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Operational Works Application OPW17/0039
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,
o '..e' ,,~., t '"'ounter
Noosa Council - 1 JAN 2017
PO Box 141
Tewantin QLD 4565
----
31st January 2017
Re: 14-16 Hastings St Noosa Heads QLD 4567
Dear Sir/Madam,
The proposed signage development for the above address is for external signage only
and The Signcraft Group believe it involves negligible environment. Our proposal
consists of the following signs:
• Remove existing fascia sign and replace with new "Sofitel" internally illuminated
sign 315mm x 4000
• Remove existing fascia sign and replace with new "Sofitei" internally illuminated
sign 473mm x 6000
• Install 1 off internally illuminated fascia sign "Noosa pacific Resort" 3BOmm x
BOOOmm
Special Areas:
An on site observation shows that the installation of the proposed signs will not detract
from the amenity and visual quality of the streetscape.
Views and Vistas:
The installation of the new signs does not compromise or obscure any existing views or
interfere with the advertising of any surrounding properties.
Streetscape setting and landscape:
Given the actual size of the property and its existing buildings, the new signs will not
compromise the surrounding environment. .
Site and Building:
We believe that our proposal is not out of proportion with the surrounding building. We
believe that the innovative design/colours will only enhance the visual impact of the site
and blend in with the surrounding building.
IBox: . ..3..Q.~.\ R: ;J
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Safety:
With minimal internal illumination and the signs being located wholly within the
boundary of the property the location proposes no risk to passing pedestrians and
cyclists, nor will it hinder the view of approaching traffic.
We realise that the planning allows for only 1 illuminated sign per frontage, our client is
hoping that council takes into account that the illumination of their whole sign package
is important to attracting cliental as the area is a very popular tourist town.
It is believed that the signage proposal in question does not impact on the surrounding
landscape as it is currently stands. In stating this though, should this situation arise,
both Signcraft and our client would be willing to work with council to resolve any issues
so that a satisfactory agreement may be reached between all parties.
If you have any further queries please do not hesitate to contact me via email on
[email protected] or on 0420 976 317.
Page 3
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Department of Infrastructure, Local Government and Planning
IDAS form 1-Application details
(Sustainable Planning Act 2009 version 4.3 effective 5 December 2016)
This form must be used for ALL development applications.
You MUST complete ALL questions that are stated to be a mandatory requirement unless otherwise identified on this
form.
For all development applications, you must:
• complete this form (IDAS form 1-Application details)
• complete any other forms relevant to your application
• provide any mandatory supporting information identified on the forms as being required to accompany your
application.
Attach extra pages if there is insufficient space on this form.
All terms used on this form have the meaning given in the Sustainable Planning Act 2009 (SPA) or the Sustainable
Planning Regulation 2009.
This form and any other IDAS form relevant to your application must be used for development applications 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. Whenever a planning scheme is mentioned, take it to mean land
use plan for the strategic port land, Brisbane core port land or airport land.
PLEASE NOTE: This form Is not required to accompany requests for compliance assessment.
I Mandatory requirements
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 alilDAS 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.)
Namels (individual or company name in full) I SWJcllA-f-J_'< _
For companies, contact name LJ;?NN It=-e' a.. ffA(.2.£6e(L-~---
Postal address - 0- &'"1 ~
Suburb
State
Country
Contact phone number I 03 '1360 <OdS\)
Mobile number (non-mandatory requirement)
1_%26 °r\ \0 2>l'l~ ~
Fax number (non-mandatory requirement) 1 --
.• Queensland
(g' Government
Page 4
Department of Infrastructure, Local Government and Planning
Email address (non-mandatory requirement)
Applicant's reference number (non-mandatory
requirement)
1, What is the nature of the development proposed and what type of approval is being sought?
Table A-Aspect 1 of the application (If there are additional aspects to the application please list in Table B-Aspect2.)
a) What is the nature of the development? (Please only tick one box.)
o Material change of use 0 Reconfiguring a lot 0 Building work Operational work
b) What is the approval type? (Please only tick one box.)
o Preliminary approval o Preliminary approval o Development permit
under s241 of SPA under s241 and s242
of SPA
c) Provide a brief description of the proposal, including use definition and number of buildings or structures where
applicable (e.g. six unit apartment building defined as a multi-unit dwelling, 3D lot residential subdivision etc.)
d) What is the level of assessment? (Please only tick one box.)
E'JImpact assessment 0 Code assessment
Table B-Aspect 2 of the application (If there are additional aspects to the application please list in Table C-
Additional aspects of the application.)
a) What is the nature of development? (Please only tick one box.)
o Material change of use 0 Reconfiguring a lot 0 Building work 0 Operational work
b) What is the approval type? (Please only tick one box.)
o Preliminary approval o Preliminary approval
under s241 and s242
o Development
permit
under s241 of SPA
of SPA
c) Provide a brief description of the proposal, including use definition and number of buildings or structures where
applicable (e.g. six unit apartment building defined as a multi-unit dwelling, 3D lot residential subdivision etc.)
d) What is the level of assessment?
o Impact assessment 0 Code assessment
Table C-Additional aspects of the application (If there are additional aspects to the application please list in a
separate table on an extra page and attach to this form.)
o Refer attached schedule 0 Not required
IDAS form I-Application details
Version 4.3-5 December 2016
Page 5
Department of Infrastructure, Local Government and Planning
2. Location of the premises (Complete Table D and/or Table E as applicable. Identify each lot in a separate row.)
Table D-Street address and lot on plan for the premises or street address and lot on plan for the land adjoining or
adjacent to the premises (Note: this table is to be used for applications involving taking or interfering with water.)
(Attach a separate schedule if there is insufficient space in this table.)
Q/ Street address and lot on plan (All lots must be listed.)
o Street address and lot on plan for the land adjoining or adjacent to the premises (Appropriate for
development in water but adjoining or adjacent to land, e.g. jetty, pontoon. All lots must be listed.)
Street address Lot on plan description Local government area
(e.g. Logan, Cairns)
Lot Unit Street Street name and official suburbl Post- Lot no. Plan type
no. no. locality name code and plan no.
i)
ii)
iii)
Planning scheme details (If the premises involves multiple zones, clearly identify the relevant zonels for each lot in a
separate row in the below table. Non-mandatory)
Lot Applicable zone I precinct Applicable local plan I precinct Applicable overlayls
i)
ii)
iii)
Table E-Premises coordinates (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.) (Attach a separate schedule if there is insufficient
space in this table.)
Coordinates Zone Datum Local government
(Note: place each set of coordinates in a separate row) reference area (if applicable)
Easting Northing Latitude Longitude
0 GDA94
0 WGS84
0 other
3. Total area of land on which the development is proposed (indicate square metres)
4. Current use/s of the premises (e.g. vacant land, house, apartment building, cane farm etc.)
He It: L..
IDAS form 1-Application delails
Version 4.3-5 December 2016
Page 6
Department of Infrastructure, Local Government and Planning
5. Are there any current approvals (e.g. a preliminary approval) associated with this application? (Non-
mandatory requirement)
GY No o Yes-provide details below
List of approval reference/s Date approved (dd/mm/yy) Date approval lapses (dd/mm/yy)
6. Is owner's consent required for this application? (Refer to notes at the end of this form for more information.)
o No
QI Yes-eomplete either Table F, Table G or Table H as applicable
Table F
Name of ownerls of the land
l/lNe, the above-mentioned ownerls of the land, consent to the making of this application.
Signature of ownerls of the land
Date
Table G
Name of ownerls of the land I(L
The owner's written consent is attached or will be provided separately to the assessment manager.
Table H
Name of ownerls of the land I
o By making this application, I, the applicant, declare that the owner has given wrilten consent to the making of the application.
7. Identify if any of the following apply to the premises (Tick applicable box/es.)
o Adjacent to a water body, watercourse or aquifer (e.g. creek, river, lake, canal)-compiete Table I
o On strategic port land under the Transport Infrastructure Act 1994-complete Table J
o In a tidai water area-eomplete Table K
o On Brisbane core port land under the Transport Infrastructure Act 1994 (No table requires completion.)
o On airport land under the Airport Assets (Restructuring and Disposal) Act 2008 (no table requires completion)
o the
Listed on either the Contaminated Land Register (CLR) or the Environmental Management Register (EMR) under
Environmental Protection Act 1994 (no table requires completion)
Table I
Name of water body, watercourse or aquifer
IDAS form 1-Application details
Version 4,3-5 December 2016
Page 7
Department of Infrastructure, Local Government and Planning
Table J
Lot on plan description for strategic port land Port authority for the lot
Table K
Name of local government for the tidal area (if applicable) Port authority for the tidal area (if applicable)
B. Are there any existing easements on the premises? (e.g. for vehicular access, electricity, overland flow,
water etc)
No 0 Yes-ensure the type, location and dimension of each easement is included in the plans submitted
9. Does the proposal include new building work or operational work on the premises? (Including any
services)
o No Yes-ensure the nature, location and dimension of proposed works are included in plans submitted
10. Is the payment of a portable long service leave levy applicable to this application? (Refer to notes at the
end of this form for more information.)
g No-go to question 11 DYes
10a. Has the portable long service leave levy been paid? (Refer to notes at the end of this form for more
information.)
5t No
o Yes-eomplete Table L and submit, with this application, the local government/private certifier's copy of the
accepted QLeave form
Table L
Amount paid Date paid QLeave project number (6 digit number
(dd/mmlyy) starting with A, B, E, L, P or S)
11. Has the local government agreed to apply a superseded planning scheme to this application under
section 96 of the Sustainable Planning Act 2009?
r::( No
o Yes-please provide details below
Name of local government Date of written notice given Reference number of written notice given
by local government by local government (if applicable)
(dd/mmlyy)
IDAS form 1-Application details
Version 4.3-5 December 2016
Page 8
Department of Infrastructure, Local Government and Planning
12. 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)
Description of attachment or title of attachment Method of lodgement to
assessment manager
113. Applicant's declaration
By making this application, I declare that all . in this application is true and correct (Note: it is unlawful to
provide false or misleading information)
Notes for completing this form
• Section 261 of the Sustainable Planning Act 2009 pre ribes when an application is a properly-made application.
Note, the assessment manager has discretion to accept an application as properly made despite any non-
compliance with the requirement to provide mandatory supporting information under section 260(1 )(c) of the
Sustainable Planning Act 2009
Applicant details
• Where the applicant is not a natural person, ensure the applicant entity is a real legal entity.
Question 1
• Schedule 3 of the Sustainable Planning Regulation 2009 identifies assessable development and the type of
assessment. Where schedule 3 identifies assessable development as "various aspects of development" the
applicant must identify each aspect of the development on Tables A, Band C respectively and as required.
Question 6
• 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. If a development application relates to a state resource, the application is not required to be supported
by evidence of an allocation or entitlement to a state resource. However, where the state is the owner of the
subject land, the written consent of the state, as landowner, may be required. Allocation or entitlement to the state
resource is a separate process and will need to be obtained before development commences.
Question 7
• If the premises is listed on either the Contaminated Land Register (CLR) or the Environmental
Management Register (EMR) under the Environmental Protection Act 1994 it may be necessary to
seek compliance assessment. Schedule 18 of the Sustainable Planning Regulation 2009 identifies
where compliance assessment is required.
Question 10
• 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 2013.
IDAS form I-Application details
Version 4.3-5 December 2016
Page 9
Department of Infrastructure, Local Government and Planning
Question 10a
• 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 can be completed on the QLeave website at
www.qleave.qld.gov.au. For further information contact QLeave on 1800803481.
Privacy-The information collected in this form will be used by the Department of Infrastructure, Local Government
and Planning (DILGP), assessment manager, referral agency andlor building certifier in accordance with the
processing and assessment of your application. Your personal details should not be disclosed for a purpose outside of
the IDAS process or the provisions about public access to planning and development information in the Sustainable
Planning Act 2009, except where required by legislation (including the Right to Information Act 2009) or as required by
Parliament. This information may be stored in relevant databases. The information collected will be retained as
required by the Public Records Act 2002.
OFFICE USE ONLY
Date received ____________ 1 Reference numbers
NOTIFICATION OF ENGAGEMENT OF A PRIVATE CERTIFIER
To Council. I have been engaged as the private certifier for the
building work referred to in this application
---------------- I
BSA Certification license Building
Date of engagement Name c1assification/s
number
QLEAVE NOTIFICATION AND PAYMENT (For completion by assessment manager or private certifier if
applicable.)
Date receipted
Name of officer
QLeave project Amount paid form sighted by
Description of the work Date paid who sighted the
number (S) assessment
form
manaqer
The Sustainable Planning Act 2009 is administered by the Department of Infrastructure, Local Government and
Planning. This form and all other required application materials should be sent to your assessment manager and any
referral agency.
IDAS form I-Application details
Version 4.3-5 December 2016
Page 10
Department of Infrastructure. Local Government and Planning
IDAS form 6-Building or operational work assessable
against a planning scheme
(Sustainable Planning Act 2009 version 3.1 effective 3 August 2015)
This form must be used for development applications for building work or operational work assessable against a
planning scheme.
You MUST complete ALL questions that are stated to be a mandatory requirement unless otherwise identified on this
form.
For all development applications, you must:
• compiete IDAS form 1-Application details
• complete any other forms relevant to your application
• provide any mandatory supporting information identified on the forms as being required to accompany your
application.
Attach extra pages if there is insufficient space on this form.
All terms used on this form have the meaning given in the Sustainable Planning Act 2009 (SPA) or the Sustainable
Planning Regulation 2009.
This form must be used for buiiding work or operational work relating on 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 that requires assessment against the land use plan for that land. Whenever a planning scheme is mentioned,
take it to mean land use plan for the strategic port land, Brisbane core port land or airport land.
I Mandatory requirements
1. What is the nature of the work that requires assessment against a planning scheme? (Tick all applicable
boxes.)
o Building work-complete Table A ~ operation~1 work-complete Table B
Table A
a) What is the nature of the building work (e.g. building, repairing, altering, underpinning, moving or demolishing a
building)?
V~\VJ ~t.[)~~ CAV\d v-<cfbDC) I/\JU rWJ r~
b) A'7 there any current approvals associated with this application? (e.g. material change of use.)
0' No 0 Yes- provide details below
List of approval reference/s Date approved (dd/mm/yy) Date approval lapses (dd/mm/yy)
Queensland
Governmenl
Page 11
Department of Infrastructure, Local Government and Planning
Table B
a) What is the nature of the operational work? (Tick all applicable boxes.)
