tel: 07 3800 0973 e: [email protected] w: www
TRANSCRIPT
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
Monday, 8 June 2020
Urbanline Architectural
Modinex Group
150 Toongarra Rd,
Ipswich,
QLD, 4305
GENERIC STRUCTURAL DESIGN CERTIFICATION (20-19107)
ALU-SELEKTA CLADDING BATTEN SPACING/FIXING TABLES
We, Summermore Pty Ltd, being Registered Structural and Civil Engineers, hereby certify the design of the Urbanline Alu-Selekta Cladding with
Batten Spacing/Fixing Spacing in accordance with the Provided Span Tables and that it has been designed in accordance with widely accepted
engineering principles and the referenced codes of practice.
Reference Codes of Practice and Manuals
AS/NZS 1170.0:2002 Structural Design Actions—General Principles
AS/NZS 1170.1:2002 Structural Design Actions—Permanent, Imposed & Other Actions
AS/NZS 1170.2:2011 Structural Design Actions—Wind Actions
AS/NZS 1664.1:1997 Aluminium Structures – Limit State Design
AS/NZS 1664.2:1997 Aluminium Structures – Allowable Stress Design
AS1562.1:2018 Design and installation of sheet roof and wall cladding Metal
Reference Design Documents
Alu-Selekta Cladding Maximum Batten Spacing/Fixing Spacing Span Tables (8 Sheets)
This certification is limited to the documentation supplied and compliance with the requirements of the published codes of practice listed and should
not be used for any other purpose. Summermore Pty Ltd accepts no responsibility for information that has not been expressly identified as part of
this assessment. This assessment can only be relied upon by the addressee and cannot be relied upon by any third party. Summermore Pty Ltd
accepts no responsibility for any third party that seeks to rely upon this assessment.
If we can be of any further assistance in this matter, please do not hesitate to contact this office.
Yours Faithfully
Ronald Bell FIEAust (891940), CMEngNZ (1027605), CPEng, NER, APEC Engineer, IntPE(Aus).
Director
Summermore Pty Ltd
This Certificate Expires on 01st May 2021.
Approved by the Victorian Building Authority Page 1 of 1
Building Act 1993
Section 238(1)(a)
Building Regulations 2018
Regulation 126
GENERIC CERTIFICATE OF COMPLIANCE FOR PROPOSED BUILDING WORK
This certificate is issued to:
This certificate is issued in relation to the proposed building work at:
THE STATE OF VICTORIA
Nature of proposed building work
Construction of a new Urbanline Alu-Selekta Cladding in accordance with the Alu-Selekta Cladding Batten Spacing/Fixing Tables.
Version of BCA applicable to certificate - 2019
Building classification
Building – Class 1a
Prescribed class of building work for which this certificate is issued:
Design or part of the design of building work relating to Structural matter
Documents setting out the design that is certified by this certificate
Document no.
Document
date Type of document
Number
of pages Prepared by
1 19-19107 Alu-Selekta Cladding
Batten Spacing/Fixing Tables 08JUN2020
Alu-Selekta Cladding Batten
Spacing/Fixing Tables 8 RAB
2 MOD22510 JUN2019 Alu Selekta Cladding Product
Specification 6 Modinex
3 MOD25426 JUN2020 Alu Selekta Installation Instructions
2020 13 Modinex
*Performance solution
A performance solution forms part of the design certified by this certificate. The performance solution complies with the following
performance requirements of the NCC
Relevant performance
requirement
Details of Performance Solution Required by Regulation 124
BCA 2019 Vol 2 P2.1.1.
Assessment method A2.2(2)(a) of NCC Volume Two - A5.2(1)(e) and A5.2(1)(f)
Testing and Computations for from a registered civil engineer.
Regulation 126 certificate of compliance for proposed building work from a registered engineer.
The design certified by this certificate complies with the following provisions of the Building Act 1993, Building Regulations 2018 or Nation
Construction Code.
