCRETE
N10 STIRRUPS (HATCHED)
2/N16
AT 200 CTRS.
190
I N12
190
-- ---- (PI) - SHS
STEEL POST BL1 ~ BLOCK UNTEL BL2 ~ BLOCK UNTEL
10mm BASE PLATE ----- TYPICAL SECTION TYPICAL SECTION
5.0 C.F.W, 2/M16 CHEMSETS
150 EMBEDMENT INTO SLAB
65 MIN EDGE DISTANCE
J
100x50 HDWD
ZdTX(pi) ~ STEEL POST CONNECTIONS NAILING PLATE
V/ TYPICAL DETAIL 2/M12 TO SHS
FRAME/BEARER. UPPER FLOOR
V
12x300mm M.S.
SIDE CLEAT
BEYOND FOR FB2,
4-M16 (8.8/S)
I o FB8
BOLTS. o
o
12X300MM M.S. SIDE
CLEAT, 4-M16 (8.8/S)
L 50 Mox.
d STEEL
BEAM
-
(
} 8mm WEB STIFFENER
5.0 C.F.W
BOLTS.
f —10mm TOP PLATE
5.0 C.F.W,
II "■■■■ 100X100X6
SHS (GALV)
_100X100X6
SHS (GALV)
L_
-- ---- (PI) - SHS
STEEL POST
10mm BASE PLATE ----- 100x100x6
5.0 C.F.W, 2/M16 CHEMSETS
150 EMBEDMENT INTO SLAB
|o I bl----
J LOWER FLOOR TERRACE
SHS (GALV)
65 MIN EDGE DISTANCE v
3 U
THIS DRAWING AND ASSOCIATED DETAILS
H TT 12MM M.S. BASE
PLATES 2/N16
• WHISKERS EACH
<
5?
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 32038-N.
si| PLATE, PROVIDE
65 MIN. SLAB
EDGE CLEARANCE.
Revision Description Date
/D2\ (pi) ~ STEEL POST CONNECTIONS (SBF) ~ BRACING FRAME/POST
Issue:
TYPICAL
V17 TYPH “ DETAIL TYPICAL DETAIL PRELIMINARY
Unit 1/11 Project Ave,
) SCO
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
i
..J? CONSULTING
wetxwww.scg-engineers.com
ENGINEERS ABNXOOWWI 899
Title:
LOWER LEVEL WALL FRAMING PLAN
Project
31 Edward St
Noosaville
Date: Drg No. Rev."
4 Oct 2023 32038 -S3.2
Page 17
DRAWING SIZE - A2
NOTE:
BUILDERS TO REFER DRAWING S1.1 FOR SHE
INSPECTION REQUIREMENTS.
UMBER FRAME SPECIFICATION N3
UPPER FLOOR - LOAD BEARING
MEMBER SIZE/GRADE COMMENT
Top Plates 1/90x45 (F8) + Not trenched
1/90x35 (FB)
Studs 0 450 90 x 35 (FB) 2700(H) Mox.
Studs 0 450 140 x 35 (F8) 5800(H) Max.
Btm. Plate 90 x 45 (FB) Not trenched
90 x 35 F8 Where on slob
Noggins 90 x 35 (FB) At HOOcts max.
140 STUD FRAME DOUBLE
LOWER STOREY OF 2 - LOAD BEARING
SWYFUUHT
MEMBER SIZE/GRADE COMMENT
1
Top Plate 90 x 45 (FB) Not trenched (P3)0
Studs 0 45D 90 x 35 (F8) 2700(H) Mox.
Not notched 3.6 (PB)
2/90 x 35 (F8) 3600(H) Max.
Not notched
Btm. Plate 90 x 35 (F8) Not trenched
II
Noggins 90 x 35 (F8) At HOOcts max.
.L III
FB OVER g
Jomb etuds as per AS 1684.2.______
NON-LOAD BEARING________ §
o
' •—I-
y (pi) (PI)
o
E Ils
'll I
MEMBER SIZE/GRADE COMMENT _L8_(PBj
£ II I
s1
Top Plate
Studs 0 450
90 x 35
90 x 35 B §i FB OVER
1.8 (PB) II
III
ALTERNADVE 190 SINGU
t
Btm. Plate
Noggins
90 x 35
90 x 35 B Mid Hl. 8I
^1
o
EB
1.8 (PB)
-44—
SKIN BLOCKWORK
I
I
I
NOTE : 70x 35 (F8) con be used in ta of 90 x 35 (FB)
internal non-loadbeoring where approved by architect i(pl) si I
M(P1) =1
03
- J (Pl)
11 C(WB) (WB)
3.2
1.8 (PB)
§
o
E
FB OVER
FB OVER
1.8 (PB)
1.8 (PB)
(PI)
^~206T 45"?
/ 1^ (WB)
QC
§
E
II
II
II
II
II
'' u;
II m
II
z
z I
I
I
I
'DI II I
VS3.2 II I
II I
II
3.0 (PB)
BRACING KEY
2-40 x 45
j-—BRACING PANEL LENGTH.
1.8 (PB) <-------BRACING PANEL TYPE 140 STUD FRAME DOUBLE 75mm GREENBOARD WAU CLADDING -
STOREY FUU HT INSTALLED TO SUPPUERS SPECIFICATION
(PB) - 4.0mm F27 PLY FIXED IN ACCORDANCE WITH I
THE MANUFACTURERS REQUIREMENTS TO I
ACHIEVE 6.0kN/m I
LEGEND THIS DRAWING AND ASSOCIATED DETAILS
• Ml 2 (U.N.O) ANCHOR ROD FROM ROOF LOWER WALL FRAMING PLAN MUST BE READ IN CONJUNCTION WITH
BEAM/TOP PLATE TO aOOR BEARER/FLOOR THE NOTES CONTAINED ON 32038-N.