D Road works D Stormwater D Water infrastructure
D Drainage works D Earthworks D Sewerage infrastructure
D Landscaping d' Signage D Clearing vegetation under the planning scheme
D Other-provide details
b) Is the operational work necessary to facilitate the creation of new lots? (E.g. subdivision.)
~ No D Yes-specify the number of lots being created 1================================
c) Are there any current approvals associated with this application? (E.g. material change of use.)
if No D Yes-provide details below
List of approval reference/s Date approved (dd/mm/yy) Date approval lapses (dd/mm/yy)
2. What is the dollar value of the proposed building work? $
(Inc GST, materials and labour.)
3. What is the dollar value of the proposed operational work? $ 31$\ oa"tl • O(
(Inc GST, materials and labour.)
I Mandatory supporting information
4. Confirm that the following mandatory supporting information accompanies this application
Mandatory supporting information Confirmation of Method of
lodgement lodgement
All applications involving building work or operational work
A site plan drawn to an appropriate scale (1:100, 1:200 or 1:500 are EJ Confirmed
recommended scales) which shows the following:
• the location and site area of the land to which the application relates
(relevant land)
• 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)
• 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 .
IDAS form 6-Building or operational work assessable
against a planning scheme
Version 3.1-3 August 2015
Page 12
Department of Infrastructure, Local Government and Planning
/
A statement about how the proposed development addresses the local
government's planning schemes and any other planning documents relevant
0' Confirmed
to the application.
A statement addressing the relevant part(s) of the State Development ~nfirmed
Assessment Provisions (SDAP). ot applicable
Applications for building work (including extensions and demolition that is assessable development)
Floor plans drawn to an appropriate scale (1 :50, 1:100 or 1:200 are ~nfirmed
recommended scales) which show the following: Not applicable
• the north point
• the intended use of each area on the fioor plan (for commercial, industrial
or mixed use developments only)
• the room layout (for residential development only) with all rooms clearly
labelled
• the existing and the proposed built form (for extensions only)
• the gross floor area of each proposed floor area .
•
Elevations drawn to an appropriate scale (1:100,1:200 or 1:500 are ~nfirmed
recommended scales) which show plans of all building elevations and ot applicable
facades, clearly labelled to identify orientation (e.g. north elevation).
Plans showing the size, location, proposed site cover, proposed maximum ~onfirmed
number of storeys, and proposed maximum height above natural ground level Not applicable
of the proposed new building work.
Plans showing the extent of any demolition that is assessable development. D Confirmed
D Not applicable
Applications for operational work involving earthworks (filling and excavating)
Drawings showing: ~onfirmed
• existing and proposed contours Not applicable
• areas to be cut and filied
• the location and level of any permanent survey marks or reference
stations used as datum for the works
• the location of any proposed retaining walls on the relevant land and their
height
• the defined flood level (if applicable)
• the fill level (if applicable) .
Applications for operational work involving roadworks
Drawings showing: ~onfirmed
• existing and proposed contours Not applicabie
• 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)
• kerb lines including kerb radii (where not parallel to centreline) and
tangent point changes (where not parallel to centreline)
• 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 markinas includina details on raised pavement markers
IDAS form 6-Building or operational work assessable
against a planning scheme
Version 3.1-3 August 2015
Page 13
Department of Infrastructure, Local Government and Planning
• catch pit, manhole and pipeline iocations
• 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 materia!.
Applications for operational work involving stormwater drainage
Drawings showing: B2nfirmed
at applicable
• existing and proposed contours
• drainage locations, diameters and class of pipe, open drains and
easements
• manhole location, chainage and offset or coordinates and inlet and outlet
invert levels
• inlet pit locations, chainage and offset or coordinates and invert and kerb
levels.
Applications for operational work involving water reticulation
Drawings showing: 84nfirmed
at applicable
• 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
• 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 work involving sewerage reticulation
Drawings showing: ~nfirmed
. at applicable
• 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) .
Applications for operational work involving street lighting
Drawings showing: ~onfirmed
Not applicable
• location of ali 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 anv variations to normal alionment
IDAS form 6-Building or operational work assessable
against a planning scheme
Version 3.1-3 August 2015
Page 14
Department of Infrastructure, Local Government and Planning
• details of lighting levels .
Applications for operational work involving public utility services
Drawings showing: ~onfirmed
• any existing light poles and power poles Not applicable
• any existing underground services
• details of proposed services
• alteration to existing services .
Applications for operational work involving landscaping works
Drawings showing: ~onfirmed
• the location of proposed plant species Not applicable
• a plant 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 .
Privacy-Please refer to your assessment manager, referral agency and/or building certifier for further details on the
use of information recorded in this form.
OFFICE USE ONLY
Date received I Reference numbers
------------
The Sustainable Planning Act 2009 is administered by the Department of Infrastructure, Local Government and
Planning. This form and all other required application materials should be sent to your assessment manager and any
referral agency.
IDAS form 6-Building or operational work assessable
against a planning scheme
Version 3.1-3 August 2015
Page 15
KL Noosa Properties Ply Limited
ACN 602 738 907
25.01.17
KL Noosa PropertiesPty limited
14-16 Hastings St,
Noosa Heads QLD 4567
Lot 7 RP 802632
Land Owner's Consent
To Whom It May Concern:
Re: Proposed Signage and Associated Works at KL Noosa Properties Pty
limited, 14-16 Hastings Street, Noosa Heads QLD 4567
We hereby authorise Signcraft Pty Ltd, of 350-380 Kororoit Creek Road, Altona VIC, to
act on our behalf in all matters concerning obtaining planning/building pennits for
signage works at the above property, and any other matters relating to same. -'
Yours Sincerely,
Greg Karedis
KL Noosa Properties Pty limited
Director
KL Noosa Properties Pty Limited as nominee for the KL Pacific Partnership ABN 68 113 940 189
Property Address: 14-16 Hastings Street, Noosa Heads OLD 4567
Phone: +61 754494888 Fax: +61 7 5449 4753 email: [email protected]
Postal Address: PO Box 322, Neutral Bay NSW 2089
Office: 202 Military Road, Neutral Bay NSW 2089
Phone: +61 299080333 Fax: +61 29908 0344
Page 16
Jennifer Harberger
From: Glen Conforti <[email protected]>
Sent: Thursday. 1 September 2016 1:10 PM
To: Jennifer Harberger
Subject: FW: sign licence query
Attachments: Sofitel_Noosa Pacific resort QLD - Sky signs.pdf
Hi Jennifer,
Thanks for sending your enquiry. The proposal is for 3 illuminated signs. The planning scheme allows for 1 illuminated
sign per frontage. There is no approval for any additional illuminated signage to the southern facade of the
development. There are 2 options
1. Illuminate only 1 of the 3 signs and it would be self-assessable - no planning approval required
2. Submit the plans for a planning approval (operational works [OPW] signage) - please note that not all 3
signs are likely to be supported as illuminated.
The fee for the OPW - sign age application is $774 per non-compliant sign. The proposal being 2 additional
illuminated signs to that the code prescribes = $1548 total fee.
Regards
Glen Conforti
DevelopmentPlannerI NoosaCouncil
Phone: 0753296241
Email: [email protected]
Website: www.noosa.gld.gov.au
Location: Level2, 9 PelicanStreet,Tewantin
Mail: PO Box 141TewalltinQld4565
NOOSA COUNCIL
Please consider the environment before printing this email
From: Jennifer Harberger [mailto:[email protected]]
Sent: Tuesday. 30 August 2016 12:35 PM
To: Glen Conforti
Cc: Paula Abramowicz
Subject: sign licence query
Good afternoon Glen.
Just wondering if you could please have a look at our proposal for a new sign at Sofitel Noosa
Pacific resort - Hastings st Noosa Heads and confirm whether we need to apply for a sign licence
or if we could just replace the existing sign with our proposed sign?
Looking forward to hearing from you.
Regards
Jennifer Horberger
Purchasing Officer
t +61 3 9360 6250 In +61 420 976 317
a 580-598 Kororoit Creek Road. Altona North VIC 3025
P PO Box 575. Altona North VIC 3025
signcraft.com.au
1
Page 17
\(ISTEI{
Vtstek Pty. Ltd. (ABN: 80 122 033 628)
Suite 101, a Bank PI., Melbourne, VIC, 3000
T: "'61 3964004241 F: +61 396400626
WNW. vistek..com.au [email protected]
STRUCTURAL + CIVIL ENGINEERS
PROJECT: solltel Noosa Sign 1
Wall Mounted Sign WM[4xO.3x21]
LOCATION: 14-16 Hastings st,
Noosa OLD 4567
REFERENCE: sCF477A_a RevO
START DATE: 17-Jan-17
COMPLETED: 21-Jan-17
ENGiNEER: FD
Rev Na. Date Revision Details
0 21-Jan-17 Issued for construction
VERiFICATION & CERTIFICATION OF
STRUCTURAL DESIGN OOCUMENTS
Dr Valdis Svars
FIEAust CPEng
Char1ered Professional Engineer
Membership No. 206682
Vic: Registered Building Practitioner. Civil Engineer EC 1397.
NSW: Accredited Certifier - Structural Engneering Compliance Reg No. - BPB0398
Old: Registered Professional Engneer of Old. R PEQ 3414 Div; Civil.
Tas: Accredited Cer1ifier, Civil & Structural CC40261iBuilding Act 2000.Tas.)
NT: Certifying Engineer (Shucturai) Reg No. 47035ES
Date: 21-Jan-17
This document is the valuable property of Vistek Pty. Ltd. It contains information that is confidential and the subject of copyright, patents
and other intellectual property rights. Copying, disdosing or using any part of this document is expressly prohibited without written
permission from Vistek Pty. ltd.
Page 18
..
Sofitel Noosa Sign 1
SCF477A_a RevO
\'ISTEI(
STr;t.r.Tt.~A' + (;lVll F"1,r,I"~FR5
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
Noosa OLD 4567
21-Jan-17 2
INTRODUCTION:
SCOPE: Engineering design and details for wall mounted sign.
1. Design loads:
Dl Sign dead load [self weight]
Wl Wind load [Region & Terrain Category]
El Earthquake load [where applicable)
2. Design and detail letter structural arrangement
3. Design and detail support frame structure
4. Design and detail fixings to existing wall structure.
NB: Existing wall structure by others
REGULATIONS & CODES:
BCA. 2016: Building Code of Australia - 2016
AS/NZS 1170.0 - 2002: Structural design actions Part 0: General principles.
AS/NZS 1170.1 .2002: Structural design actions Part 1: Permanent. imposed & other actions.
AS/NZS 1170.2 - 2011: Structural design actions Part 2: Wind actions.
AS 1170.4 - 2007: Structural design actions Part 4: Earthquake actions in Australia.
AS/NZS 1664.1 - 1997: Aluminium structures Part 1: Limit state design.
AS 3566 - 2002: Seif-drilling screws for the building and construction industries ies.
AS 3600 - 2009: Concrete structures
AS 4100 - 1998: Steel structures.
AS/NZS 4600 - 2005: Cold-formed steel structures.
MATERIALS: fy (Mpa) fu (MPa)
Hot Rolled UB. UC, PFC: Grade 300 (AS/NZS 3679.1 - 2010) 300 440
Plate: Grade 250 (AS/NZS 3678 - 2011) 250 410
Cold Formed SHS: Grade C450 (AS1163 - 2009) 450 500
RHS: Grade C450 (AS 1163 - 2009) 450 500
CHS: Grade C350 (AS 1163 - 2009) 350 430
CA: Cold-formed angle (Duragal) 350 400
CC: Cold formed channels (Duragal) 400 450
CF: Cold-formed flats (Duragal) 350 400
Bolts Bolts (4.6/S) - [Commercial) 240 400
Bolts (8.8/S) - [High Strength Structural] 660 830
Welds Welding • Category: General Purpose GP 410
100% Visual scanning. 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Welding - Category: Structural Purpose SP 410
100% Visual scanning. 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Concrete: Grade N25 [fc @ 28 days) 25 MPa
REFERENCES:
Duragal Easy Welding Guide.
Duragal Easy Painting & Corrosion Protection Guide.
Page 19
..
Sofilel Noosa Sign 1
RevO
\(ISTEI( Wall Mounted Sign WM[4xO.3x21)
14-16 Hastings St.
21-Jan-17 3
Noosa OLD 4567
DIAGRAM 1: SIGN LOCATION
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 20
Softtel Noosa Sign 1
RevO
\IISTEI( Wall Mounted Sign WM(4xO.3x21]
14-16 Hastings SI,
21-Jan-17 4
Noosa OLD 4567
DIAGRAM 2: SIGN ARRANGEMENT
•...
; ;
,
t t! ,.
.. I
. ~
-
;:
I • I
"
w
•
, -
i,
o
(/)
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 21
Sofitel Noosa Sign 1
SCF477A_a Rev 0
"ISTEI<
STF'l'(.Ttl=l •••.• - CIV I r,,(1j~rrRS
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St,
Noosa OLD 4567
21-Jan-17 5
WIND PRESSURE:
Item Param Detail I Formula Value Units
Site REG Region B •••
Il Importance level 2 •••
TC Terrain Category 2.5 •••
R Average Recurrence Interval 500
...
VR Regional wind speed for R 57.0 m/s
Geometry b Average width of sign face 4.00 m
c Height of sign face 0.32 m
h
Ac
Total height of sign above datum
Proportion of cladded area
0.80
0.20
..
m
A, Area of sign face 0.25 m "
h, Height of datum above NGl (z = 0) 20.00 m
z Height above NGl (rounded up) 21 m
WIND lOAD edyn Dynamic response factor 1.00
..
••
k,
kc
Area reduction factor
Combination factor
1.00
1.00
..