Act, Regulation or NCC Section, Regulation, Part, Performance Requirement or Other Provision
AS/NZS1170.0:2002
AS/NZS1170.1: 2002
AS/NZS1170.2:2011
AS/NZS1664.1:1997
AS/NZS1664.2:1997
AS1562.1:2018
Structural Design Actions—General Principles
Structural Design Actions—Permanent, Imposed & Other Actions
Structural Design Actions—Wind Actions
Aluminium Structures – Limit State Design
Aluminium Structures – Allowable Stress Design
Design and installation of sheet roof and wall cladding Metal
*I prepared the design, or part of the design, set out in the documents listed above.
I certify that the design set out in the documents listed above complies with the provisions set out above.
I believe that I hold the required skills, experience and knowledge to issue this certificate and can demonstrate this if requested to do so.
Engineer
Name: Ronald Albert BELL
Address: PO Box 1671, Browns Plains, QLD, 4118.
Email: [email protected]
Building practitioner registration category and class and registration number: EC27967
Date of issue of certificate: Thursday, 18 June 2020 This Certification Expires on 01 May 2021
Signature:
Department of Housing and Public Works
Generic Form 15—Compliance certificate for building design or specification
NOTE: This is to be used for the purposes of section 10 of the Building Act 1975 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 BCA or a provision of the Queensland Development Code (QDC). A building certifier (Class B) can not give a certificate regarding QDC boundary clearance and site cover provisions.
1. Property descriptionThis section need only be completed if details of street address and property description are applicable.
Street address (include no., street, suburb/locality and postcode) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
Lot and plan details (attach list if necessary) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
In which local government area is the land situated? XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
2. Description of component/scertified
Summermore Pty Ltd confirm that we have designed Urbanline Alu-Selekta Cladding as detailed on the attached drawings with Batten Spacing/Fixing Spacing in Accordance with Provided Span Tables and that it complies with the following provisions of the Regulations:
3. Basis of certification AS/NZS1170.0:2002 Structural Design Actions – General Principles
AS/NZS1170.1:2002 Structural Design Actions – Permanent, Imposed & Other Actions
AS/NZS1170.2:2011 Structural Design Actions – Wind Actions
AS/NZS 1664.1:1997 Aluminium Structures – Limit State Design
AS/NZS 1664.2:1997 Aluminium Structures – Allowable Stress Design
AS1562.1:2018 Design and installation of sheet roof and wall cladding Metal
4. Reference documentation Alu-Selekta Cladding Batten Spacing/Fixing Spacing Span Tables (8 Pages)
5. Building certifier referencenumber
Building certifier reference number
6. Competent person details Name (in full) Ronald Albert BELL
Company name (if applicable) Contact person Summermore Pty Ltd Ronald Bell
Phone no. (business hours) Mobile no. Fax no. 07 3800 0973 0438 288 116 07 3800 1860
Email address [email protected]
Postal address PO Box 1671, Browns Plains BC, Queensland, 4118.
Licence or registration number (if applicable) RPEQ 6715
7. Signature of competentperson
Signature Date Monday, June 8, 2020
This Certification Expires on the 01st of May 2021
LOCAL GOVERNMENT USE ONLY Date received Reference Number/s
Version 4 – July 2017
Ronald A. Bell
Registered Professional Engineer
Grad Cert (Tech Mgt), BEng Civil (Hons),
FIEAust (891940), CMEngNZ (1027605), CPEng, NER,
APEC Engineer, IntPE(Aus).
08JUN2020
Signed …………………………………………..…………………
RPEQ (6715), RBP(NT) (60596ES), RBP(Vic) (EC27967),
RBP(Tas)(CC5556),MAIB (9225), JP(Qual).