SLAB U.N.O.
------ BRACING PANEL REFER BRACING KEY FOR SIZE
TYPE AND STRENGTH. ANY CONNECTION DETAIL NOT NOMINATED
PROVIDE 100x50 HDWD NAIUNG
BL# BLOCK UNTEL REFER DRG S.3.2 FOR DETAILS. PLATE TO TOP OF BLOCKWORK SHAU BE IN STRICT ACCORDANCE WITH Revision Description Date
AND STEEL UNTELS M12-900. AS1684.2 RESIDENTIAL DMBER FRAMED
*(WB) 3(No.) M12 MASONRY BOLTS FROM STUD WAU
CONSTRUCTION. Issue:
TO CORE FILLED BLOCK WAU, EQUAUY SPACED
UP STUD.
PRELIMINARY
FB OVER FLOOR BEAM OVER REFER FLOOR FRAMING PLAN Unit 1/11 Project Ave,
AU BRACING WAUS TO BE
^SCG
Noosa Heads
(Pl) 89 x 89 x 3.5 SHS POST. (GALV.) where exposed AU UNTEL SIZES NOTED ON ENGAGED TO ROOF/FLOOR
Ph (07) 5456 5604
(P2) 3/ 100 x 100 x 5.0 SHS POST. (GALV.) where exposed
PLAN ARE TO BE VIA SHEAR BLOCKING AS 8 JP CONSULT1NS
email:admin@sc^enc>neers.<xm
E13 LVL'S U.N.0 DETAILED ON STANDARD web:vww.scg-engineers.com
(P3) MIN 125 SO x 6.0 SHS POST. (GALV.) where exposed BRACING SHEETS FD1.1 l . ENGINEERS ABN 40 006 481 899
Title:
190 GROUT RUED BLOCK WALLS, N12 LOWER LEVEL WALL FRAMING PLAN
VERTICALS AND HORIZONTALS AT 800 CTRS AND
FULL PERIMETER OF AU OPENINGS, ADDITIONAL Project
AU STUDS TO SHS POSTS WITH 6 14G
VERTICALS WHERE NOTED ON PLAN. 31 Edward St
WING TEK SCREWS EQUAUY SPACED.
89 SHS BRACING FRAME WITHIN THE DMBER Noosaville
(SBF) WAU FRAME REFER DETAILS. 0 1 2 3 4 j5m 1:100 © A2 Rev.
Date: Drg No.
Oct 2023 32038 -S3.1
Page 18
DRAWING SIZE - A2 90 STUD FRAMED WALL
N12 V RES 0 400
CAST IN CTRS ALONG TOP OF LEGEND ~ ELEMENT TAGS
STARTER BARS GREENBOARD CLADDING - WALL 100 COG ON ENDS ^CAST-IN
SLAB AS AS ARCHITECTURAL PLANS SLAB AS STARTER BARS V1SQUEEN VAPER MEMBRANE LAPPED ANO TAPED AT JOINTS
/ PER PLAN VPB
PER PLAN AS REQUIRED. AND AROUND ALL PENETRARONS, EXTEND UNDER FULL EXTENT
COB 2 SKINS 140 BLOCKWORK, SLAB AS 1
80(W) x 50(D) REBATE - PER PLAN. I OF FLOOR SLAB AND TERMINATE ON TOP OF INNER FOORNG
VPB VPB J N12-800 VPB EDGE
CONFIRM WITH ARCHITECT HORIZ 4 VERTICAL
FINISHED GROUND
SLOPING AWAY AT
^7 STARTERS U.N.O. 71--------- LEV COMPACTED LEVELLING LAYER SUCH AS CLEAN SAND OR
CRUSHED DUST. MAX DEPTH 200mm
1:20 MIN FOR lA/ I
w
LEV GROUND LEVEL LEV
1500mm MIN.. 1 CBF COMPACTED BACKHLL SOIL TYPE AND COMPACRON
-I— METHODS/TESRNG AS SPECIFIED.
r T*- N12 RE BARS 0 1000MM CTRS,
1 —L
N12 TIES 1000 CTRS,
COGGED ENDS. g
I----------------- 1
I + N12 RES 1000 CTRS,
COGGED ENDS. i I -t-----T ALTERNATE DIRECTION OF COG
I INTO SLAB.
(COeT CLEAN-OUT BLOCK TO ALLOW FLUSHING/CLEANING OF BLOCK
5I I §S I 8o i I I ----- CORE BEFORE GROURNG OR TO ENABLE SLAB CONNECRON TO
§
_ I
4L11TM T 4 B. 1 I -----
i
I
r 4L111M T 4 B.
1 3/N12 TOP
j4---- 6/N12 TOP 44 BOTTOM
BOTTOM
N12 UGS AT 600 CTRS
BLOCK WALL
WATERPROOF MEMBRANE TO BACK OF WALL REFER
4/N12 TOP 4 BOTTOM WPM
R6 UGS 900 CTRS R6 UGS 900 CTRS
R10 UGS AT 800 CTRS ARCHITECT/DESIGNER FOR SPEOFICARONS
450 450 600 600
AGO 200mm FREE DRAINING BACKHLL WITH AGI PIPE WRAPPED IN
GEOFABRIC BLANKET FALLING TO APPROVED DRAINAGE OUTLET.