Select sign location Near wall edge (h < 25m)
k, X Cpe Local pressure factor 1.30 ••
kp Porous cladding factor 1.00 ••
C,g Aerodynamic Factor (Cfig=Cpe.ka.kc.kl.kp) 1.30 ••
Terrain M, Terrain & height multiplier 1.02 •••
Pressure p, Pressure at ht z 2.01 kPa
STR p, Strength design pressure 2.61 kPa
SRV p, Serviceability design pressure 1.74 kPa
Force W, Total wind load on sign face 0.7 kN
Dl G Self weiaht of silln 0.1 kN
Page 22
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(~ Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
t~;'i1[1\~f,~~~RS
~1,F<~.:S-(\)~~~1.- 21-Jan-17 6
Noosa OLD 4567
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.13 kN
M, Max moment on support 0.01 kNm
L Lenath of CHS I bolt 40 mm
Seelion Section 20 x 1.6 CHS 6060-T5 •••
do Diameter of CHS 20 mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
Gross area of CHS 92.5 mm'
A.,
q>N, Compression capacity of CHS 9.2 kN
q>M, Moment capacity of CHS 0.04 kNm
Bolt Bolt M614.61S1
...
db Bolt diameter 6 mm
A, Bolt tension area 20 mm'
q>Nlb Bolt tensile capacity 6.4 kN
~Vvb Bolt shear capacity 3.6 kN
a Half subtended angle 0.19 rad
A Arc area 6 mm'
e Disn centroid of arc to centre of bolt 9.1 mm
N, Tension in bolt 0.6 kN
N, Compression in CHS 0.6 kN
f, Compression stress 99 MPa
q>f, Faelored yield stress 99 MPa
STR '1, t, I q>t, 1.00 $1 OK
Bolt tension ratio 0.09 $1 OK
'1"
Bolt shear ratio 0.04 <1 OK
'1,
UC Unity Check 0.G1 $1 OK
Page 23
Sofitel Noosa Sign 1
SCF477A_a Rev a
'(ISTEI{
STr<UCTLI'<Al I C1V'_ EI\GII\::ERS
Wall Mounted Sign WM(4xO.3x21}
14-16 Hastings St,
Noosa OLD 4567
21-Jan-17 7
FIXING TO: Concrete Wall using ChemSet101 Plus
.\.5!ml clea' <r.-yk:
. - - - .~ ... --
':,;Vi • • • • • •• • • • • •• •
• • 08 • • • • • ••• • •
• APPROXIMATEANCHORLOCATIONS
Item Param Detail I Formula Value Units
loads p Wind pressure on sign face 2.61 kPa
c Effective height of the sign 0.3 m
b Effective width of sign 4.0 m
A Effective area 1.26 m2
w
n
Sign weight
Number of bolts
0.25
25
kPa
..
t Substrate thickness 150 mm
N Total tension force 3.3 kN
V Total shear force 0.3 kN
Substrate Concrete Wall using ChemSet101 Plus
Bolts db Bolt size M6 ••
<pNIb Tensile strength 5.1 kN
<pVb Shear Strength 5.4 kN
emb Bolt embedment 70.0 mm
Nib Boit tension 0,13 kN
Vb Bolt shear 0.01 kN
~t NibI (<pNlbl 0.03 :>1 OK
~, Vb I <pVb 0.00 :>1 OK
Specification:
Adopt Ramset M6 (DP12070GH) ChemSet 101 Plus anchors with emb = 70mm
Provide anchors in a similar arrangement as shown above
FOllOW RAMSET INSTALLATION GUIDE
Page 24
Sofitel Noosa Sign 1
SCF477A_a Rev 0
'(ISTEI{
STRU(.TUR.l'L CIVIL Et>;G ~!:.ERS
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St,
Noosa OLD 4567
21-Jan-17 8
DIAGRAM 3:
40
"
'.' 40 "
t,
,
4.5mm clear acrylic tabs
M3 CS screw fix through sides
!~~
Fabricated aluminium can letters,
3mm faces with 2mm thick returns
"
.. --
2pac painted to match PMS 114.
,
Painted internally white. _ -- - -
,
ELEC0649 LED on - -- -'j
clear acrylic backing.
-
~
M6 (4.6/5) WITH RAMSETCHEMSET
101 PLUSEMB@70mm
1~
Section A-A
20X1.6 CHSALUM 6060,T5 SLEEVE
Page 25
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(
STl<l.CTLP,l.l' CIV'_ EII.G I\:£F"S
Wall
Noosa
Mounted
14-16 Hastings
OLD 4567
Sign WMI4xO.3x21]
St,
21-Jan-17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the SGA and
relevant 8M codes (current edition including all amendments)
2. Client is responsible for all dimensions, measurements and other site information
reauired to comolete the enaineering desian and details.
Steel 1. All work and materials shall be in accordance with the following:
Hot-rolled steel: AS 4100 - 1998
Cold-formed steel: ASINZS 4600 - 2005
Stainless steel: ASJNZS 4673 • 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (AS/NZS 3679.1 - 2010)
RHS & SHS: Grade C450 (AS 1163 - 2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold.formed Duragal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed with 3 mm olate.
Aluminium: 1. All work and malerials shall be in accordance with AS/NZS 1664 - 1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plate: Allov - Temner. 5005 - H34 (uno)
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrete shall be Grade N25 (fc = 25 MPa @ 28 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4. Minimum cover to hold-down bolts or other fitments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 days before imnosina anv structural loads.
Welding 1. Welding of structural steel shall be in accordance \\lith ASINZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance with AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance with AS/NZS 1554.6 - 1994.
4. Welding of aluminium shall be in accordance with AS/NZS 1665 - 2004
5. Welds shall be Catenorv - GP (uno), done bv a suitablv qualified welder.
Bolts 1. Bnlts shall be M16(4.6/S) galvanised (uno).
2. Hold-down bolts (HD-bolts) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolts shall be Grade 304 or Grade 50 (ISOl
Screws 1. Self-Tapping (self-drilling) metal screws shalf be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST4.8 (No.10) Dia. = 4.8mm
ST5.5 (No.12) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB - Tapes 1. VHB ~ Tapes every High Bond - Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shall be used to resist dynamic wind loads only.
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VHB - Tanes shall be annlied in accordance with manufacture's soecifications and renuirements.
Sealant 1. All joints that are not welded and abutting surfaces should be sealed with a structural sealant.
Page 26
'(ISTEI{
Vistek Pty. Ltd. (ABN" 80 122 033 628)
Suite 101. 8 Bank PI., Melbourne, VIC. 3000
T: +613964004241 F: +61396400626
[email protected]
STRUCTURAL + CIVIL ENGINEERS
PROJECT: Solitel Noosa Sign 2
Wall Mounted Sign WM[8x1.2x11]
LOCATION: 14-16 Hastings St,
Noosa OLD 4567
REFERENCE: SCF477A_b RevO
START DATE: 21.Jan-17
COMPLETED: 24.Jan.17
ENGINEER: FD
Rev No. Date Revision Details
0 24-Jan-17 Issued for construction
VERIFICATION & CERTIFICATIONOF
STRUCTURALDESIGN DOCUMENTS
1~fJ~j
~LahA
• Dr Valdis Svars
FIEAust CPEng
Char1E'!red Profe!>sional
Membership No. 206682
Engineer
Vic: Registered Building Practitioner. Civil Engineer EC 1397.
NSW: Accredited Certifier- Structural Engineering Compliance Reg No. - BPB039B
Old: Registered Professional Engineer of ad. RPEQ ~14 Div; Civil.
Tas: Accredited Certifier. Civil & Structural CC40261tBuilding Act 2000,Tas.}
NT: Certifying Engineer (Structural) Reg No. 47035ES
Date: 24.Jan-17
This document is the valuable property of Vistek Pty. Ltd. It contains information that is confidential and the subject of copyright, patents
and other intellectual property rights. Copying, disclosing or using any part of this document is expressly prohibited without written
permission from Vistek Pty. Ltd.
Page 27
. ,
Sofitel Noosa Sign 2
SCF477A_b RevO
\fISTEI(
fiT~\,(;TLRAI + r.IVll n,CII,~FRS
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
24-Jan-17 2
Noosa OLD 4567
INTRODUCTION:
SCOPE: Engineering design and details for wall mounted sign.
1. Design loads:
Dl Sign dead load [self weight]
Wl Wind load [Region & Terrain Category]
El Earthquake load [where applicable)
2. Design and detail letter structural arrangement
3. Design and detail support frame structure
4. Design and detail fixings to existing wall structure.
NB: Existing wall structure by others
REGULATIONS & CODES:
BCA - 2016: Building Code of Australia - 2016
ASINZS 1170.0 - 2002: Structural design actions Part 0: General principles.
AS/NZS 1170.1 - 2002: Structural design actions Part 1: Permanent, imposed & other actions.
AS/NZS 1170.2 - 2011: Structural design actions Part 2: Wind actions.
AS 1170.4 - 2007: Structural design actions Part 4: Earthquake actions in Australia.
AS/NZS 1664.1 - 1997: Aluminium structures Part 1: Limit state design.
AS 3566 - 2002: Self-drilling screws for the building and construction industries ies.
AS 3600 - 2009: Concrete structures
AS 4100 - 1998: Steel structures.
AS/NZS 4600 - 2005: Cold-formed steel structures.
MATERIALS: fy (Mpa) fu (MPa)
Hot Rolled UB, UC, PFC: Grade 300 (AS/NZS 3679.1 - 2010) 300 440
Plate: Grade 250 (AS/NZS 3678 - 2011) 250 410
Cold Formed SHS: Grade C450 (AS1163 - 2009) 450 500
RHS: Grade C450 (AS 1163 - 2009) 450 500
CHS: Grade C350 (AS 1163 - 2009) 350 430
CA: Cold-formed angle (Duragal) 350 400
CC: Cold formed channels (Duragal) 400 450
CF: Cold-formed flats (Duragal) 350 400
Bolts Bolts (4.6/S) - [Commercial) 240 400
Bolts (8.8/S) - [High Strength Structural) 660 830
Welds Welding - Category: General Purpose GP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Welding - Category: Structural Purpose SP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Concrete: Grade N25 [fc @ 28 days] 25 MPa
REFERENCES:
Duragal Easy Welding Guide.
Duragal Easy Painting & Corrosion Protection Guide.
Page 28
..
. ,
Sofitel Noosa Sign 2
RevO
"ISTEI( Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 3
DIAGRAM 1: SIGN LOCATION
••
EXISTING SUBSTRATE FOR SIGN 2 IS lOmm FC
SHEET
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 29
, .
Sofitel Noosa Sign 2
Rev 0
\(ISTEI{ Wall Mounted Sign WM[8x1,2x11]
14-16 Hastings St,
24-Jan-17 4
Noosa OLD 4567
DIAGRAM 2: SIGN ARRANGEMENT
N l •• 5"
C ~ = ~ • -
C'l ,, 0
. ." 0
VI ,.
< - ;
.,
0
•
--
•
--
<I-
0::<
0
.-J Vl
UJ
W 0::
u
I- -
,
, - -LL .
U
~ <{
j
a.
0 <{
Vl
(/) 0
, 0
Z
i
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 30
Sofitel Noosa Sign 2
SCF477A_b Rev 0
\(ISTEI(
~TPUCTlJ~/l1 - •. IV r"lG1NrrR!O
Wall Mounted Sign WM(8x1.2x11)
14-16 Hastings St,
24-Jan-17 5
Noosa OLD 4567
WIND PRESSURE:
Param Detail I Formula Value Units
Site
Item
REG Region B ...
•••
Il
TC
Importance level
Terrain Category
2
2.5
...
R Average Recurrence Interval 500 •••
VR Regional wind speed for R 57.0 mls
Geometry b Average width of sign face 8.00 m
c Height of sign face 1.23 m
h Total height of sign above datum 0.80 m
Ac. Proportion of c1added area 0.20 ••
A, Area of sign face 1.97 m'
h. Height of datum above NGl (z = 0) 10.00 m
z Height above NGl (rounded up) 11 m
WIND lOAD Cdyn Dynamic response factor 1.00
..
1.00 ••
k.
k,
Area reduction factor
Combination factor 1.00 ..
Select sign location Near wall edge (h <: 25m)
..
k,xC •• local pressure factor 1.30
..
kp Porous cladding factor 1.00
..
Terrain
C,g
M,
Aerodynamic Factor (Cfig=Cpe.ka.kc.kl.kp)
Terrain & height multiplier
1.30
0.93
...
Pressure p, Pressure at ht z 1.67 kPa
STR p. Strength design pressure 2.17 kPa
SRV P. Serviceability design pressure 1.45 kPa
Force W, Total wind load on sign face 4.3 kN
DL G Self weiQht of siQn 1.0 kN
Page 31
..
Sofitel Noosa Sign 2
SCF477A_b Rev 0
\'ISTEI(~
~T,k~{7,!\J~~~\.-
P~;y,[
Wall Mounted Sign WM[8x1.2x11)
14-16 Hastings St,
'f'~~:,;~~RS Noosa OLD 4567 24-Jan-17 6
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per lixing point 0.99 kN
M, Max moment on support 0.00 kNm
Section
L
Section
Lenath 01 CHS I bolt
20 x 1.6 CHS
40
6060-T5
...
mm
do Diameter 01 CHS 20 mm
t Wall thickness 01 CHS 1.6 mm
r Mean radius 01 CHS 9.2 mm
Gross area 01 CHS 92.5 mm'
A"
q>N, Compression capacity 01 CHS 9.2 kN
'I'M, Moment capacity 01 CHS 0.04 kNm
Bolt Bolt M6/4.6IS\
...
db Bolt diameter 6 mm
As Bolt tension area 20 mm'
q>N" Bolt tensile capacity 6.4 kN
q>VVb Bolt shear capacity 3.6 kN
a Hall subtended angle 0.15 rad
A Arc area 4 mm'
e Disn centroid 01 arc to centre 01 bolt 9.2 mm
Nt Tension in bolt 0.4 kN
N, Compression in CHS 0.4 kN
I, Compression stress 99 MPa
q>ly Factored yield stress 99 MPa
STR ~, 1,/tply 1.00 5:1 OK
Bolt tension ratio 0.07 5:1 OK
~"
~, Bolt shear ratio 0.28 5:1 OK
UC Unity Check 0.08 5:1 OK
Page 32
..
Sofitel Noosa Sign 2
SCF477A_b Rev 0
\(ISTEI{
smucn.r-:AL I CIV'_ EI\GI"::ERS
Wall Mounted Sign WM[8x1.2x11)
14-16 Hastings St.