STRUCTURAL DETAILS CONCURRED
Director of Building Control - date approved: 1 July 2017 Building Act 2016 - Approved Form No 35
CERTIFICATE OF THE RESPONSIBLE DESIGNER Section 94 Section 106 Section 129 Section 155
To: Owner name
Address
Suburb/postcode
Designer details: Name: Ronald Albert BELL Category: Structural Engineer
Business name: Summermore Pty Ltd Phone No: 07 3800 0973
Business address: PO Box 1671
Browns Plains, QLD 4118 Fax No: 07 3800 1860
Licence No: CC5556 Email address: [email protected] Details of the proposed work: Owner/Applicant XXXXXXXXXXXXXXXXXXXXXXXXXXX Designer’s project
reference No. 19107
Address: XXXXXXXXXXXXXXXXXXXXXXXXXX Lot No: XXXXXXXXX
XXXXXXXXXXXXXXXXXXX XXXX
(X all applicable)
Description of work: Type of work: Building work X Plumbing work
Construction of a new Urbanline Alu-Selekta Cladding in accordance with the Batten Spacing/Fixing Spacing Tables.
(new building / alteration / addition / repair / removal / re-erection water / sewerage / stormwater / on-site wastewater management system / backflow prevention / other)
Description of the Design Work (Scope, limitations or exclusions): (X all applicable certificates) Certificate Type: Certificate Responsible Practitioner Building design Architect or Building Services Designer Structural design Structural Engineer Fire Safety design Fire Engineer Civil design Civil Engineer Hydraulic design Building Services Designer Fire service design Building Services Designer Electrical design Building Services Designer
Mechanical design Building Service Designer
Plumbing design Plumber
Other (specify)
Deemed-to-Satisfy: Performance Solution: (X the appropriate box) Other details: Construction of a new Urbanline Alu-Selekta Cladding in accordance with the Batten Spacing/Fixing Spacing Tables for the State of Tasmania
Design documents provided:
Form 35
Director of Building Control - date approved: 1 July 2017 Building Act 2016 - Approved Form No 35
The following documents are provided with this Certificate – Document description:
Drawing numbers:
Alu-Selekta Cladding Batten Spacing/Fixing Tables
Prepared by:
RAB
Date:
08JUN2020
Schedules: Prepared by: Date:
Specifications: Prepared by: Date:
Computations: Prepared by: Date:
Performance solution proposals: Prepared by: Date:
Test reports: Prepared by: Date:
Standards, codes or guidelines relied on in design process:
National Construction Code of Australia 2019 AS/NZS1170.0:2002 Structural Design Actions—General Principles AS/NZS1170.1:2002 Structural Design Actions—Permanent, Imposed & Other Actions AS/NZS1170.2:2011 Structural Design Actions—Wind Actions AS/NZS1664.1:1997 Aluminium Structures – Limit State Design AS/NZS1164.2:1997 Aluminium Structures – Allowable Stress Design AS1562.1:2018 Design and installation of sheet roof and wall cladding Metal
Any other relevant documentation:
Attribution as designer:
I, Ronald Albert BELL am responsible for the design of that part of the work as described in this certificate;
The documentation relating to the design includes sufficient information for the assessment of the work in accordance with the Building Act 2016 and sufficient detail for the builder or plumber to carry out the work in accordance with the documents and the Act;
This certificate confirms compliance and is evidence of suitability of this design with the requirements of the National Construction Code.
Name: (print) Signed Date
Designer: Ronald Albert BELL
8 June 2020 This certificate expires on 01 MAY 2021
Licence No: CC5556
Assessment of Certifiable Works: (TasWater)
Director of Building Control - date approved: 1 July 2017 Building Act 2016 - Approved Form No 35
Note: single residential dwellings and outbuildings on a lot with an existing sewer connection are not considered to increase demand and are not certifiable. If you cannot check ALL of these boxes, LEAVE THIS SECTION BLANK. TasWater must then be contacted to determine if the proposed works are Certifiable Works.