EXTEND UPSTREAM END TO SURFACE TO ALLOW FLUSH OUT
(SF-01) STRIP FOOTING (SF-02) ~ STRIP FOOTING CF-01)~STRIP FOOTING (IF-01)~INTERNAL FOOTING
TYPICAL SECTION TYPICAL SECTION HPICAL SECTION TYPICAL SECTION
CAST-IN
STARTER BARS
AS REQUIRED.
I- FLOOR SLAB
'C BLOCKL AS PER PLAN.
400 COG.
190 BLOCK-------.
N12-400 V 4 H.
LEV)
VPB
I 2000(L) TRENCH 10mm BASE PLATE, 5.0 C.F.W. 10mm BASE PLATE, 5.0 C.F.W.
SLAB AS_,-
§ k CBF MESH TRIMMERS 4/M16 HOG HOLD DOWN BOLTS 6/M16 HOG HOU) DOWN BOLTS
VPB PER PLAN | I CAST 400 INTO FOOTING 150 COG. CAST 400 INTO FOORNG 150 COG.
,\ I 400 COG. (PROVIDE BITUMINOUS COATING TO (PROVIDE BITUMINOUS COARNG TO
| 400 LAP SHS POST AS DETAILED, SHS POST AS DETAILED,
s PLAN ROD)
COG STARTER BARS 400
ROD)
COG STARTER BARS 400
COB
(LEV)
s
X
I------ ' N12 TIES 1000 CTRS,
□ INTO BASE OF PAD AS
SHOWN
INTO BASE OF PAD AS
SHOWN
§ o
I
I
COGGED ENDS.
L 500 •- LAYER OF SLAB MESH
I I—J i H 4L1HM T 4 B.
R6 UGS 900 CTRS
2
(
TERRACE TERRACE
450 SHOWER BASE |8 § SLAB AS § SLAB AS
TYPICAL SECTION g §
PER PLAN
§
PER PLAN
•Q.
V
(IF-02)~INTERNAL FOOTING T \_ N12-2OO BOTH
DIRECRONS BOTTOM
N12-200-B0TH
DIRECRONS BOTTOM
TYPICAL SECTION
AS PER PLAN. AS PER PLAN.
J
ai
1/N12 TOP -I 10mm JOINT, MASTC
HLL IF WALL
, R12x400(L) GALV DOWELS
400 CTRS VERT. GREASE (PF-01A) PAD FOOTING (PF-01B) PAD FOOTING
RENDERED. ONE END OF DOWELS AND
GROUND LEVEL CAST-IN.
TYPICAL SECTION TYPICAL SECTION
190 BLOCK - CORE
PROVIDE FULL HT.
HUED N12-4O0 V 4 H.-
- LAP BARS 500MM. MOVEMENT JOINTS AT
8.0M CTRS.
N12 VERRCAL BARS,
BOTH SIDES OF
I
J'
THIS DRAWING AND ASSOCIATED DETAILS
ALL CORES CLEARED
JOINT. PROVIDE AT 8.0m CTRS MAX. MUST BE READ IN CONJUNCTION WITH
BEFORE POUR VIA THE NOTES CONTAINED ON 32038-N.
CLEAN-OUT BLOCKS. \ MOVEMENT JOINT
GROUND^ LEVEL TYPICAL SECTION
s I 200MM FREE DRAINING
'1-1
S
o
TO OUTLET.
BACKHLL WITH AGI PIPE
500 TYP. 500 TYP. ><
§ 3
400 COG.
§
Revision
Issue:
Description
PRELIMINARY
Date
! 5
150 THK HEEL SL82 GROUND SLAB
H B MESH TOP 40 COVER. PROVIDE 4/N12 'T BARS COGGED REFER PLAN FOR WET TOOLED
£ AND LAPPED WITH UPPER FOOTING § Unit 1/11 Project Ave,
1SCG
1500 1000 THICKNESS AND CONTROL JOINT. Qi Noosa Heads
TOP STEEL AND LOWER FOOTING
1200 800 3L11TM TOP 4 BOTTOM % REINFOR CEMENT Ph (07) 5455 5604
800 500 § § BOTTOM STEEL
1
email:[email protected]
<500 0 R6 UGS AT 900 CTRS ^00 COG. 400 COG. 400 COGGED ENDS. CONSULTING
4/N12 CORNER web:www.scg-engineers.com
ENGINEERS ABN 40 086 481 6B9
-BARS (2 TOP 2^
300 B BOTTOM) 500 LONG
LEGS. T
i Title:
FOOTING AND SLAB DETAILS
1.5 D LOWER SLAB MESH TO
MAINTAIN 40mm TOP COVER
CUT EVERY SECOND WIRE Project
TIED FOOTING MESH CORNER STEPPED FOOTING T.J. TOOLED JOINT 50mm BACK FROM UNE
31 Edward St
GWF - GARDEN WALL FOOTING TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION OF JOINT Noosaville
§ Dale: Drg No. TlevT
TYPICAL SECTION Oct 2023 32038 -S2.1
s
Page 19
DRAWING SIZE - A2
CONSTRUCTION SITE INSPECTIONS:
THE BUILDER/CONTRACTOR THIS FOOTING WITHOUT PIERS IS
• OUR FEE FOR STRUCTURAL DOCUMENTATION
SHALL CONFIRM ALL FOUNDED ABOVE CRITICAL
DOES NOT INCLUDE AND ALLOWANCE FOR SITE DEPTH UNE AND IS UNSTABLE.
RELEVANT LEVELS PRIOR TO
INSPECTIONS. THE BUILDER MUST ESTABUSH
COMMENCING WORKS.
WHO WILL BE PAYING FOR THESE VISITS PM
TO BOOKING THEM.