Noosa OLD 4567
24-Jan-17 7
FIXING TO: 10mm FC Sheet All Thread
J !'!TlI"'I O'!!;)' 3-.."'l}'~C
""
$ •• •• •• •• •• •• •• •• • •• •• ••
""
• • '800
372 • ••
•••• ••
•• •• ••••• •• •••••• •••
••••
••• • • ••
•• • • •• ••
•• ••
•• •• •• • ••
••
• 08
• APPROXIMATEANCHORLOCATIONS
Item Param Detail 1 Formula Value Units
Loads p Wind pressure on sign face 2.17 kPa
c Effective height of the sign 1.2 m
b Effective width of sign 8.0 m
A Effective area 9.86 m'
w
n
Sign weight
Number of bolts
0.25
25
..
kPa
t Substrate thickness 150 mm
N Total tension force 21.4 kN
V Total shear force 2.5 kN
Substrate 10mm FC Sheet All Thread
Bolts db Bolt size M6 (4.6/S) ••
<pNtb Tensile strength 6.4 kN
<pVb Shear Strength 3.6 kN
emb Bolt embedment 70.0 mm
Ntb Bolt tension 0.86 kN
Vb Bolt shear 0.10 kN
~, Ntb1 (<pNtb) 0.13 $1 OK
~, Vb 1 <pVb 0.03 $1 OK
SDecification:
Adopt Ramset M6 (4.6/S) (DP12070GH) All Thread Through FC Sheet, 5PL,75X75 Mild Steel Square
Washers Behind FC Sheet
Provide anchors in a similar arrangement as shown above
Connection detail refer to next page
Page 33
Sofitel Noosa Sign 2
Rev 0
\(ISTEI{
STRUCTUR.IoL CI ..•.IL ENlO ~EEi=;:S
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St.
Noosa QLD 4567
24-Jan-17 8
DIAGRAM 3:
EXISTING lOmm FC 80ARD BY
OTHERS 40 I, 40 I,
••••1 '~
,
4.5mm clear acrylic tabs
M3 CS screw fix through sides
Fabricated aluminium can letters, L
3mm faces with 2mm thick returns II
2pac painted to match PMS 114.
Painted internaliy white.
ELEC0649 LED on
clear acrylic backing.
Rc-
M6 (4.6/S)
Section A-A
20X1.6 CHS ALUM 6060- TS SLEEVE
5PL. 75x75 MILD STEEL SQUARE
WASHER PLATE BEHIND EXISTING FC
BOARD
Page 34
..
Sofitei Noosa Sign 2
SCF477A_b Rev 0
"ISTEI{
STRLJCTLP/.L I CIV _ Et-G,r,'::EPS
Wall Mounted
14-16 Hastings
Noosa OLD 4567
Sign WM(8x1.2x11]
St.
24-Jan-17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance INith the SeA and
relevant 8M codes (current edition induding all amendments)
2. Client is responsible for all dimensions. measurements and other site information
reauired to comnlele the enaineerina desian and details.
Steel 1. All work and materials shall be in accordance with the following:
HoHolled steel: AS 4100 -1998
Cold-formed steel: AS/NZS 4600 - 2005
Siainiess steel: ASINZS 4673 - 2001
2. Sections: UB, UC. PFC & Plate: Grade 300 (ASlNZS 3679.1 - 2010)
RHS & SHS: Grade C450 (AS 1163 - 2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold-fonned DUTagal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed with 3 mm olate.
Aluminium: 1. All work and materials shall be in accordance with AS/NZS 1664 -1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plale: Allov - Temner: 5005 - H34 (uno\
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Conerele shall be Grade N25 (fe = 25 MPa @ 26 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4. Minimum cover to hold-down bolts or other fitments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 davs before imnosino any structural loads.
Welding 1. Welding of structural steel shall be in accordance with AS/NZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance with AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance with AS/NZS 1554.6 - 1994.
4. Welding of aluminium shall be in accordance with AS/NZS 1665 - 2004
5. Welds shall be Cateoorv - GP (uno), done bv a suitabtv qualified welder.
Bolts 1. Bolls shall be M16(4.6/S) galvanised (uno).
2. Hold-down bolts (HD-bolls) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolls shall be Grade 304 or Grade 50 (ISO)
Screws 1. Self-Tapping (self-dril1ing) metal screws shall be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST 4.6 (No.1 0) Dia. = 4.8mm
ST5.5 (No.12) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB - Tapes 1. VHB - Tapes CVery High Bond - Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shan be used to resist dynamic wind loads only_
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VH8 - Taoes shall be aoolied in accordance with manufacture's soecifications and reauirements.
Sealant 1. All jOints that are not welded and abutting surfaces should be sealed with a structural sealant.
Page 35
Version 3 - Man::h 2013
Form 15-Compliance Certificate for building Design or Specification
NOTE This is to be used forthe purposes of section 10 of the Building Act 1975and/orsection 46 of the
Building Regulation 2006.
RESTRICTION;A building certifier (class B) can only give a compliancecertificate about whether
building work complies with the BCAor a provision of the QDC.A building certifier (ClassB) can
not give a certificate regarding QDCboundary clearanceand site cover provisions.
1. Propertydescription Streetaddress 'nclude no .• street suburb flocalitv & DDs/code)
Thissectionneedonlybecompletedif
14-16 Hastings -_.-
------_.- St, Noosa
detailsof streetaddressandproperty ----
descriptionareapplicable. PostcodeQLD 4567
EG.lnthecaseof (standardlgeneric)
Lot & plandetails(attach lis/ if necessary)
pooldesign/shellmanufactureandlor
patio and carport systems this section
maynotbeapplicable. IInwhichlocalgovernmentareais the landsituated? I
The description must identify all land the
subject of the application.
I I
The lot & plan details (eg. SP I RP) are
shown on title documents or a rates notice.
If the plan is not r91istered by ijUe, provide
orevious lot and Dian details.
2. Description of componenUs certified
Clearly describe the extent of work covered by
this certificate, e.g. all structural aspects of the
-.fuill!~.LNoosC!.yva!!..Mg,u nted .~9.0~ _______ .._.._. _ _._.-
.. ..
steel roof beams. ------------_ .._-----------_._--_.-------_._-_._---_.----------
------_ .._ .._----_. __
._._----_._---_ .._----_ .
.-._._._-_._--_._--_._._. __ ._.__ ._--_ .._-------_.--_.- .. ._--_ .._--- __
r----- .-..._ . ------
.._--_._----------_.--_._.-
3. Basis of certification
Detail the basis for giving the certificate and the I?CA_~.916:. Building, Code ..QfAustr91i~ ______ ._____
extent to which tests, specificatioos. rules,
standards, codes of practice and other A.~_f\JZSJJ.70 ..:_?0.Q.2.c...Stru~ural.~esi(ln _Actions _ ..________
publicaijons, were relied upon. AS/NZS 1554 - 2014: Structural Steel Welding
AS-3600 -::-2009: -Concreite.Structures--.- ..-.------- ...--------
As''4T65-:T99!E'Steiel Str'iietures ..-----.- ..- ...-- ..-----
--_._-------_._-------------- --
.._.__ .__ .._._-_.-----_._._-_._-_._._--_
AS/NZS 4600 __
--_._------_. - 2005: Cold Formed Steel Structures __ ._--
...
4. Reference documentation
Clearly idenbfy any relevant documentaijCtl, _!?QJ..?1 S_CF 477 ~_9.~9.fi.tel_!'l~osa _Si9i1_.1B.Q..YY.t'1______________ .._
e.g. numbered structural engineering plans.
f-170121 SCF4771>.~.~()_fite!l!.()osa ~19n 2 RO I/'{M ________ ._
1-- --- -----------
_ _--_._._-_.
.. .. .._._.-
-----_. --------------_._-_.
LOCAL GOVERNMENT USE ONLY
I t'oeht r6(:c:I~lld 1========================== R"_.'_.,~_,.._""",_._"_''' __ ~ . _
The Building Act 1975 is administered by the •• Queensland
Department of Housing and Public Works ~ Government
Page 36
5. Building certifier reference number Building certifier reference number
3414
1
6. Competent person details Name (in fu!1
A competent person for building wOlk, means a
person who is assessed by the building certifier I Valdis Svars
for the wof'1(.as competent to practise in an Company name (if applicable) Conlael person
aspect of the building and specification design,
of the building wOO; because of the individual's
skill, experience and qualificatioos in the
I Vistek I Valdis Svars
Phone no. business hours Mobile no. Fax no.
aspect The competent person must also be
registered Of ticensed under a law applying in
the State to practice the aspect.
1(03) 9640 0424 1+61 417 303 879 I 1(03) 9640 0626
Email address
If no relevant law requires the individual to be
licensed Of registered to be able to give the I [email protected]
help, the certifier must assess the individual as
having appropriate experience, qualifications Of
Postal address
skills to be able to give the help. Suite 101, 4-10 Bank PI._-----_._._--------_._.-----_._.---_ ...
.._----_._---
If the chief executive issues any guidelines fer Melbourne Postcode 3000
assessing a competent person, the building
certifier must use the guidelines when Licence or registration number (if applicable)
assessing the person.
I RPEQ 3414 Div: Civil.
7. Signalure of compelenl p",son Signalure Dale
This certificate must be signed by the individual
assessed by the building certifier as competent.
111a /!dl1 ~!'CJ1/j 124/01/2017
The Building Act 1975 is administered by the • Queensland
Department of Housing and Public Works ~ Government
Page 37
\(ISTEI{
Vislek Pty.ltd. (ABN: 80 122 033 628)
Suite 101, 8 Bank PI., Melboume, VIC. 3000
T: +61 3964004241 F: +61 3 9640 0626
WWVrI. vistek.com.au I [email protected]
STRUCTURAL + CIVIL ENGINEERS
PROJECT: Sofotel Noosa Sign 2
Wall Mounted Sign WM[8x1.2x11)
LOCATION: 14-16 Hastings St,
Noosa OLD 4567
REFERENCE: SCF477A_b Rev 0
START DATE: 21.Jan-17
COMPLETED: 24.Jan-17
ENGINEER: FD
Rev No. Date Revision Details
0 24-Jan-17 Issued for construction
VERIFiCATION & CERTIFICATION OF
STRUCTURAL DESIGN DOCUMENTS
.1~fc!~ .$tLte hA
•• Dr Valdis Svars
FIEAust CPEng
ChartP.red Prllfesslonal Engineer
Membership No. 206682
Vic: Registered Building Practitioner. Civil Engineer EC 1397.
NSVV: Accredited Certifier. Structural Engineering Compliance Reg No. - BPB0398
Old: Registered Professional Engineer of Old. R PEa 3414 Div: Civil.
Tas: Accrediled Celtifier. Civil & Structural CC40261 (Building Act 2000,Ta5.)
NT: Certifying Engineer (Structural) Reg No. 47035ES
Date: 24.Jan-17
This document is the valuable property of Vistek Pty. Ltd. It contains information that is confidential and the subject of copyright, patents
and other intellectual property rights. Copying, disclosing or using any part of this document is expressty prohibited without written
permission from Vistek Pty. ltd.
Page 38
Sofitel Noosa Sign 2
SCF477A_b Rev 0
"ISTEI(
~lF:t.CTt.RAI .• r.IVll !=1,GI!l:i='FRS
Wall Mounted Sign WM[8x1.2x11)
14.16 Hastings SI.
Noosa OLD 4567
24.Jan.17 2
INTRODUCTION:
SCOPE: Engineering design and details for wall mounted sign.
1. Design loads:
DL Sign dead load [self weight]
WL Wind load [Region & Terrain Category)
EL Earthquake load [where applicable)
2. Design and detail letter structural arrangement
3. Design and detail support frame structure
4. Design and detail fixings to existing wall structure.
NB: Existing wall structure by others
REGULATIONS & CODES:
BCA. 2016: Building Code of Australia. 2016
AS/NZS 1170.0 • 2002: Structural design actions Part 0: General principles.
AS/NZS 1170.1 • 2002: Structural design actions Part 1: Permanent, imposed & other actions.
AS/NZS 1170.2.2011: Structural design actions Part 2: Wind actions.
AS 1170.4.2007: Structural design actions Part 4: Earthquake actions in Australia.
AS/NZS 1664.1.1997: Aluminium structures Part 1: Limit state design.
AS 3566.2002: Self.drilling screws for the building and construction industries ies.
AS 3600 • 2009: Concrete structures
AS 4100 .1998: Steel structures.
AS/NZS 4600 • 2005: Cold. formed steel structures.
MATERIALS: fy (Mpa) fu (MPa)
Hot Rolled UB, UC, PFC: Grade 300 (AS/NZS 3679.1 .2010) 300 440
Plate: Grade 250 (AS/NZS 3678 • 2011) 250 410
Cold Formed SHS: Grade C450 (AS1163. 2009) 450 500
RHS: Grade C450 (AS 1163.2009) 450 500
CHS: Grade C350 (AS 1163 • 2009) 350 430
CA: Cold.formed angle (Duragal) 350 400
CC: Cold formed channels (Duragal) 400 450
CF: Cold.formed flats (Duragal) 350 400
Bolts Bolts (4.6/S) • [Commercial) 240 400
Bolts (8.8/S) • [High Strength Structural] 660 830
Welds Welding • Category: General Purpose GP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Welding • Category: Structural Purpose SP 410
100% Visual scanning. 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Concrete: Grade N25 [fc @ 28 days) 25 MPa
REFERENCES:
Duragal Easy Welding Guide.
Duragal Easy Painting & Corrosion Protection Guide.
Page 39
Sofitel Noosa Sign 2
Rev 0
\(ISTEI{ Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St.
24-Jan-17 3
Noosa OLD 4567
DIAGRAM 1: SIGN LOCATION
EXISTING SUBSTRATE FOR SIGN 2 IS lOmm FC
SHEET
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 40
Sofitel Noosa Sign 2
RevO
'(ISTEI( Wall Mounted Sign WM(8x1.2x11)
14-16 Hastings St,
24-Jan-17 4
Noosa OLD 4567
DIAGRAM 2: SIGN ARRANGEMENT
N ii' •• i: .. ~- -
r:: ;:: ;0:
~ • -
:-- •... :: .. -
• ..;!.,.-
Cl -
VI ~.
-e
,-
,
\1 •
-- •
I
l-
<I-
o::~
.-J 0 V)
UJ
W 0::
I- u
- u..
~ - u- ~
, ,
lJ.. <{
a.
0 <(
V) ;
(j) 0
-
0
.,
~
Z
•
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 41
Sofitel Noosa Sign 2
SCF477A_b Rev 0
\fISTEI(
STF'l!(;Tl)~/,l - elv r"'Glr~rrRfi
Wall Mounted Sign WM[Bx1.2x11]
14-16 Hastings St,
24-Jan-17 5
Noosa OLD 4567
WIND PRESSURE:
Site
Item Param
REG Region
Detail I Formula Value
B
...
Units
•••
IL
TC
Importance Level
Terrain Category
2
2,5
...