I confirm that the proposed works are not Certifiable Works, in accordance with the Guidelines for TasWater CCW Assessments, by virtue that all of the following are satisfied:
The works will not increase the demand for water supplied by TasWater The works will not increase or decrease the amount of sewage or toxins that is to be removed by, or discharged into, TasWater’s sewerage infrastructure The works will not require a new connection, or a modification to an existing connection, to be made to TasWater’s infrastructure The works will not damage or interfere with TasWater’s works The works will not adversely affect TasWater’s operations The work are not within 2m of TasWater’s infrastructure and are outside any TasWater easement I have checked the LISTMap to confirm the location of TasWater infrastructure If the property is connected to TasWater’s water system, a water meter is in place, or has been
applied for to TasWater.
Certification:
I ........................................................................................... being responsible for the proposed work, am satisfied that the works described above are not Certifiable Works, as defined within the Water and
Sewerage Industry Act 2008, that I have answered the above questions with all due diligence and have read and understood the Guidelines for TasWater CCW Assessments. Note: the Guidelines for TasWater Certification of Certifiable Works Assessments are available at: www.taswater.com.au Name: (print) Signed Date
Designer:
NORTHERN TERRITORY OF AUSTRALIA BUILDING ACT
SECTION 40 – CERTIFICATE OF COMPLIANCE – STRUCTURAL DESIGN
Page 1 of 2
All sections must be completed – mark N/A to any question that does not apply
PROPERTY / PROJECT DETAILS This is a GENERIC Certification for the Northern Territory of Australia. Description of works : We, Summermore Pty Ltd, being Registered Structural and Civil Engineers, hereby certify the design of the Urbanline Alu-Selekta Cladding with Batten Spacing/Fixing Spacing in accordance with the Provided Tables at that it has been designed in accordance with widely accepted engineering principles and the referenced codes of practice.
DOCUMENTS ATTACHED Drawing Nos:
Other: Alu-Selekta Cladding Batten Spacing/Fixing Tables (8 Sheets) dated: 08JUN2020
DESIGN BASIS (please list relevant Standards used in the design) AS/NZS1170.0:2002 Structural Design Actions – General Principles AS/NZS1170.1:2002 Structural Design Actions – Permanent, Imposed and Other Actions AS/NZS1170.2:2011 Structural Design Actions – Wind Actions AS/NZS1664.1:1997 Aluminium Structures – Limit State Design AS/NZS1664.2:1997 Aluminium Structures – Allowable Stress Design AS1562.1:2018 Design and installation of sheet roof and wall cladding Metal Class of Building (BCA): Varies Type of Construction (BCA volume 1 §C1.1): Varies
(eg. Type A fire-resisting construction) Building Importance Level (BCA Table B1.2a): Varies Annual Probability of Exceedance for Wind (BCA Table 1.2b): Varies Region: Varies Regional ultimate wind speed VR(m/s): Varies Terrain Category: Varies Reference height (m): Varies
Mz,cat : Varies Ms : 1.0 Mt : 1.0 Vdesθ Design Wind Speed at reference height (m/s): Varies
Internal Pressure Coefficients (Cp,i): N/A
External Pressure Coefficients (Cp,e) Walls +0.7, -0.65
Roof N/A
Net Pressure Coefficients: (Cp,n) Roof / Walls N/A
Imposed Loads, kPa Floor / Roof N/A Earthquake Design Category, EDC (Table 2.1 of AS 1170.4): N/A Annual Probability of Exceedance for Earthquake Actions (BCA Table 1.2b): 1 in N/A Importance Level (BCA): N/A Hazard Factor, Z (Section 3): N/A Class of Sub-Soil (Section 4): Safe Foundation Bearing Capacity, kPa: N/A Site classification (AS2870): N/A
COMMENTS / EXCLUSIONS (Exclusions to this Certificate must be clearly identified). The following items are excluded and shall be certified separately:
Comments:
CERTIFICATION BY STRUCTURAL ENGINEER Company Name Summermore Pty Ltd
Company NT Registration Number 127239ES
We certify that reasonable care has been taken to ensure that the structural engineering aspects of the works as described above have been designed in accordance with the requirements of the Building Code of Australia and the Northern Territory Building Regulations.