[GROUND /
• PRIOR TO BOOKING SITE INSPECDONS A VAUD
BUILDING APPROVAL (BA) MUST BE PROVIDED.
v/J/APAD LEVEL TI r
^STABLE Ii i ANY PROPOSED, EXISTING OR
INSPECTIONS WIL NOT BE UNDERTAKEN UNTIL
Ii i BACKFILLED EXCAVATON. THE
THIS IS SUPPUED. THIS FOOTING IS J 1i BUILDER MUST ENSURE ALL
• SITE INSPECTIONS MUST BE BOOKED WTH AT
i
Ii i EXCAVATIONS ARE DISCOVERED
STABLE X&x
LEAST 24 HOURS NOTICE. FOUNDED BELOW Ii AND THE FOOTING AND SLAB IS
i
• CERDFIERS REQUIRE THE FOLLOWNG ELEMENTS GWF CRITICAL UNE AND Ii i SECURED BELOW THE CRITICAL
INSPECTED AND FORM 16’s ISSUED. IS STABLE. Ii i UNE ACCORDINGLY. THIS MUST
ALL FOOTINGS/SLAB (•) ^^-3 I i INCLUDE A SEARCH OF ALL
1.73 Ii COUNCIL 4 OTHER RECORDS
•• BLOCK WORK (•) PIERS TO BE 300MM INTO i
•• FORMED CONCRETE (•) SELECTED FOUNDATION <511. Ii i FOR AS CONSTRUCTED PLANS
TO ESTABUSH EXCAVATON
•• FRAMING, BRACING 4 DE DOWN (•) SF-01 MATERIAL 4 BELOW THE I Q I
DEPTHS 4 WDTHS.
CRITICAL UNE.
(•) DENOTES PRIOR TO BEING CONCRETE/CONCEALED
I SF-02 n NOTE:
HORIZONTAL 30 DEGREE!
I I Ll
n 1. r
WE WILL NOT ISSUE FORM 16 CERTIFICATES FOR REFER DRG RO l_ 1_ ±_ I I 100 mm
THIS DETAIL ALSO APPLIES TO
____ LL EXISTING FOUNDATIONS ON
ELEMENTS NOT INSPECTED FOR POOL PF-01AI CF-02 r R.C. SLAB
DRAWING
It» !l SL82 MESH
i
NEIGHBOURING PROPERTIES. SHEET
r e 11 oo
L
TOP 30 COVER. PIUNG MUST BE INSTALLED WHERE
I 11 I |ds] EXISTING FOOTINGS WILL BE
UNDERSLAB FILLING
S?
WF
SZOj I 11 R FOUNDED ABOVE ANY EXCAVATION
IP ____ I L_ ZSBZZZzj 2 [os]
PRIOR TO HLUNG, REMOVE ALL TOPSOIL LOOSE CRITICAL DEPTH UNE
OR DISTURBED MATERIAL FILL TO CONSIST OF SL
CLEAN SAND WETTED AND COMPACTED IN 150mm - CRITICAL DEPTH UNE
LAYERS TO ACHIEVE 98% Mln. FIELD DENSITY. 11
I I I F- TYPICAL SECTION
I T.J. T.J.
h 1—z
COMPACTION RESULTS TO BE PRESENTED TO THE I I
ENGINEER FOR APPROVAL PRIOR TO SLAB
PREPERADONS. PROVIDE BACK-PROPPING TO ANY
RETAINING WALLS ADJACENT TO AREA BEING
COMPACTED FOR DRAIN REBATES ON
I 100 mm
R.C. SLAB
SL82 MESH
TOP 30 COVER.
0'2 1st
I I
11
I
|ps] 5 |DS|
b,.
L-T
TERRACE SLAB
GW-01 IF-01 I IF-01 II ft szof
LEGEND I
,r W- - \ ® i
\ ONE PIECE OF 3L11TM 2000(L) AXED TO
wjl
H] [rs| J3 b
IT
I I ZZJl^- T.J. T.J.
UNDERSIDE OF SLAB MESH 0 45 DEG. TO
CORNER. LENGTH AS INDICATED. i 100 mm
il
I I
L2—i!
GWF GARDEN WALL FOOTING,
REFER DRAWING S2.1 FOR DETAILS. I REFER DRG RD
FOR POOL
DRAWING
U' J
3I
R.C. SLAB
SL82 MESH
TOP 30 COVER.
-i-i
!7E rOV I I
I
I
[ps] 5 [ps]
MR I I
r-
SF-01
I
I I I
450(W) x 450(D) STRIP FOOTING,
REFER DRAWING S2.1 FOR DETAILS. u (r a: l ____ 11____ 1
T.J. T.J.
SF-02 450(W) x 450(D) STRIP FOOTING,
REFER DRAWING S21 FOR DETAILS.
II ® 2 [re] 3 T.J.
F 4 p1-SF-02 —|
J
tZSZZ
"i11r '“I i?
[ps]
I 1 i
IF-01 600(W) x 450(D) INTERNAL FOOTING,
r -®-i Ii lbs u 100 mm
R.C. SLAB
IF-02
REFER DRAWING S2.1 FOR DETAILS.
450(W) x 450(D) INTERNAL FOOTING, I TIMBER DECKING LAID
OVER TERRACE SLAB — FpU FP-? £P-J L FP-2 rr FT
I I
SL82 MESH
TOP
JT M30 UUTCA.|
COVER. . I
CF-01
REFER DRAWING S21 FOR DETAILS.
600(W) x 450(D) CONTINUOUS FOOTING, FP-1
PF >
CF-02 SF-02
SSzUi FP-2
SF-01
PF-01
REFER DRAWING S2.1 FOR DETAILS.