R Average Recurrence Interval 500 •••
VR Regional wind speed for R 57.0 m1s
Geometry b Average width of sign face 8.00 m
c Height of sign face 1.23 m
h Total height of sign above datum O,BO m
Proportion of c1addedarea 0.20 ••
Ae
Area of sign face 1.97 m'
A,
hd Height of datum above NGL (z = 0) 10,00 m
z Height above NGL (rounded up) 11 m
..
WIND LOAD Cdyn Dynamic response factor 1.00
..
k.
kc
Area reduction factor
Combination factor
1.00
1.00
..
Select sign location Near wall edge (h <: 25m)
k,xCpe Local pressure factor 1.30 ••
kp Porous cladding factor 1,00 ••
••
Terrain
C,.
M,
Aerodynamic Factor (Cfig=Cpe.ka.kc.k1.kp)
Terrain & height multiplier
1.30
0.93
...
Pressure pz Pressure at ht z 1.67 kPa
STR Strength design pressure 2.17 kPa
Pd
SRV p, Serviceability design pressure 1.45 kPa
Force W. Total wind load on sign face 4.3 kN
OL G Self weiaht of sian 1.0 kN
Page 42
Sofitel Noosa Sign 2
SCF477A_b RevO
\'ISTEI{~
~T,h~{f-.:~'j~~l:
$I~;v
,[~r;~~f,~~~RS
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 6
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.99 kN
M, Max moment on support 0.00 kNm
Section
L
Section
Lenoth of CHS I bolt
20 x 1,6 CHS
40
6060.T5 ...
mm
do Diameter of CHS 20 mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
92.5 mm'
A, Gross area of CHS
q>No Compression capacity of CHS 9.2 kN
kNm
Bolt
'I'M,
Bolt
Moment capacity of CHS
M6t4,61S1
0.04
...
db Bolt diameter 6 mm
Bolt tension area 20 mm'
A,
q>N~ Bolt tensile capacity 6.4 kN
qlVvb Bolt shear capacity 3.6 kN
a Hall subtended angle 0.15 rad
A Arc area 4 mm'
e Disn centroid of arc to centre of bolt 9.2 mm
N, Tension in bolt 0.4 kN
No Compression in CHS 0.4 kN
fo Compression stress 99 MPa
Factored yield stress 99 MPa
'1'1,
STR fo I q>f, 1,00 S1 OK
~o
Bolt tension ratio 0,07 S1 OK
~ol
~, Bolt shear ratio 0,28 S1 OK
UC Unity Check 0,08 S1 OK
Page 43
Sofitel Noosa Sign 2
SCF477A_b Rev 0
\(ISTEI{
STRlJ::n.RAL I elv _ EI\GII\::ERS
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 7
FIXING TO: 10mm FC Sheet All Thread
I.~C!~;Y~
~m
,., •• •• •• •• •• •• •• •• • •• •• ••
""
• •
""'"
372 • ••
•••• ••
•• •• ••••• •• •••••• ••••••
•••••• •• •• •• •• ••
•• ••
••
•• •• • ••
••
• ""
• APPROXIMATEANCHOR LOCATIONS
Units
Item Param Detail 1 Formula Value
Loads p Wind pressure on sign face 2.17 kPa
c Effective height of the sign 1.2 m
b Effective width of sign 8.0 m
A Effective area 9.86 m'
w Sign weight 0.25 kPa
n Number of bolts 25 ••
t Substrate thickness 150 mm
N Total tension force 21.4 kN
V Total shear force 2.5 kN
Substrate
Bolts db
10mm FC Sheet
Bolt size
All Thread
M6 (4.6/S)
..
cpNIb Tensile strength 6.4 kN
cpVb Shear Strength 3.6 kN
emb Bolt embedment 70.0 mm
Nib Bolt tension 0.86 kN
Vb Bolt shear 0.10 kN
~I
Ntb1 (cpNtb) 0.13 :=1 OK
~, Vb 1 cpVb 0.03 :=1 OK
Soecification:
Adopt Ramset M6 (4.6/5) (DP12070GH) All Thread Through FC Sheet, 5PL.75X75 Mild Steel Square
Washers Behind FC Sheet
Provide anchors in a similar arrangement as shown above
Connection detail refer to next page
Page 44
Softtei Noosa Sign 2
Rev 0
\(ISTEI{
SHllJC1UP"L CIVIL ENG \IHI::S
Wall Mounted Sign WM[Bx1.2x11]
14-16 Hastings St.
Noosa OLD 4567
24-Jan-17 B
DIAGRAM 3:
EXISTING lOmm FC BOARD BY
OTHERS
4.5mm clear acrylic tabs
M3 CS screw fix through sides
Fabricated aluminium can ietters,
3mm faces with 2mm thick returns
2pac painted to match PMS 114.
Painted internally white. _
ELEC0649 LED on
clear acrylic backing.
M6 (4.6/5)
I'
-
Section A-A
20X1.6 CHS ALUM 6060-TS SLEEVE
SPL.75x75 MILD 5TEELSQUARE
WASHER PLATE BEHIND EXISTING FC
BOARD
Page 45
Sofitel Noosa Sign 2
\(lSTEI(
SCF477A_b RevO
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
STRlJCTL~t.L I elv _ E"GI\~EPS
24-Jan-17 9
Noosa OLD 4567
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the BGA and
relevant SAA codes (current edition including all amendments)
2. Client is responsible for all dimensions, measurements and other site information
rel":luired to cornnlete the enoineennn desinn and details.
Steel 1. All work and materials shall be in accordance with the following:
Hot-rolled steel: AS 4100 - 1998
Cold-formed steel: AS/NZS 4600 - 2005
Stainless steel: AS/NZS 4673 - 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (ASINZS 3679.1 - 2010)
RHS & SHS: Grade C450 (AS 1163 - 2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold.formed Ouragal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed with 3 mm nlate.
Aluminium: 1. All work and materials shall be in accordance with ASlNZS 1664 -1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plate: Allov - Temner: 5005 - H34 'uno'
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrete shall be Grade N25 (fc = 25 MPa @28 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4. Minimum cover to hold-down bolts or other fitments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 days before imnosinn any structural loads.
Welding 1. Welding of structural steel shall be in accordance with AS/NZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance with AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance \Yith ASlNZS 1554.6 -1994.
4. Welding of aluminium shall be in accordance with AS/NZS 1665 - 2004
5. Welds shall be CatenON - GP (uno\, done bv a suitablv nualified welder.
Bolts 1. Bolts shall be M16(4.6/S) 9alvanised (uno).
2. Hold-down bolts (HD-bolts) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolts shall be Grade 304 or Grade 50 lISC\
Screws 1. Self-Tapping (self-drilling) metal screws shall be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST4.8 (No.l0) Dia. = 4.8mm
ST5.5 (No.1 2) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB - Tapes 1. VHB - Tapes CVery High Bond. Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shall be used to resist dynamic wind loads only.
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VHB - Taoes shall be aoolied in accordance with manufacture's soecifications and reauirements.
Sealant 1. All joints that are not v.relded and abutting surfaces should be sealed with a structural sealant.
Page 46
'(ISTEI(
Vistek Pty. Ltd. (ABN: 80 122 033 628)
Sui1e 101, e Bank PI., Melboume, VIC. 3000
T: +61 3964004241 F: +61 396400626
[email protected]
STRUCTURAL + CIVIL ENGINEERS
PROJECT: Sofilel Noosa Sign 1
Wan Mounted Sign WM[4xO.3x21]
LOCATION: 14-16 Hastings St,
Noosa QLD 4567
REFERENCE: SCF477A-" Rev 0
START DATE: 17-Jan-17
COMPLETED: 21-Jan.17
ENGINEER: FD
Rev No. Date Revision Details
0 21-Jan-17 Issued for construction
VERIFICATION & CERTIFICATION OF
STRUCTURAL DESIGN DOCUMENTS
111(11 ~f'ajl/~
•• Dr Valdis Svars
FIEAust CPEng
ChaJ1ered Professional Engineer
Membership No. 206682
Vic: Registered Building Practitioner. Civil Engineer EC 1397.
NSW: Accredited Certifier - Structural Engineering Compliance Reg No. - BPB0398
Qkt: Registered Professional Engneer of ad. RPEQ 3414 Div: Civil.
Tas: Accredited Celtifier, Civil & Structural CC40261 (Building Act 2000.Tas.)
NT: Certifying Engineer (Structural) Reg No. 47035ES
Date: 21-Jan.17
This dOOJment is the valuable property of Vistek Ply. ltd. It contains information that is confidential and the subject of copyright, patents
and other intenectual property rights. Copying, disclosing or using any part of this document is expressly prohibited without written
permission from Vistek Ply. ltd.
Page 47
Sofitel Noosa Sign 1
SCF477A_a RevO
"ISTEI(
STFoL(.Tt.RAI + CIVil FI,CU,""FRS
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
Noosa OLD 4567
21-Jan-17 2
INTRODUCTION:
SCOPE: Engineering design and details for wall mounted sign.
1. Design loads:
Dl Sign dead load [self weight]
Wl Wind load [Region & Terrain Category]
El Earthquake load [where applicable)
2. Design and detail letter structural arrangement
3. Design and detail support frame structure
4. Design and detail fixings to existing wall structure.
NB: Existing wall structure by others
REGULATIONS & CODES:
BCA - 2016: Building Code of Australia - 2016
AS/NZS 1170.0 - 2002: Structural design actions Part 0: General principles.
AS/NZS 1170.1 - 2002: Structural design actions Part 1: Permanent, imposed & other actions.
AS/NZS 1170.2 - 2011: Structural design actions Part 2: Wind actions.
AS 1170.4 - 2007: Structural design actions Part 4: Earthquake actions in Australia.
AS/NZS 1664.1 - 1997: Aluminium structures Part 1: Limit state design.
AS 3566 - 2002: Self-drilling screws for the building and construction industries ies.
AS 3600 - 2009: Concrete structures
AS 4100 -1998: Steel structures.
AS/NZS 4600 - 2005: Cold-formed steel structures.
MATERIALS: fy (Mpa) fu (MPa)
Hot Rolled UB, UC, PFC: Grade 300 (AS/NZS 3679.1 - 2010) 300 440
Plate: Grade 250 (AS/NZS 3678 - 2011) 250 410
Cold Formed SHS: Grade C450 (AS1163 - 2009) 450 500
RHS: Grade C450 (AS 1163 - 2009) 450 500
CHS: Grade C350 (AS 1163 - 2009) 350 430
CA: Cold-formed angle (Duragal) 350 400
CC: Cold formed channels (Duragal) 400 450
CF: Cold-formed flats (Duragal) 350 400
Bolts Bolts (4.6/S) - [Commercial) 240 400
Bolts (8.8/S) - [High Stren9th Structural) 660 830
Welds Welding - Category: General Purpose GP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Welding - Category: Structural Purpose SP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Concrete: Grade N25 [fc @ 28 days] 25 MPa
REFERENCES:
Duragal Easy Welding Guide.
Duragal Easy Painting & Corrosion Protection Guide.
Page 48
Sofitel Noosa Sign 1
Rev 0
"ISTEI< Wall Mounted Sign WM[4xO.3x21)
14-16 Hastings St,
Noosa QLD 4567
21-Jan-17 3
DIAGRAM 1: SIGN LOCATION
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENTTHE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFERTO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 49
Sofitel Noosa Sign 1
RevO
\(ISTEI( Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
21-Jan-17 4
Noosa OLD 4567
DIAGRAM 2: SIGN ARRANGEMENT
•...
s::
01
VI . ., • •
t; I
j • ~!
,
-
=
w
t- •
-
I.L
,
!
o
(/)
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 50
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(
STf'l'CTtJ~AI - elV I r'Hil"lrrRf:
Wall Mounted Sign WM[4xO.3x21)
14.16 Hastings St,
21.Jan-17 5
Noosa OLD 4567
WIND PRESSURE:
Item Param Detail I Formula Value Units
Site REG Region B .*•
Importance Level 2 •••
IL
TC Terrain Category 2.5
...
R Average Recurrence Interval 500 •••
VR Regional wind speed for R 57.0 mls
Geometry b Average width of sign face 4.00 m
c Height of sign face 0.32 m
h Total height of sign above datum 0.80 m
Ac Proportion of c1addedarea 0.20 *.
Area of sign face 0.25 m'
A"
h, Height of datum above NGL (z = 0) 20.00 m
z Height above NGL (rounded up) 21 m
WIND LOAD Cdyn Dynamic response factor 1.00 ••
••
k,
k"
Area reduction factor
Combination factor
1.00
1.00
..
Select sign location Near wall edge (h < 25m)
••
kl X Cpa Local pressure factor 1.30
..
k"
Grip
Porous cladding factor
Aerodynamic Factor (Cfig=Cpe.ka.kc.kl.kp)
1.00
1.30
..
Terrain M, Terrain & height multiplier 1.02 •••
Pressure p, Pressure at ht z 2.01 kPa
STR p, Strength design pressure 2.61 kPa
SRV p. Serviceability design pressure 1.74 kPa
Force W. Total wind load on sign face 0.7 kN
DL G Self weiQht of s!lm 0.1 kN
Page 51
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\'ISTEI(~
~l,~J{Y':\!J~~L-
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings SI.
S-~;w ,[~\~r.~~~RSNoosa Q LD 4567 21-Jan-17 6
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.13 kN
M, Max moment on support 0.01 kNm
Section
L
Section
Lenoth of CHS I bolt
20 x 1.6 CHS
40
6060.T5
mm
...
do Diameter of CHS 20 mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
Gross area of CHS 92.5 mm'
Ao
<pN, Compression capacity of CHS 9.2 kN
kNm
Bolt
<pM,
Bolt
Moment capacity of CHS
M614.6/SI
0.04
...
db Bolt diameter 6 mm
A, Boil tension area 20 mm'
<pNll> Bolt tensile capacity 6.4 kN
q>Vvl> Bolt shear capacity 3.6 kN
0 Half subtended angle 0.19 rad
A Arc area 6 mm'
e Disn centroid of arc to centre of bolt 9.1 mm
Nt Tension in bolt 0.6 kN
N, Compression in CHS 0.6 kN
fe Compression stress 99 MPa
<pf, Factored yield stress 99 MPa
STR ~e f, / <pt, 1.00 51 OK
80lt tension ratio 0.09 51 OK
~"
~.