Name (print clearly) Ronald Albert Bell
Individual NT Registration Number 60596ES
Signature
Date: 08JUN2020 This Certification Expires on the 01st of MAY 2021
Page 2 of 2
SCHEDULE OF STRUCTURAL INSPECTIONS REQUIRED Inspection of construction is required at all stages indicated below. [ ] 1. Completion of site preparation/site filling/excavations for footings prior to placement of any reinforcement or
concrete. [ ] 2. Completion of preparations for placing of concrete strip footings including placement of reinforcement. [ ] 3. Completion of preparations for placing concrete slabs including compaction of fill and sand blinding,
placement of formwork, reinforcement, starter bars and cast in items. [ ] 4. Completion of preparations for placing of concrete pier footings including reinforcement (if any). [ ] 5. Starter bars and cast in items after placing of concrete and prior to any covering up work. [ ] 6 Reinforcement to walls completed prior to core filling (inspection holes and cleanout cores to be completed). [ ] 7. Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor framing
system completed before floors are laid or underside is lined. [ ] 8. Suspended concrete floor slabs with formwork, reinforcement and cast in items completed, prior to placing of
concrete. [ ] 9. Wall framing or blockwork wall core filling completed (with windows fixed in place) and roof framing with
connections completed and prior to sheeting or lining.
Note: [ ] Prior lodgement of truss manufacturer’s drawings, details and certification required. [ ] Prior lodgement of windows manufacturer’s drawings including fixings and certification required.
[X] 10. Structural wall linings completed and prior to any covering up work. [X] 11. Final inspection upon completion of all structural work including fixings of external roof and wall claddings,
flashings, barges & vents. [X] 12. Other Inspections as required by the building permit Important Information: 1) The above inspections are required to be carried out by either the certifying engineer or the building certifier who
issued the building permit for the work. (If no inspections are indicated refer to the certifying engineer for advice). 2) Where works are prescribed building works under the NT Building Act, the building certifier must be provided with
a copy of the inspection record and no further works must be carried out by the builder until the building certifier issues a release to proceed with further works.
3) Additional non structural inspections may be required during the course of construction before the issue of a Permit to Occupy (refer to building certifier for requirements).
4) Failure to obtain inspections may prevent the issue of a Permit to Occupy upon completion of the building works.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 1
Monday, 8 June 2020 Urbanline Architectural Modinex Group 150 Toongarra Rd, Ipswich, QLD, 4305
ALU-SELEKTA CLADDING MAXIMUM BATTEN SPACING / FIXING SPACING TABLES - (20-19107)
The following tables are to be used in conjunction with Urbanline Alu Selekta Cladding Installation instructions and the following Notes.
General Notes: 1. The provided span tables are only suitable for the Urbanline Alu-Selekta Cladding Profile. The Profile
is to be manufactured from 6063-T5 Grade Aluminium material. 2. The following tables are based upon the following assumptions regarding the calculations of the Site
Wind Speed in accordance with AS/NZS1170.2:2011; - Ms=1.0 - Mt=1.0
3. If there is uncertainty with regards to the Importance Level of the Structure the Urbanline Alu-Selekta Cladding profile is being fixed to, written confirmation of the Importance Level should be sought from a Registered Professional Engineer or Building Certifier/Surveyor.
4. If there is uncertainty with regards to the Wind Region or Terrain Category advice should be sought from a Registered Professional Engineer or Building Certifier/Surveyor.
5. The Building Design Engineer is to provide the design zones relating to Local Pressure requirements of AS/NZS 1170.2:2011 CL5.4.4.
6. The Sub-Structure battens are to be a minimum of 0.9mm G550 Material. The fixing requirements of the support battens to the sub-structure to be determined by others.
7. The fixing of the Urbanline Alu-Selekta Cladding Profile to the Sub-Structure battens is to be achieved with a minimum of an 8-18x16 Metal Self Tapping Screw. (Screws head must be a minimum of 8mm in diameter).