1500(W) x 1500(E) x 450(D) PAD FOOTING, —sUrx- SW/EX SW/EX SW/EX SW/EX SW/EX SW/EX SW/EX
i. SW/EX
n
u
SW/EX
WF
REFER DRAWING S21 FOR DETAILS
WIDEN FOOTING TO DIMENSIONS NOTED
EXTEND CAGE THROUGH, SL82 MESH BOTTOM.
V [re]
T.J.I DENOTES WET TOOLED JOINT TO TERRACE 1
I SLAB, REFER TO DETAILS ON DRAWING S2.1 FP-1 FP-1 FP-1 FP-1 FP-1 GWF FP-1 FP-1 FP-1 FP-1 P-1 FP-1
THIS DRAWING AND ASSOCIATED DETAILS
125 THK. DRIVEWAY SLAB ON COMPACTED EXISTING COUNCIL STORMWATER PIPE TO BE
EXISTING COUNCIL STORMWATER PIPE TO BE MUST BE READ IN CONJUNCTION WITH
[ps] MATERIAL SL82 MESH, TOP 40 COVER, PROTECTED IN ACCORDANCE WITH THE
FLEXIBLE JOINT AGAINST MASONRY/CONCRETE. PROTECTED IN ACCORDANCE WITH THE
OPERATIONAL WORKS DOCUMENTS BY SCG — THE NOTES CONTAINED ON 32038-N.
OPERATIONAL WORKS DOCUMENTS BY SCG CONSULTING ENGINEERS, MINIMUM ENCROACHMENT
CONSULTING ENGINEERS, MINIMUM ENCROACHMENT
100 THK. TERRACE SLAB ON COMPACTED 1.2m WITH FOOTING PIERS AS SHOWN .
[re] MATERIAL SL72 MESH, TOP 40 COVER,
1.2m WITH FOOTING PIERS AS SHOWN
FOOTING & SLAB PLAN SOIL TESTING TO CONFIRM EXISTING SOIL
200(W) X 200(D) EDGE THICKENING AT
UN-SUPPORTED EDGES. FLEXIBLE JOINT
PROFILES PRIOR TO CONSTRUCTION
Revision Description Date
AGAINST MASONRY/CONCRETE.
PLUMBING ARTICULATION NOTE: Issue:
300(W) x 400(D) INTERNAL SLAB BEAMS
Li 3 REFER ALL PLUMBING SERVICES TO BE HUNG
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
TARGET FOUNDATION SOIL PRELIMINARY
DRAWING S2.1 FOR DETAILS ALL FOOTINGS ARE TO BE FOUNDED 300mm INTO
FROM UNDER SIDE OF SLAB, REFER REFER CRITICAL DEPTH UNE NATURAL MEDIUM DENSE SAND OR SUPPORTED
FP-2 Drg AJ1 FOR PLUMBING ARTICULATION Unit 1/11 Project Ave,
450 DIA. CONCRETE FOOTING PIERS, 2.0m FOR GUIDANCE ALLOW FOR SPRAYED ON FOOTING PIERS AT 2.0m ctrs FOUNDED 300mm
e CTRS MAX. FOUNDED 300 BELOW ADJACENT
SW PIPE INVERT
REQUIREMENTS. CONCRETE FACING TO EXPOSED CUT
BATTERS SL72 MESH MIDDLE.
INTO NATURAL MEDIUM DENSE SAND.
")SCG
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
CONSULTING webiwww.scg-engineers.com
FP-1
e
350 DIA CONCRETE FOOTING PIERS, 3.0m
CTRS MAX. FOUNDED 300 BELOW ADJACENT FOOTING PIER REINFORCEMENT
i ENGINEERS ABN 40 096 481 699
Title:
SW PIPE INVERT FOOTING AND SLAB PLAN
DEPTH REINFORCEMENT
— SW/EX MOTES STORMWATER DRAIN EXISTING 0 - 1200 None required
Project
AS NOTED 1200 - 2400 2 - N12, R6 Ligs BOOcts 31 Edward St
2400 - 4500 4 - N12, R6 Ligs BOOcts
50mm SHOWER RECESS, REFER SECTION Noosaville
- Pta reinforcement to be U Ht and be cogged and lapped 400
FOR DETAILS. •tth footng tap reeifarcement 0 1 2 3 4 j5m1:100 @ A2 Date: Drg No. Rev.
- bftthmum Reinforcement Cover; 50mm
Oct 2023 32038 -S1.1
Page 20
DRAWING SIZE - A2
GENERAL : TIMBER :
I. DO NOT SCALE FROM THIS DRAWING. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS1720 AND AS1684.
2 ALL DIMENSIONS IN MILLIMETERS 2. ALL TIMBER FRAMING AND MINIMUM SIZES UNLESS INDICATED ON THESE DRAWINGS SHALL
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. BE IN ACCORDANCE WTH N3 TIMBER FRAMING MANUAL
4. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS ARE 3. ALL TIMBER UNLESS NOTED OTHERWISE SHALL BE SEASONED.
TO BE REFERRED TO THE ENGINEER IMMEDIATELY. 4. ALL TIMBER STORED ON SITE SHALL BE STACKED CLEAR OF THE GROUND AND SHALL BE
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES VMTHIN AND ADJACENT PROTECTED FROM THE WEATHER. FURTHER, ALL TIMBER EXPOSED DURING THE CONSTRUCTION
THE ALLOTMENT AND SHALL ENSURE THAT AL NEW WORKS ARE IN ACCORDANCE WITH THE PERIOD TO HAVE MINIMUM H2 TREATMENT, OR BE FULLY COVERED TO PROTECT AGAINST
ATTACHED CRITICAL DEPTH UNE DIAGRAM. MOISTURE, U.N.O.
6. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WTH THE SPECIFICATIONS AND 5. ALL BOLTED CONNECTIONS SHALL HA\£ 80mm MIN. END CLEARANCE AND BE FITTED WHH
REQUIREMENTS OF SCG CONSULTING ENGINEERS SITE INVESTIGATION & FOOTING REPORT. GALVANIZED MILD STEEL WASHERS.
(NO.15288(S)) 6. TEMPORARY BRACING AND SUPPORT IS TO BE PROVIDED THROUGHOUT THE CONSTRUCTION
7. PROTECTION AGAINST SUB-TERRAINIAN TERMITES IS TO BE IN ACCORDANCE WITH THE PERIOD UNTIL SUCH STAGE THAT ALL MEMBERS ARE INSTALLED AND CONNECTED IN
ARCHITECTS DETAILS. ACCORDANCE WITH DETAILS PROVIDED.
a AL EXCAVATIONS ARE TO REMAIN DRY AND FREE OF AL LOOSE MATERIAL PRIOR TO THE 7. ALL TIMBER SHALL BE APPROPRIATELY PROTECTED FROM INSECT AND/OR MOISTURE
PLACEMENT OF CONCRETE. ATTACK AT LEAST TO THE PROVISION OF THE BUILDING CODE OF AUSTRALIA AND AS3660 -
9. WHERE COMPACTED F1L IS NOTED ON THIS AND ASSOCIATED PLANS, COMPACTION TO PROTECTION FROM SUB-TERRANEAN TERMITES.
ACHIEVE 98% MINIMUM DENSITY RATIO TO BE ACHIEVED FOR COHESIVE (CLAY) SOILS AND 65% 8. PRE-FABRICATED ROOF TRUSSES ARE TO BE DESIGNED AND MANUFACTURED BY A
MINIMUM DENSITY INDEX FOR COHESIONLESS (SANDY) SOILS. IN ACCORDANCE WTH SPECIALIST CONTRACTOR. TRUSSES TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURERS
AS3798-2007. REQUIREMENTS.
10. UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY OF lOOkPA SHOULD BE 9. FLOOR JOISTS EXCEEDING 150mm IN DEPTH SHALL HAVE SOUD BLOCKING ALONG THE UNE
ACHIEVED WITHIN COMPLETED FILLING. COMPACTION AND BEARING CAPACITY TEST RESULTS OF ALL SUPPORTS AND AT MID SPAN FOR ALL SPANS EXCEEDING 3.0m AND AT 1/3 POINTS
MUST BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL PRIOR TO WORKS FOR SPANS EXCEEDING 4.2m.
PROCEEDING. 10. AL FRAMING ANCHORS, FIXING PLATES, NAIUNG PLATES, JOIST HANGERS TO BE
II. CHEMSET OR EPOXY BOLTING TO CONCRETE OR BLOCK WORK MEMBERS NOMINATED ON THE GALVANISED MINIMUM OR STAINLESS STEEL MIERE CONSTRUCTION WITHIN 20 km RADIUS OF
ATTACHED PLANS ARE TO UTILISE RAMSET CHEMSET INJECTION 800 SERIES OR EQUALY OPEN COASTAL AREAS
APPROVED. AL WORK TO BE IN STRICT ACCORDANCE WflTH THE MANUFACTURERS 11. GANG-NAILED SPUCE PLATES NOT PERMITTED FOR EXTERIOR TIMBER BEAMS.
REQUIREMENTS. 12 AL DETAIUNG OF GLUE LAMINATED AND LVL ENGINEERED TIMBER PRODUCTS SHAL BE IN
12 THE BUILDER MUST PROTECT AL EXISTING NEIGHBOURING STRUCTURES/BULDINGS STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.
THROUGHOUT THE WORKS, PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE MADE STEELWORK :
TO OUR CRITICAL DEPTH UNE DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE 1. AL WORKMANSHIP INCLUDING FABRICATION AND ERECTION SHAL BE IN ACCORDANCE WITH
13. THE BUILDER MUST HAVE A B.A APPROVAL FOR THE PROPOSED WORKS FROM EITHER A AS4100 4 AS5131 WTH AL MEMBERS AND SECTIONS BEING NEW AND FRE OF RUST AND
PRIVATE CERTIFIER OR LOCAL COUNCIL BEFORE ANY SITE INSPECTION CAN BE CARRIED OUT. DAMAGE. ANY VARIATION TO THIS MUST BE CONFIRMED IN WRITING BY THE ENGINEER PRIOR
14. AL BUILDING MATERIALS USED MUST MEET THE MINIMUM NATIONAL CONSTRUCTION CODE TO ANY WORK COMMENCING.
REQUIREMENTS. 2 UNLESS NOTED OTHERWSE THE CONSTRUCTION CATEGORY IS CC2 IN ACCORDANCE WTH
BRACING : AS5131 LOADING CRITERIA:
NEW DUELING: AL NEW STRUCTURES TO HAVE 50% OFF SPECIFIED BRACING TO BE 3. AL STEELWRK UNLESS NOTED OTHERWISE SHAL LEANED OF RUST AND MIL SCALE AND INTERNAL FLOORS = 1.5kPa
INSTALLED PRIOR TO ROOF GOING ON. COATED WTH ONE COAT OF ROZP.