UC
Bolt shear ratio
Unity Check
0.04
0.01
51
51
OK
OK
Page 52
Sofitel Noosa Sign 1
SCF477A_a Rev 0
"ISTEI{
STrtlJCTLRAL , CIV,_ EhGI/l.::ERS
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St,
Noosa OLD 4567
21-Jan-17 7
FIXING TO: Concrete Wall using ChemSet 101 Plus
-1,51Tt'1l (lea' acrylic
- _ ~ 3900
- ..
~.•• •• • •
• •
• ••
•
•
•
• •
•
• ••
• •
•
• •
""
• APPROXIMATEANCHORLOCATIONS
Units
Item Param Detail! Formula Value
Loads p Wind pressure on sign face 2.61 kPa
c Effective height of the sign 0.3 m
b Effective width of sign 4.0 m
A Effective area 1.26 m2
w
n
Sign weight
Number of bolts
0.25
25
..
kPa
t Substrate thickness 150 mm
N Total tension force 3.3 kN
V Total shear force 0.3 kN
Substrate
Bolts db
Concrete Wall usina
Bolt size
ChemSet 101 Plus
M6
..
q>NIb Tensile strength 5.1 kN
q>Vb Shear Strength 5.4 kN
emb Bolt embedment 70.0 mm
Nib Bolt tension 0.13 kN
Vb Bolt shear 0.01 kN
~t Nib! (q>NtbJ 0.03 :51 OK
~, Vb! q>Vb 0.00 :51 OK
Soecificalion:
Adopt Ramset M6 (DP12070GH) ChemSet 101 Plus anchors with emb = 70mm
Provide anchors in a similar arrangement as shown above
FOLLOW RAMSET INSTALLATION GUIDE
Page 53
Sofitel Noosa Sign 1
RevO
\(ISTEI{
STF<\)(;TUR/ll CIVil ENG ~EER':::
Wall Mounted Sign WM[4xO.3x21)
14-16 Hastings St,
Noosa OLD 4567
21-Jan-17 B
DIAGRAM 3:
40 40
, ., ,"
,
"
4.5mm clear acrylic tabs
M3 CS screw fix through sides
,~~
Fabricated aluminium can letters, ~
3mm faces with 2mm thick returns ,I
2pac painted to match PMS 114.
~
Painted internally white. -- -- .- -
,I
ELEC0649 LED on __ ._ _
clear acrylic backing.
j
M6 (4.6/5) WITH RAMSET CHEMSET
Il==
101 PLUS EMB@70mm I I
'~
Section A-A
I
20X1.6 CHS ALUM 6060-TS SLEEVE
Page 54
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(
!,Tf;,L.CTLt,l.L. I c•.•._ H.G f'.';Er,5
Wall Mounted
14-16 Hastings
Noosa Q LD 4567
Sign WM(4xO.3x21!
St,
21.Jan.17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the BGA and
relevant 8M. codes (current edition including all amendments)
2. Client is responsible for all dimensions. measurements and other site information
renuired to comolete the enaineerina desian and details.
Steel 1. All work and materials shall be in accordance with the following:
Hal-rolled sleel: AS 4100. 1998
Cold-formed steel: ASINZS 4600 • 2005
Slainiess sleel: AS/NZS 4673 • 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (AS/NZS 3679.' .2010)
RHS & SHS: Grade C450 (AS 1163.2009)
CHS: Grade C350 (AS 1163.2009)
Cold-formed Duragal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed .....,;th3 mm nlate.
Aluminium: 1. All work and materials shall be in accordance with AS/NZS 1664 -1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plate: Allov. Temoec 5005. H34 (unol
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrete shall be Grade N25 (rc = 25 MPa @ 28 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4. Minimum cover to hold-down bolts or other fitments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 days before imoosina anv structural loads.
Welding 1. Welding of structural steel shall be in accordance with AS/NZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance with AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance with AS/NZS 1554.6 - 1994.
4. Welding of aluminium shall be in accordance with AS/NZS 1665 - 2004
5. Welds shall be Cateaorv - GP (uno). done bv a suitablv nualified welder.
Bolts 1. Bolls shall be M16(4.6/S) galvanised (uno).
2. Hold-down bolts (HO-bolts) shalt be M24(4.6/S) galvanised (uno)
3. Stainless sleel bolls shall be Grade 304 or Grade 50 (iSOl
Screws 1. Self-Tapping (self-drilling) metal screws shall be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST 4.8 (No.1 0) Dia. =4.8mm
ST5.5 (No.12) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB. Tapes 1. VHB - Tapes (Very High Bond - Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shall be used to resist dynamic wind loads only.
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VHB - Tapes shall be aoolied in accordance with manufacture's specifications and requirements.
Sealant 1. All joints that are not welded and abutting sunaces should be sealed with a structural sealant.
Page 55
VersIOn 3 - March 2013
Form 15-Compliance Certificate for building Design or Specification
NOTE This is to be usedfor the purposesof section 10of the Building Acl1975andlor section 46 of the
Building Regulation 2006.
RESTRICTION: A building certifier (classB) can only give a compliancecertificateaboutwhether
building work complieswith the BCAor a provision of the QDC.A building certifier (ClassB) can
not give a certificate regardingQDCboundaryclearanceand site cover provisions.
1. Propertydescription Streetaddress(neludeno.• street suburbIlocalitv & DOSlcode)
Thissectionneedonlybecompletedif
detailsof sueetaddressandproperty - 14-16 Hastings St, Noosa
--
descriptionareapplicable. PostcodeOLD 4567
EG.Inthecaseof (standard/generic) Lot& plandetails(a{{aehlisl if necessary)
pooldesign/shellmanufacture
and/or
patio and carport
maynotbeapplicable.
systems lhis section
I I
In whichlocalgovemmentareais thelandsituated?
The desCfipijon must identify all land the
subject of the application. I I
The lot & plan delails (eg. SP I RP) are
shown on tiUe dOOJments or a rales notice.
If the plan is not registered by title. provide
orevious lot and olan details.
2. Description of componenUs certified
Clearly desaibe the extent of wcX'kcovered by Sqfit.el Noosa W'!!L MounteQ. Si9.[1.2- ____ ._______________________
this certificate, e.g. all structural aspects of the
steel roof beams. -----_ ..._---- --_. __ ._------------- -----------
-----------------_._._----_._ .._----_._ .._._----------._._-
___
.___________ ..._.__________________._______
.__..___-------- ______
0_-
- --_. ----------
_ .._----
-----------------------------
3. Basis of certification
Delail the basis for giving the certificate and the ~~A 2016: Building Code of Australia ---_.-
extent to which lests, specifications, rules,
standards, codes of practice and other
AS~ZS_~_170 - ?__
o.Q.~:Structur~Desi!!n Actions --
pubficaijons, were relied upon. AS/NZS 1554 - 2014: Structural Steel Welding
AS360-0 - 2009: Concrete-Structures-.-----------
AS,r100-- 1998: Steel Structures----------
>---------- --
AS/NZS 4600 - 2005: Cold Formed Steel Structures
----------_ .._----_. ------
4. Reference documentation
Clearly identify any relevant documentation,
e.g. numbered structural engineering plans.
1.?-912_1 SCF4?7 6-9_~of~tel N9.0sa ~l9!J_U3..9__YY_M ...__ _-- ..
170121
-
SCF477A
- b Sofit~~ Noosa S.!9D_l_~Q._yyM -
1---------------------------------------
f------ ----------- ------------
--- --------
----------- ______ 0_._..._.._--_. ...-
LOCAL GOVERNMENT USE~O~NL~Y~ _
I PlterEIC",I ••.od 1 R'_f'_."_""'_N"_m_".,_"__ ~ _
The Building Act 1975 is administered by the ~ Queensland
Department of Housing and Public Works ~ Government
Page 56
r--
I
5. Building certifier reference number Building certifier reference number
13414
6. Competent person details Name (in fum
A competent person for building work, means a
persoo who is assessed by the bu~ding certifier I Valdis Svars
for the work as competent to practise in an Contact person
Company name (if applicable)
aspect of the building and specification design.
of the builcfmg work becallSe of the individual's
skill, experience and qualifications in the
I Vistek I Valdis Svars
aspect. The competent persoo must also be Phone no. business hours Mobile no. Fax no.
registered or licensed under a law applyi'lg in
the State to practice the aspect
1(03) 9640 0424 I +61 417 303 879 I 1(03) 9640 0626
Email address
If no relevant law requires the individual to be
licensed or registered to be able to give the 1 [email protected]
help, the certifier must assess the individual as
having appropriate experience. qualifications or
Postal address
skills to be able to give the help.
If the chief executive issues any guidelines for
Suite 101, 4-10 Bank PI
----------_._-_._--_._----_._-_._------_._-----_.
Melbourne Postcode
__
3000
._------
assessing a competent persoo, the bundlng
certifier must use the guidelines when Licence or registration number (if applicable)
assessing the person.
IRPEQ 3414 Div: Civil.
7. Signature of competent person Signature Date
This certificate must be signed by the individual
assessed by the building certifier as competent
11;; !!led. v4I'cV~~ 124/01/2017
The Building Act 1975 is administered by the ~ Queensland
Department of Housing and Public Works ~ Government
L
Page 57
" "
\(ISTEI(
Vistek Pt)'. lid. (ABN: 80 122 033 628)
Suite 101, 8 Bank PI.. Melboume, VIC. 3000
T: +61 3964004241 F: +61 396400626
[email protected]
STRUCTURAL + CIVIL ENGINEERS
PROJECT: Solitel Noosa Sign 1
Wan Mounted Sign WM[4xO.3x21]
LOCATION: 14-16 Hastings St,
Noosa QLD 4567
REFERENCE: SCF477A_a RevO
START DATE: 17-Jan.17
COMPLETED: 21-Jan-17
ENGINEER: FD
Rev No. Date Revision Details
0 21-Jan.17 Issued for construction
VERIFICATION & CERTIFICATION OF
STRUCTURAL DESIGN OOCUMENTS
Dr Valdis Svars
FlEAust CPEng
Chartered Professional Engineer
Membership No. 206682
Vic: Registered Building Practitioner. Civil Engineer EC 1397.
NSVV: Accredited Certifier. Structural Engineering Compliance Reg No. - BPB0398
Old: Registered Professional Engineer 01 Old. R PEa 3414 Diy; Civil.
Tas: Accredited Certifier. Civil & Structural CC40261 (Building Act 2000.Tas.)
NT: Certifying Engineer (Structural) Reg No. 47035ES
Date: 21-Jan-17
This document is the valuable property of Vistek Pfy. ltd. It contains information that is confidential and the subject of copyright. patents
and other intellectual property rights. Copying, disclosing Of' using any part of this document is expressly prohibited without written
permission from Vistek Pt)'. lid.
Page 58
.'
Sofilel Noosa Sign 1
SCF477A_a RevO
'(ISTEI{
Slf<t.r,Tt.RAI + CIVil F""r>II\;:"FR~
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St,
21-Jan-17 2
Noosa OLD 4567
INTRODUCTION:
SCOPE: Engineering design and details for wall mounted sign.
1. Design loads:
DL Sign dead load [self weight)
WL Wind load [Region & Terrain Category]
EL Earthquake load [where applicable]
2. Design and detail letter structural arrangement
3. Design and detail support frame structure
4. Design and detail fixings to existing wall structure.
NB: Existing wall structure by others
REGULATIONS & CODES:
BCA - 2016: Building Code of Australia - 2016
AS/NZS 1170.0 - 2002: Structural design actions Part 0: Generai principles.
AS/NZS 1170.1 - 2002: Structural design actions Part 1: Permanent, imposed & other actions.
AS/NZS 1170.2 - 2011: Structural design actions Part 2: Wind actions.
AS 1170.4 - 2007: Structural design actions Part 4: Earthquake actions in Australia.
AS/NZS 1664.1 - 1997: Aluminium structures Part 1: Limit state design.
AS 3566 - 2002: Self-drilling screws for the building and construction industries ies.
AS 3600 - 2009: Concrete structures
AS 4100 - 1998: Steel structures.
AS/NZS 4600 - 2005: Cold-formed steel structures.
MATERIALS: fy (Mpa) fu (MPa)
Hot Rolled UB, UC, PFC: Grade 300 (AS/NZS 3679.1 .2010) 300 440
Plate: Grade 250 (AS/NZS 3678 - 2011) 250 410
Cold Formed SHS: Grade C450 (ASl163 - 2009) 450 500
RHS: Grade C450 (AS 1163 - 2009) 450 500
CHS: Grade C350 (AS 1163 - 2009) 350 430
CA: Cold-formed angle (Duragal) 350 400
CC: Cold formed channels (Duragal) 400 450
CF: Cold.formed flats (Duragal) 350 400
Bolts Bolts (4.6/S) - [Commercial) 240 400
Bolts (8.8/S) - [High Strength Structural) 660 830
Welds Welding - Category: General Purpose GP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Welding - Category: Structural Purpose SP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Concrete: Grade N25 [fc @ 28 days] 25 MPa
REFERENCES:
Duragal Easy Welding Guide.
Duragal Easy Painting & Corrosion Protection Guide.
Page 59
.. ..
Sofitel Noosa Sign 1
RevO
\(ISTEI( Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
21-Jan-17 3
Noosa OLD 4567
DIAGRAM 1: SIGN LOCATION
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENTTHE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFERTO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 60
"
Sofftel Noosa Sign 1
Rev 0
"ISTEI( Wall Mounted Sign WM[4xO.3x21)
14.16 Hastings St,
Noosa OLD 4567
21.Jan-17 4
DIAGRAM 2: SIGN ARRANGEMENT
•...
c:
Cl
U'I = =
..
• • •
, .•,
, ,,.
- ,
<
w
I- •
-
i
i
o
(/)
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND 00 NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS, PLEASE REFER TO BODY OF CALCULATIONS ANO
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS,
Page 61
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(
$TRI'Cn!RAI - \':1 ••• r "r.I"lrrRt=:
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St,
21-Jan-17 5
Noosa OLD 4567
WIND PRESSURE:
Item Param Detail! Formula Value Units
Site REG
IL
Region
Importance Level
B
2
...
•••
•••
TC
R
Terrain Category
Average Recurrence Interval
2.5
500
...