8. The Installation Manual is certified under Regulation 126. 9. The maximum allowable wind loading is 86m/s.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 2
Contents General Notes: ...................................................................................................................................................... 1
Importance Level 2 Structure – Wind Region A ................................................................................................. 3
Importance Level 2 Structure – Wind Region B .................................................................................................. 4
Importance Level 2 Structure – Wind Region C .................................................................................................. 5
Importance Level 3 Structure – Wind Region A ................................................................................................. 6
Importance Level 3 Structure – Wind Region B .................................................................................................. 7
Importance Level 3 Structure – Wind Region C .................................................................................................. 8
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 3
Importance Level 2 Structure – Wind Region A
Importance Level 2 Structures Maximum Batten Spacing/Fixing Spacing (mm)
Wind Region Terrain
Category
Cladding Installation
Height (m)
Kl = General
Zones Kl=1.5
Kl = Edge Zones
Kl=2.0
Kl = Corner
Zones Kl=3.0
A
1
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2.5
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
3
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
Notes: The Building Design Engineer is to provide the design zones relating to Local Pressure
requirements of AS/NZS 1170.2:2011 CL5.4.4.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 4
Importance Level 2 Structure – Wind Region B
Importance Level 2 Structures Maximum Batten Spacing/Fixing Spacing (mm)
Wind Region Terrain
Category
Cladding Installation
Height (m)
Kl = General
Zones Kl=1.5
Kl = Edge Zones
Kl=2.0
Kl = Corner
Zones Kl=3.0
B
1
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2.5
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
3
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
Notes: The Building Design Engineer is to provide the design zones relating to Local Pressure
requirements of AS/NZS 1170.2:2011 CL5.4.4.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 5
Importance Level 2 Structure – Wind Region C
Importance Level 2 Structures Maximum Batten Spacing/Fixing Spacing (mm)
Wind Region Terrain
Category
Cladding Installation
Height (m)
Kl = General
Zones Kl=1.5
Kl = Edge Zones
Kl=2.0
Kl = Corner
Zones Kl=3.0
C
1
0-5 625 625 625
5-10 625 625 612
10-25 625 625 569
25-40 625 625 553
2
0-5 625 625 625
5-10 625 625 625
10-25 625 625 623
25-40 625 625 591
2.5
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 623
3
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
Notes: The Building Design Engineer is to provide the design zones relating to Local Pressure requirements
of AS/NZS 1170.2:2011 CL5.4.4.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 6
Importance Level 3 Structure – Wind Region A
Importance Level 3 Structures Maximum Batten Spacing/Fixing Spacing (mm)
Wind Region Terrain Category
Cladding
Installation
Height (m)
Kl = General
Zones Kl=1.5
Kl = Edge Zones
Kl=2.0
Kl = Corner
Zones Kl=3.0
A
1
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2.5
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
3
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
Notes: The Building Design Engineer is to provide the design zones relating to Local Pressure requirements
of AS/NZS 1170.2:2011 CL5.4.4.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 7
Importance Level 3 Structure – Wind Region B
Importance Level 3 Structures Maximum Batten Spacing/Fixing Spacing (mm)
Wind Region Terrain Category
Cladding
Installation
Height (m)
Kl = General
Zones Kl=1.5
Kl = Edge Zones
Kl=2.0
Kl = Corner
Zones Kl=3.0
B
1
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
2.5
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
3
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 625
Notes: The Building Design Engineer is to provide the design zones relating to Local Pressure requirements
of AS/NZS 1170.2:2011 CL5.4.4.