EXISTING DWELLING: DURING CONSTRUCTION TEMPORARY PROPPING & BRACING TO BE 4. EXPOSED STEELWORK INCLUDING BOLTS SHOUD BE HOT DIPPED GALVANIZED IN BALCONY’S = 3.0kPa
INSTALLED TO SCG CONSULTING ENGINEERS SATISFACTION. ACCORDANCE WTH AS4680 AS APPUCABLE WIND RATING = N3 (W41N)
CONCRETE : 5. AL BOLTS UNLESS NOTED OTHERWISE SHAL BE GRADE 4.6/S GALVANIZED (S-SNUG TIGHT
1. AL WORKMANSHIP AND MATERIALS SHAL COMPLY WITH AS3600 - CONCRETE STRUCTURES IN ACCORDANCE WTH AS5131). WHERE GRADE a8/S ARE SPECIFIED ARE TO BE GALVANIZED
2 ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED TO THE CONCRETE UPON THE AND IN ACCORDANCE WITH AS12521 (S-SNUG TIGHT IN ACCORDANCE WITH AS5131)
APPROVAL OF THE ENGINEER. 6. TEMPORARY BRACING AND SUPPORT SHAL BE PROVIDED TO THE STRUCTURE UNTIL AL
3. AL CONCRETE SHAL BE NORMAL CLASS CONCRETE UNLESS NOTED OTHERWISE. CONCRETE BOLTS ARE INSTALLED AND TIGHTENED AS SPEaFlED.
GRADES, MAXIMUM SLUMPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLOWS; 7. AL STRUCTURAL STEEL MEMBERS TO CONFORM WTH THE FOLOWNG AUSTRAUAN
FOOTINGS - 25MPa, MAX SLUMP 100mm 4 20mm MAX. AGG. SIZE STANDARDS AND MINIMUM STRENGTHS GRADES (MPa);
GROUND FLOOR SLABS 100-150THK. - 25MPo, MAX. SLUMP 80mm 4 20mm MAX. AGG. SIZE. SHS/RHS/CHS H0L0W SECTIONS - AS1163, MIN GRADE C350L0 ABBREVIATIONS USED
BEAMS/COLUMNS/SUSPENDED SLABS - 40MPa, MAX SLUMP, 80mm 4 20mm MAX AGG. SIZE UB/UC/PFC/EA/UEA HOT ROLLED SECTIONS - AS3679, MIN GRADE 300
AL EXTERNAL PAVEMENT SLABS - 32MPa, MAX. SLUMP 80mm 4 20mm MAX AGG SIZE. PLATE SECTIONS - AS3678, MIN GRADE 250 (Cont) CONTINUOUS SPANS
BLOCKWORK GROUT - N25, MAX SLUMP, 100mm 4 10mm MAX AGG. SIZE. COLD FORMED PURUNS/GRTS (C OR Z) - AS1397, MIN GRADE 450
4. AL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS MUST BE MECHANICALY
CIRS CENTRES
8. AL WELDING SHAL BE CARRIED OUT IN ACCORDANCE WTH AS5131. ON-SITE WELDING IS
MBRATED. V&H VERTICAL & HORIZONTAL
NOT PERMITTED WITHOUT APPROVAL FROM THE ENGNEER. UNLESS NOTED OTHERWISE AL
5. IN NO INSTANCE SHAL THE CONCRETE BE WETTED UP PRIOR TO OR DURING PLACEMENT.
WELDS ARE TO BE aOmm CONTINUOUS FILLET WELDS (C.F.W.).
T&B TOP 4 BOTTOM
6. SLAB CONCRETE SHAL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS BY AN APPROVED CENTRE ONE
9. AL RESIDENTIAL CONSTRUCTION (CLASS 1) WELDS TO BE CATEGORY GP UNLESS NOTED
METHOD. DETAILS AVAILABLE UPON REQUEST. TYP TYPICAL
OTHERWISE. AL INDUSTRIAL (LASS WELDS TO BE CATEGORY SP UNLESS NOTED OTHERWISE,
7. FORMWORK TO BE IN ACCORDANCE WITH AS3610. DESIGN AND CERTIFICATION IS BY OTHERS
AL OTHER WELDS NOT SPEQF1ED TO BE CATEGORY GP UNLESS NOTED OTHERWISE. M.S MILD STEEL
AND MUST BE INSPECTED AND APPROVED BY THE FORMWORK DESIGNER PRIOR TO THE
10. THE ENGNEER IS TO BE PROVIDED WITH STELWORK SHOP DRAWINGS FOR REVIEW AND (GALV.) HOT DIPPED GALVANISED
PLACEMENT OF ANY CONCRETE,
COMMENT PRIOR TO FABRICATION.
a FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR SLABS TO THE Sq SQUARE
APPROVAL OF THE ENGINEER. REINFORCED BLOCKWORK :
1. AL MATERIALS ANO WORKMANSHIP TO BE IN ACCORDANCE WITH AS3700 2001. NB PLEASE NOTE
SCREW PIERS ■
1. SCREW PIERS WHERE SPEQFED ARE TO BE DESIGNED AND NSTAUED BY SPECIALIST 2 MINIMUM MASONRY STRENGTH fUOISMpo HDWD HARDWOOD TIMBER
CONTRACTOR TO ACHIEVE THE LOADS NOMINATED ON THE ASSOCIATED PLANS (SHOWN 3. MORTAR MIX 1 : 1/2 : 5 (CEMENT: UME: SAND) LVL LAMINATED VANEER LUMBER (TIMBER)
UNFACTORED). THE SCREW PIER SPECIALIST MUST SATISFY THEMSatES WITH REGARD TO 4. AL CORES TO BE CLEANED AND FREE OF AL MORTAR FINS PRIOR TO GROUTING VIA KD KILN DRIED
CLEAN-OUT BLOCKS AT THE BASE OF THE WALL
ANY GEOTECHNICAL REPORT/lNFORMATION REQUIRED FOR THEIR DESIGN. WE RECOMMEND THE B.G.L BELOW GROUND LEVEL
5. MINIMUM GROUT STRENGTH fc=25MPa (300kg/m3 MIN. CEMENT) WITH A MAXIMUM
BUILDER REQUEST THE PIER CONTRACTOR INSTALL A TEST SCREW PIER PRIOR TO COMMENCING U.N.O. UNLESS NOTED OTHERWISE
AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FUL DEPTH OF CORE WITH PLAIN ROD OR
WORKS TO ENSURE ALL PIERING COSTS ARE KNOWN BEFORE COMMENCING WORKS.