VR Regional wind speed for R 57.0 mls
Geometry b Average width of sign face 4.00 m
c Height of sign face 0.32 m
h
Ac
Total height of sign above datum
Proportion of cladded area
0.80
0.20
..
m
A, Area of sign face 0.25 m'
h, Height of datum above NGL (z = 0) 20.00 m
z Height above NGL (rounded up) 21 m
WIND LOAD COy" Dynamic response factor 1.00 ..
k. Area reduction factor 1.00 ••
kc Combination factor 1.00 ••
k, X Cp,
Select sign location
Local pressure factor
Near wall edge (h < 25m)
1.30
..
k, Porous cladding factor 1.00 ••
Cfjg Aerodynamic Factor (Cfig=Cpe.ka.kc.kl.kp) 1.30 ••
Terrain M, Terrain & height multiplier 1.02 •••
Pressure p, Pressure at ht z 2.01 kPa
STR p, Strength design pressure 2.61 kPa
SRV p, Serviceability design pressure 1.74 kPa
Force W, Total wind load on sign face 0.7 kN
DL G Self weiaht of sian 0.1 kN
Page 62
.'
Sofitel Noosa Sign 1
SCF477A_a Rev °
"ISTEI<:
\T,I'.~'0'.:~JJ~~~-
Wall Mounted Sign WM[4xO.3x21]
14-16 Hastings St.
P~,IE '~\~f,~~fRS Noosa OLD 4567
v
21-Jan-17 6
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.13 kN
M, Max moment on support 0,01 kNm
Section
L
Section
Lenath of CHS I bolt
20 x 1.6 CHS
40
6060.T5
...
mm
do Diameter of CHS 20 mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
Gross area of CHS 92.5 mm'
A,
q>N, Compression capacity of CHS 9.2 kN
kNm
Bolt
'I'M,
Bolt
Moment capacity of CHS
M614.61S1
0.04
...
db Bolt diameter 6 mm
Bolt tension area 20 mm'
A,
q>N~ Bolt tensile capacity 6.4 kN
q:>Vyb Bolt shear capacity 3.6 kN
a Half subtended angle 0.19 rad
A Arc area 6 mm'
e Disn centroid of arc to centre of bolt 9.1 mm
Nt Tension in bait 0.6 kN
N, Compression in CHS 0.6 kN
f, Compression stress 99 MPa
q>f, Factored yield stress 99 MPa
STR ~, f, I q>f, 1.00 S1 OK
Bolt tension ratio 0.09 S1 OK
~" OK
~, Bolt shear ratio 0.04 S1
UC Unity Check 0.01 S1 OK
Page 63
..
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\fISTEI(
SH,UCTl.RAL I CIV,_ EI\GIt\::ERS
Wall Mounted Sign WM(4xO.3x21)
14-16 Hastings St,
Noosa OLD 4567
21-Jan-17 7
FIXING TO: Concrete Wall using ChemSet 101 Plus
J.5ml'l c1e.a' acrylIC
-.- - . _l~ -- - ..
• • • • • •• • • • • • •
• •• • •
3(J7
• • 0'
• • • • • •
• APPROXIMATEANCHORLOCATIONS
Item Param Detail I Formula Value Units
Loads p Wind pressure on sign face 2.61 kPa
c Effective height of the sign 0.3 m
b Effective width of sign 4.0 m
A Effective area 1.26 m2
w
n
Sign weight
Number of bolts
0.25
25
..
kPa
t Substrate thickness 150 mm
N Total tension force 3.3 kN
V Total shear force 0.3 kN
Substrate Concrete Wall usina ChemSet 101 Plus
Bolts db Bolt size M6 ••
<pN'b Tensile strength 5.1 kN
<pVb Shear Strength 5.4 kN
emb Bolt embedment 70.0 mm
Ntb Bolt tension 0.13 kN
Vb Bolt shear 0.01 kN
~I N'bI (<pNtbl 0.03 :51 OK
~, Vb I <pVb 0.00 :51 OK
Soecificalion:
Adopt Ramset M6 (DP12070GH) ChemSet 101 Plus anchors with emb = 70mm
Provide anchors in a similar arrangement as shown above
FOllOW RAMSET INSTALLATION GUIDE
Page 64
Sofitel Noosa Sign 1
RevO
"ISTEI{
STRU(.TUR"'L CIVIL ENG 'HERS
Wall Mounted Sign WM[4xO.3x21)
14-16 Hastings St.
Noosa OLD 4567
21-Jan-17 8
DIAGRAM 3:
40 '" 40 "
" ,
,
4.5mm clear acrylic tabs
M3 CS screw fix through sides
Fabricated aluminium can letters.
i--
3mm faces with 2mm thick returns
2pac painted to match PMS 114.
"•
'J
Painted internally white.
'1
ELEC0649 LED on
clear acrylic backing.
M6 (4.6/5) WITH RAM5ET CHEM5ET
101 PLUS EMB@70mm
Section A-A
20X1.6 CHS ALUM 6060-T5 SLEEVE
Page 65
r
.-
Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI{
STRt,;cn ..•pJ.L I CIV'. EI\G I\O;::Er<S
Wall
Noosa
Mounted
14-16 Hastings
OLD 4567
Sign WM[4xO.3x21]
St.
21-Jan-17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance INith the SGA and
relevant SAA codes (current edition induding all amendments)
2. Client is responsible for all dimensions. measurements and other site information
reaujred to complete the enaineerinQ design and details.
Sleel 1. All work and materials shall be in accordance with the following:
Hal-rolled sleel: AS 4100 -1998
Cold.formed steel: AS/NZS 4600 - 2005
Stainless steel: AS/NZS 4673 - 2001
2. Sections: UB. UC, PFC & Plale: Grade 300 (AS/NZS 3679.1 -2010)
RHS & SHS: Grade C450 (AS 1163-2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold-formed Duragal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed with 3 mm olate.
Aluminium: 1. All work and materials shall be in accordance with AS/NZS 1664 - 1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plale: Allov. Temoer: 5005- H34 (uno)
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrele shall be Grade N25 (fc = 25 MPa @ 28 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4, Minimum cover to hold-down bolts or other titments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 days before imoosinQ any structural loads.
Welding 1. Welding of structural steel shall be in accordance with AS/NZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance 'Nith AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance with AS/NZS 1554.6 - 1994.
4. Welding of aluminium shall be in accordance VoIithAS/NZS 1665 ~2004
5. Welds shall be CateaoN - GP (uno), done bv a suitablv Qualified welder.
Bolts 1. Bolls shall be M16(4.6/S) galvanised (uno).
2. Hold.down bolts (HD-bolls) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolts shall be Grade 304 or Grade 50 OSO)
Screws 1. Self-Tapping (self-drilling) metal screws shall be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
S14.8 (No.10) Dia. = 4.8mm
ST5.5 (No.12) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB - Tapes 1. VHB - Tapes Nery High Bond - Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shall be used to resist dynamic wind loads only.
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VHB. Tanes shall be annlied in accordance Ytr'ithmanufacture's soecifications and renuirements.
Sealant 1. All joints that are not welded and abutting surfaces should be sealed with a structural sealant.
Page 66
.(ISTEI(
STRUCTURAL + CIVIL ENGINEERS
Vistek pry. Ltd. (ABN: 80 122 033 628)
Suite 101, 8 Bank PI.. Melbourne, VIC. 3000
T: +61 3964004241 F: +61 396400626
WWtN. vislek.com.au 1 [email protected]
PROJECT: Sofilel Noosa Sign 2
Wan Mounted Sign WM[8x1.2x11)
LOCATION: 14-16 Hastings St,
Noosa OLD 4567
REFERENCE: SCF477A_b Rev 0
START DATE: 21.Jon-17
COMPLETED: 24.Jan-17
ENGINEER: FD
Rev No. Date Revision Details
0 24-Jan-17 Issued for construction
VERIFICATION & CERTIFICATION OF
STRUCTURAL DESIGN DOCUMENTS
1~f'~J
~LtehA
•• Dr Valdis Svars
FlEAust CPEng
CharlAred ProfessioMI Engineer
Membership No. 206682
Vic: Registered Building Practitioner, Civil Engineer EC 1397.
NSW: Accredited Certifier - Structural Engineering Compliance Reg No. ~ BPB0398
Old: Registered Professional Engineer of Old. R PEa 3414 Oiv; Civil.
Tas: Accredited Celtifier. Civil & Structural CC40261 (Building Act 2000.Tas.)
NT; Certifying Engineer (Structural) Reg No. 47035ES
Date: 24.Jan-17
This document is the valuable property of Vistek Pty. Ltd. It contains information that is confidential and the subject of copyright, patents
and other intellectual property rights. Copying. disdosing or using any part of this document is expressly prohibited without written
permission from Vistek Pty. Ltd.
Page 67
Sofitel Noosa Sign 2
SCF477A_b RevO
'(ISTEI(
f.TFLCTLRAI .•.•. IVII FhCIl,"'FR~
Wall Mounted Sign WM(8x1.2x11]
14-16 Hastings St.
24-Jan-17 2
Noosa OLD 4567
INTRODUCTION:
SCOPE: Engineering design and details for wall mounted sign.
1. Design loads:
Dl Sign dead load [self weight]
Wl Wind load [Region & Terrain Category]
El Earthquake load [where applicable]
2. Design and detail letter structural arrangement
3. Design and detail support frame structure
4. Design and detail fixings to existing wall structure.
NB: Existing wall structure by others
REGULATIONS & CODES:
BCA - 2016: Building Code of Australia - 2016
AS/NZS 1170.0 - 2002: Structural design actions Part 0: General principles.
AS/NZS 1170.1 - 2002: Structural design actions Part 1: Permanent. imposed & other actions.
AS/NZS 1170.2 - 2011: Structural design actions Part 2: Wind actions.
AS 1170.4 - 2007: Structural design actions Part 4: Earthquake actions in Australia.
AS/NZS 1664.1 - 1997: Aluminium structures Part 1: Limit state design.
AS 3566 - 2002: Self-drilling screws for the building and construction industries ies.
AS 3600 - 2009: Concrete structures
AS 4100 - 1998: Steel structures.
AS/NZS 4600 - 2005: Cold-formed steel structures.
MATERIALS: fy (Mpa) fu (MPa)
Hot Rolled US, UC, PFC: Grade 300 (AS/NZS 3679.1 - 2010) 300 440
Plate: Grade 250 (AS/NZS 3678 - 2011) 250 410
Cold Formed SHS: Grade C450 (AS1163 - 2009) 450 500
RHS: Grade C450 (AS 1163 - 2009) 450 500
CHS: Grade C350 (AS 1163 - 2009) 350 430
CA: Cold-formed angle (Duragal) 350 400
CC: Cold formed channels (Duragal) 400 450
CF: Cold-formed flats (Duragal) 350 400
Bolts Bolts (4.6/S) - (Commercial] 240 400
Bolts (8.8/S) - [High Strength Structural) 660 830
Welds Welding - Category: General Purpose GP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Welding - Category: Structural Purpose SP 410
100% Visual scanning, 10% Visual examination (Table 6.2.2 AS/NZS 1554.1: 2014)
Concrete: Grade N25 [fc @ 28 days) 25 MPa
REFERENCES:
Duragal Easy Welding Guide.
Duragal Easy Painting & Corrosion Protection Guide.
Page 68
','
Sofitel Noosa Sign 2
RevO
"ISTEI{ Wall Mounted Sign WM(Bx1.2x11)
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 3
DIAGRAM 1: SIGN LOCATION
••
EXISTING SUBSTRATE FOR SIGN 2 IS lOmm FC
SHEET
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 69
Softtel Noosa Sign 2
Rev 0
"ISTEI( Wan Mounted Sign WM(8x1.2x11)
14-16 Hastings SI.
Noosa OLD 4567
24-Jan-17 4
DIAGRAM 2: SIGN ARRANGEMENT
~
N • - 0.:
I:: ,i -
;;
0
"
Cl ,
V'l • • !
"
I,
~n •
•
-- <
, !
t-
~<
0
.-J Ul
UJ
W ~
l- u -
u.
,
0 - u- ~ •
I.L «
a.
0 «
Ul 0
(/) 0
.
- 0 0
Z
i
;; "
NOTE: THESE DRAWINGS ARE INDICATIVE ONLY AND DO NOT REPRESENT THE FINAL ENGINEERED
STRUCTURAL ARRANGEMENT/CONNECTION DETAILS. PLEASE REFER TO BODY OF CALCULATIONS AND
ENGINEERING SKETCHES/DRAWINGS FOR MEMBER/CONNECTION SPECIFICATION DETAILS.
Page 70
Sofitel Noosa Sign 2
SCF477A_b Rev 0
'(ISTEI(
STRlJCTU=l"1 - CI\I r",r;;'NrrRS
Wall Mounted Sign WM(8x1.2x11)
14-16 Hastings St,
24-Jan-17 5
Noosa OLD 4567
WIND PRESSURE:
Item Param Detail I Formula Value Units
Site REG Region B '"
IL Importance Level 2 '"
2.5 ,,'
TC Terrain Category
R Average Recurrence Interval 500 '"
VR Regional wind speed for R 57.0 m/s
Geometry b Average width of sign face 8.00 m
c Height of sign face 1.23 m
h Total height of sign above datum 0.80 m
0.20 "
Ac Proportion of c1addedarea
m
,
As Area of sign face 1.97
h, Height of datum above NGL (z = 0) 10.00 m
z Height above NGL (rounded up) 11 m
WIND LOAD CdYIl Dynamic response factor 1.00 "
k. Area reduction factor 1.00 "
k, Combination factor 1.00 "
Select sign location Near wall edge (h < 25m)
"
k,xC,.
k,
Local pressure factor
Porous cladding factor
1.30
1.00
..
Terrain
Cfig
M,
Aerodynamic Factor (Cfig=Cpe.ka.kc.kl.kp)
Terrain & height multiplier
1.30
0.93
,
"
..
Pressure p, Pressure at ht z 1.67 kPa
STR p, Strength design pressure 2.17 kPa
SRV p, Serviceability design pressure 1.45 kPa
Force W, Total wind load on sign face 4.3 kN
DL G Self weiaht of sian 1.0 kN
Page 71
"
Sofitel Noosa Sign 2
SCF477A_b Rev 0
\(ISTEI{~ p~:v If ~~~f,~~~RS
~Tf~-:~!\J';~~L-
Wall Mounted Sign WM[8x1.2x11)
14-16 Hastings SI,
24-Jan-17 6
Noosa OLD 4567
VERTICAL SUOPPORTS: CHS WITH TENSION BOLT
Item Param Formula I Detail Value Units
Forces W, Max dead load per fixing point 0.99 kN
M, Max moment on support 0.00 kNm
40 mm
Section
L
Section
do
Lenoth of CHS I bolt
20 x 1.6 CHS
Diameter of CHS
6060-T5
20
--
mm
t Wall thickness of CHS 1.6 mm
r Mean radius of CHS 9.2 mm
Ag Gross area of CHS 92.5 mm'
<pNe Compression capacity of CHS 9.2 kN
kNm
Bolt
<pM,
Boll
Moment capacity of CHS
M614.6/S\
0.04
...
db Bolt diameter 6 mm
A, Bolt tension area 20 mm'
cpN1b Bolt tensile capacity 6.4 kN
Bolt shear capacity 3.6 kN
<pV""
a Half subtended angle 0.15 rad
A Arc area 4 mm'
e Disn centroid of arc to centre of bolt 9.2 mm
Nt Tension in bolt 0.4 kN
Ne Compression in CHS 0.4 kN
fe Compression stress 99 MPa
<pf, Factored yield stress 99 MPa
STR ~e fe I <pf, 1.00 S1 OK
Bolt tension ratio 0.07 S1 OK
~"
~, Bolt shear ratio 0.28 S 1 OK
UC Unity Check 0.08 S1 OK
Page 72
Sofitel Noosa Sign 2
SCF477A_b Rev 0
'(ISTEI{
STRUCTLP.AL I CIV'_ E~GII\~ERS
Wall Mounted Sign WM[8x1.2x11)
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 7
FIXING TO: 10mm FC Sheet All Thread
.! ~ dey 3Cl'J.:
am
460 • •• • • • • •• •
• •• ••
• • ""
••
• • • • •• '900
• •••• •• • •• • ••
• • ••• ••• • • ••
• • • •• • • ••
• •
• ••
••
• •• •• •• •• • •• •••••• • •• ••
:';2
""
• APPROXIMATEANCHORLOCATIONS
Item Param Detail 1 Formula Value Units
Loads p Wind pressure on sign face 2.17 kPa
c Effective height of the sign 1.2 m
b Effective width of sign 8.0 m
A Effective area 9.86 m'
w
n
Sign weight
Number of bolts
0.25
25
..
kPa
t Substrate thickness 150 mm
N Total tension force 21.4 kN
V Total shear force 2.5 kN
Substrate 10mm FC Sheet All Thread
Baits db Bolt size M6 (4.6/S) ••
cpNIb Tensile strength 6.4 kN
cpVb Shear Strength 3.6 kN
emb Bolt embedment 70.0 mm
Nib Bolt tension 0.86 kN
Vb Bolt shear 0.10 kN
~I Nib1 (cpNIb) 0.13 ~1 OK
~, Vb 1 cpVb 0.03 ~1 OK
Specification:
Adopt Ramset M6 (4.6/S) (DP12070GH) All Thread Through FC Sheet, 5PL.75X75 Mild Steel Square
Washers Behind FC Sheet
Provide anchors in a similar arrangement as shown above
Connection detail refer to next page
Page 73
"
Sofitel Noosa Sign 2
RevO
\fISTEI{
STRlJCTUf;,lol ClYlL ENG \1,,£1=:5
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
Noosa OLD 4567
24-Jan-17 8
DIAGRAM 3:
EXISTI NG lOmm FC BOARD BY
OTHERS 40 I~ 40 ".
.'~- /, /1
4,5mm clear acrylic tabs
M3 CS screw fix through sides
Fabricated aluminium can ietters.
3mm faces with 2mm thick returns
2pac painted to match PMS 114,
Painted internally white,
J
ELEC0649 LED on
clear acrylic backing.
-"I]
M6 (4,6/5)
~1
Section A-A
20X1.6 CHS ALUM 6060-TS SLEEVE
SPL. 7Sx7S MILD STEEL SQUARE
WASHER PLATE BEHIND EXISTING FC
BOARD
Page 74
Sotitel Noosa Sign 2
SCF477A_b Rev 0
\flSTEI{
S.TRLJCTL~.t,L I elV • EI\G,r ..::EP5
Wall Mounted
14-16 Hastings
Noosa OLD 4567
SignWM(8x1.2x11)
SI,
24-Jan.17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the SGA and
relevant 8AA codes (current edition lnduding all amendments)
2. Client is responsible for all dimensions, measurements and other site information
required to comnlete the ennineerinQ desiQn and details.
Steel 1. All work and materials shall be in accordance Y-lith the following:
Hot-rolled steel: AS 4100 -1998
Cold-formed steel: AS/NZS 4600 - 2005
Stainless steel: ASfNZS 4673 - 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (AS/NZS 3679.1 - 2010)
RHS & SHS: Grade C450 (AS 1163 - 2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold-formed Duragal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed with 3 mm Dlate.
Aluminium: 1. All work and materials shall be in accordance with AS/NZS 1664 - 1997.
2. Structural sections: Alloy - Temper: 6060 ~ T5 (uno)
3. Plate: Allov - Temner: 5005 - H34 (uno)
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrete shall be Grade N25 (fc = 25 MPa @ 28 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4. Minimum cover to hold-down bolts or other fitments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 davs before imoosina anv structural loads.
Welding 1. Welding of structural steel shall be in accordance with AS/NZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance with AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance with AS/NZS 1554.6 - 1994.
4. Welding of aluminium shall be in accordance \Yith ASfNZS 1665 ~ 2004
5. Welds shall be Catenorv - GP (uno), done bv a suitably aualified welder.
Bolls 1. Bolts shall be M16(4.6/S) 9alvanised (uno).
2. Hold-down bolts (HD-bolts) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolts shall be Grade 304 or Grade 50 (ISO)
Screws 1. Self-Tapping (self-drilling) metal screws shall be in accordance 'WithAS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST 4.8 (NO.10) Dia. = 4.8mm
ST5.5 (No.12) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB - Tapes 1. VHB ~ Tapes 0Jery High Bond - Tapes) shall be either 3M or Biolink.
2. VHB. Tapes shall be used to resist dynamic 'Wind loads only.
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VHB - Taoes shall be aoolied in accordance with manufacture's soecifications and reauirements.
Sealant 1. All joints that are not welded and abutting surfaces should be sealed with a structural sealant.
Page 75
Version 3 - March 2013
Form 15-Compliance Certificate for building Design or Specification
NOTE This is to be used forthe purposes of section 10 of the Building Ac/797S and/or section 46 of the
Building Regulation 2006.
RESTRICTION:A building certifier (class B) can only give a compliance certificate about whether
building work complies with the BCAor a provision of the QDC.A building certifier (ClassB) can
not give a certificate regarding QDCboundary clearanceand site cover provisions.
1. Properlydescription Streetaddress (nc/ude no.• slreel. suburb / focafitv & noslcode)
Thissectionneedonlybecompletedil
detailsof streetaddressandproperly 14-16 Hasti,,!-g~StLNoosa ._-
descriptionareapplicable. PostcodeOLD 4567
EG.Inthecaseof (standard/generic)
pooldesign/shellmanufactureand/or Lot & plandetails (attaChlisl if necessary)
patio and carport systems this section
maynolbeapplicable. I I
Inwhichlocalgovernmentareais the landsituated?
The description must identify all land the
subject of the application. I I
The101 & ~andetails(eg.SP I RP) are
shown on title dOOJments or a rates notice.
If the plan is nd. registered by title, provide
orevious lot and DIan details.
2, Description of componentls certified
Clearly describe the extent of work covered by _(?ofi!~t-!oosC!--'!Ja!L Mou n!ecL~9!lL ._----------_._---
this certificate, e.g. all structural aspects of the
sleel roof beams. -----_ .._-------------------_._----------_._-------- ._----_ .._-
------_._---_._----------_. ._----- __ . -------
._._------------_. __ ._._--_.----_ ..__ ._-_._----------- .. ._------_._- __
-----_._-- - ._-_._---------_ .. ..- _-_
.._------_. __
._--------_._._--- - ------
3. Basis of certification
Detail the basis for giving the certificate and the _f3S:~_~.9.1?:
_ Building,
CQde_ of Au~t.!'~!@.....____ ..._..__________ ._. ___
extent to which tests, specifteations. rules.
AS/NZS 1170 - 2002: Structural Design Actions
standards, codes of practice and other .:..:...._------------------ .._---------------------
publications, were relied upon. AS/NZS 1554 - 2014: Structural Steel Welding
AS--3600:-206g.:.Concrete.Slructures- ..---- ...-.------.---------.-
---
AS 4100 - 1998:Steei'Structures
-- _._-_._-_._._---_ ... ------
AS/NZS 4600 - 2005: Cold Formed Steel Structures
~--------------------_._------------_ .._-_._-
4. Reference documentation
Clearly identify any relevant documentation, 1_I.Q1.?.1_SCF_4 77 A _~_ SC?fi.tel..~90sa _Sign 1 RO '!'JM_____ ..____
e.g. numbered structural ellQineering plans.
170121 SCF4~7~.JL Sof!!~!1!SJOsa Sign 2_i3_Q)'YM.. __.______ .___
~----_.- ----
1------------------_ .._-_..-------_ ..__._--------------
--------_ . ----
.._---_._----_._---_ .._----------_ .._--------_._---_ ..-
LOCAL GOVERNMENT USE_O_NL_Y ]
1 C'E"rece;..~d 1 ""'_,o_"_,,,,_e_"""'_brk _
The Building Act 1975 is administered by the • Queensland
Department of Housing and Public Works
~ Government
Page 76
5. Building certifier reference number Building certifier reference number
13414
6. Competenl person details Name (in ful!)
A competent person for building work, means a
person who is assessed by the building certifier I Valdis Svars
for the work as competent to practise in an Contact person
Company name (if applicable)
aspect of the building and specification design,
of the building work because of the individual's
skill, experience and qualifications in the
I Vistek I Valdis Svars
aspect The compelent person must also be Phone no. business hours Mobile no. Fax no.
registered or licensed under a law applying in
the State 10 practice the aspect
1(03) 9640 0424 1+61 417 303 879 I 1(03) 9640 0626
Email address
If no relevant law requires the individual to be
licensed or registered to be able to give the I [email protected]
help. the certifier must assess the individual as
having appropriate experience. qualifications or
Postal address
skills to be able to give the help. Suite 101, 4-10 Bank PI
-----------.----------------------------.---.---------
If the chief executive issues any guidelines for Melbourne Postcode 3000
assessing a competent person. the building
certifier must use the guidelines when Licence or registration number (if applicable)
assessing ttle person.
IRPEQ 3414 Div: Civil.
7. Signalure of competent person Signature Date
This certificate must be signed by the individual
I 24/01/2017
assessed by the buikfillg certifier as competent
1110. fJeJ. v4tr:J1~
The Building Act 1975 is administered by the ~ Queensland
Department of Housing and Public Works ~ Government
Page 77
Noosa Pacific Resort QLD - Part 1
14-16 Hastings street,
Noosa Heads, OLD 4567
s o F I T E L
HOTELS & RESORTS
I E
f
CliErn Sofile' ilEIIAI-'E Sofitel_Noosa Pacific resort OLD 4 Part 1.al
~Wll 8' ~SIOIl ~E
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Sofitel Noosa Pacific Resort S0130882\DESIGN\GRAPHIC DESIGN
110/08/2016 I CF I 03 I 01/ 16
1300744633 www.signcraft.com.au
I
Page 78
Sign 1 & 2
Matenal
Fabricated aluminium can letters.
Proposed 2pac painted to match PMS 118.
LED illuminated internally
Installation
Remove existing and make good.
Pin fixing to w811.
Sign 1 -' Require further site survey.
Qty
1off each
Existing
P I '03
"' ' '
Sofitel IJAt.1E
-ILE Sofltel_Noosa Pacific resort QLD ~ Part l.a!
~ Sl9!!tlng
1300 744633
brand presence
www.signcraft.com.au
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Sofitel Noosa Pacific Resort S0130882\DESIGN\GRAPHIC DESIGN
~
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Page 79
Sign 1 & 2 night view
Matenal
Fabricated aluminium can letters.
Proposed 2pac painted to match PMS 118.
LED illuminated internally
Installation
Remove existing and make good.
Pin fixing to wall.
Require further site survey.
Diy
I off each.
Existing
I
f
Sofitel iLE
f~AI.1l Sofitel_Noosa Pacific resort OLD ~ Part l.af ~WtJBY ~SIOtt ~
~ slg~tlng brand presence
CLiEtH
PPOJeCT Noosa Pacific resort QLD FILE PATH O:\ProJeet Team\Projects\Accor Asia pacific\
Sofitel Noosa Pacific Resort S0130882\DESIGN\GRAPHIC DESIGN
~
110/08/2016
I CF I 03 I 03/16
1300744633 www.signcraft.com.au
Page 80
•
Sign 1
Matenal
Fabricated aluminium can le11ers.
Proposed 2pac painted to match PMS t 18.
LED illuminated internally
Installation
Remove existing and make good.
Pin fixing to wall.
Require further site survey.
Qty
4000 .10
1off.
3'5
s o F I rtonl
E L I
A •
FahlCaled alull1Inlum can l€'ll€fs.
21XlC P<'lillted\0 maIm PM$ 114.
Painted Inlerrl'l£Y while
Materials
PI/1 fixog al re:'ll.
Section A-A
•
PMS 118
Sofitel : FilE I,AI.IE Sofltel_Noosa Pacific resort QLD - Part l.al
~ sig!Jun9 brand pre.ence
~JT
I PROJECT Noosa Pacific resort QlD I FilE PATH O:\Project Team\Projects\Accor Asia paciflc\
Sofitel Noosa Pacific Resort S0130882\DESIGN\GRAPHIC DESIGN
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~E
I 04/16
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Page 81
•
Sign 2
Malerial
Fabricated aluminium can letters,
Proposed 2rac painted to match PMS 118.
LED illuminated internally
Installation
6000 Pin fixing to wall
Require further site survey.
o F I T E L I Qty
1off each.
8000
-I NOOSA PACIFIC RESO~f I
Frml Sde
Fabrlcaled aillTllflll.Un C<'1nletters,
~ I-
2pac panled 1o ITI<'1lchPMS 11,1. I
I
r
Materials
l.f lJ on cpal acrybC backlflQ
I
•
PIn 11)(1)9at real. [ ~
I~
PMS 118
SecllonAA
I o"w,,~ I "";'0"
f
Sofltel iLE
nAf,'E Sofltel_Noosa Pacific resort OLD - Part l.al
~ sig!]t1"9
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