REINFORCEMENT :
SIMILAR. THK. THICK
7. MINIMUM COVER TO REINFORCING is 20mm FROM INSIDE FACE OF BLOCK. BARS TO BE L/B LOAD BEARING
1. THE FOLLOWING MARKS ARE USED TO IDENTIC THE VARIOUS REINFORCING STEELS USED,
ARRANGED AS SHOWN ON ASSOGATED DETAILS.
GOVERNING STANDARD FOR USE ALSO USTED;
8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWINGS. WATERPROOF
v.o.s VERIFY ON SITE
TM - TRENCH MESH, min «0MPo (AS1304)
MEMBRANES INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES REQUIREMENTS. s/s STAINLESS STEEL (Grode: 316)
F - MESH/FABRIC, MIN. 450MPa (AST304)
9. UNLESS NOTED OTHERWISE AL WAL VERTICAL STARTER BARS ARE TO BE CAST INTO THE T.F.D TO FUTURE DETAIL
N - DEFORMED BAR, MIN. SOOMPo (AS1302) SUPPORTING FOOTING OR FLOOR SLAB UNDER AS APPUCABLE
R - PLAIN BAR, MIN 250MPO (AS1302) 10. AL MASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY BRACED OR OTHERWISE
W - HARD DRAWN WIRE, MIN 450MPo (AS1303) STABIUSED AS NECESSARY TO RESIST WAND LOADS OR LATERAL FORCES, IN ACCORDANCE WITH
2 ALL REINFORCEMENT SHALL BE CHAIRED, RED AND RESTRAINED IN THE CORRECT LOCATION LOCAL AUTHORITIES WORK PLACE HEALTH AND SAFETY GUIDE UNES.
TO ENSURE NO MOVEMENT DURING CONCRETE PLACEMENT. SLAB MESH CHAIRS AT 800mm ALUMINIUM WORK :
CIRS. MAX. IN BOTH DIRECRONS. 1. AL WORKMANSHIP SHAL BE IN ACCORDANCE WTH AS1664 WITH AL MEMBERS AND
3. MINIMUM COVER TO REINFORCEMENT 6 AS FOLLOWS; SECTIONS BEING NEW AND FREE OF RUST AND DAMAGE. EXTRUDED ALUMINIUM TO BE GRADE Revision Description Date
FOOTNGS 4 PIERS - 40mm ALL FACES 6351-TS U.N.O. PLATED ALUMINIUM TO BE GRADE 5083 U.N.O DESIGN AND FABRICATED
SLABS ON GROUND - 30mm TOP (INTERNAL SURFACES) TOLERANCE TO BE +/- 5mm Max.. Issue:
- 30mm BOTTOM (OVER POLY. DPM) 2 AL BOLTS, NUTS AND WASHER SHAL BE GRADE 316 STAINLESS STEEL APPLY A UBERAL PRELIMINARY
- 40mm (EXPOSED SURFACES). COATING OF DURALAC OR LANOCOTE TO
SUSPENDED SLABS - 30mm (INTERNAL SURFACES). AL CONTACTING SURFACES. TEMPORARY BRACING AND SUPPORT SHAL BE PROVIDED UNTIL
O see
Unit 1/11 Project Ave,
- 40mm (EXPOSED SURFACES). AL BOLTS ARE INSTALLED AND TENSIONED. NEOPRENE WASHER TO FORM SEPARATION GAPS Noosa Heads
BETWEEN METAL TYPES
BEAMS 4 COLUMNS- 40mm (EXPOSED SURFACES). Ph (07) 5455 5604
3. AL WELDING SHAL BE CARRIED OUT BY A SPEOAUST TRADESMEN IN WORKSHOP
- 30mm (INTERNAL SURFACES).
CONDITONS IN ACCORDANCE WITH AS1665. ON-SITE WELDING IS ONLY PERMITTED FOLOWING
£ '‘W.. .J? CONSULTING
email:[email protected]
9
4. MINIMUM LAP LENGTHS ARE 225mm (ONE PANEL PLUS 25mm) FOR SLAB MESH, 500mm
FOR TRENCH MESH AND 40 TIMES THE BAR DIAMETER OR 500mm WHICHEVER GREATER FOR
REINFORCING BARS.
PRIOR APPROVAL FROM THE ENGINEER. UNLESS NOTED OTHERWISE AL WELDS ARE TO BE
6.0mm CONTINUOUS FILLET WELDS (C.F.W.). AL BUTT WELDS TO BE FUL PENETRATION.
4. THE ENGINEER IS TO BE PROVIDED WITH STELWORK SHOP DRAWINGS FOR REVIEW AND
I
Title:
ENGINEERS
web:www.scg-engineers.com
ABN 40 068 444 S90
5. ALL EXPOSED STARTER BAR ENDS TO BE FITTED WITH PROTECTIVE END CAPS UNTIL COMMENT PRIOR TO FABRICATION.
NOTES
ENCASED IN CONCRETE
Project
31 Edward St
Noosaville
? Date: Drg No. Rev.
Oct 2023 32038 -N
The text continues on page 21.