SUMMERMORE Pty Ltd ABN 42 108 898 433
PO Box 1671
Browns Plains BC
Queensland, 4118
Tel: 07 3800 0973
W: www.summermore.com.au
19-19107-Urbanline Alu-Selekta Cladding Batten Spacing Tables Page 8
Importance Level 3 Structure – Wind Region C
Importance Level 3 Structures Maximum Batten Spacing/Fixing Spacing (mm)
Wind Region Terrain Category
Cladding
Installation
Height (m)
Kl = General
Zones Kl=1.5
Kl = Edge Zones
Kl=2.0
Kl = Corner
Zones Kl=3.0
C
1
0-5 625 625 580
5-10 625 625 544
10-25 625 625 506
25-40 625 625 491
2
0-5 625 625 625
5-10 625 625 609
10-25 625 625 554
25-40 625 625 525
2.5
0-5 625 625 625
5-10 625 625 625
10-25 625 625 589
25-40 625 625 554
3
0-5 625 625 625
5-10 625 625 625
10-25 625 625 625
25-40 625 625 586
Notes: The Building Design Engineer is to provide the design zones relating to Local Pressure requirements
of AS/NZS 1170.2:2011 CL5.4.4.
urbanline.com.au1300 658 638
Alu Selekta
It’s a new standard in aluminium
cladding, offering new levels of style,
new levels of choice and a truly realistic
looking timber alternative. Each panel
boasts a random computer generated
pattern, ensuring no two panels
look the same and a unique, natural
appearance.
Match colours such as Dark Cedar,
African Ebony Silver Oak or Cedar to
their Euro Selekta counterpart for a
seamless monochromatic style, or
mix and match with the many other
colour profiles available in Alu Selekta
to create eye-catching contrasts
and patterns.
You can even utilise our grooved and
batten options to achieve different
geometric design accents.
Alu Selekta is non-combustible in
accordance with Clause C1.12(e) of the
BCA and permitted to be used where
the BCA nominates non-combustible
material. Install it with confidence to
high rise buildings or in bush fire prone
areas and know the only maintenance
you’ll need is general cleaning.
Aluminium is an ideal choice for
Australian climates. It’s also incredibly
hardy – resistant to insects, wind, hail,
rain, and the coating has passed a sea
salt spray test as corrosive resistant.
Lightweight and easy to work with,
Alu Selekta is deceptively tough and
will stand up to the hard knocks.
Urbanline did not cut any corners,
creating a robust 1.8mm thick profile
body that is superior to alternative
lightweight aluminium claddings on the
market. The natural timber panel look
comes without all the fuss of sheet
panel installation. No need to machine
panels off site, adding an expensive
and time consuming process to your
project. With Alu Selekta you simply
screw the lengths into place.
A new standard of durability
Urbanline Alu Selekta is an innovative new product made from highly durable aluminium.
This non-combustible cladding looks just like timber, and works interchangeably
with Euro Selekta profiles for a seamless look from top to bottom. Eco-friendly, low
maintenance and incredibly durable, it’s ideal for high rises and bushfire rated areas.
Alu Selekta
Alu Selekta
Profile Code
Pro
file
W
idth
(mm
)
Co
ver
(mm
)
He
igh
t o
f P
rofi
le(m
m)
Pro
file
Le
ng
th(m
m)
Ma
x
Sp
an
s (m
m)
Certification
We
igh
t p
er
Len
gth
We
igh
t
pe
r m
2 *
ALU SELEKTA AS 155 x 18 172 155 18 5480 625 Non-Combustible 7.9kg 9.3kg
BATTEN ESECBP 70 44 40 5480 625 Non-Combustible 6.4kg 13kg*
GROOVE ESALT 46 20 13.4 5480 625 Non-Combustible 2.4kg 10.7kg*
* Weight per square metre is with a single Alu Selekta 155 in combination with either a batten or groove strip.
CAD filesDownload the latest
CAD files from the
product section of
urbanline.com.au
* Other colours available on request
172
155
1,8
18
Alu Selekta 155 (ALUS-AL-155x18) Batten (ESECBP)
40
70
44
Groove (ESALT)
13.4
46
20
African Ebony
Colours*
Dark Cedar Silver Oak Cedar Coast White Meranti
Profiles
urbanline.com.au1300 658 638
High rise cladding
Alu Selekta gives the genuine and unique look of
timber, with the toughness of aluminium. A smart
timber alternative for high rise buildings that need
a non combustible material. Use it for:
• High rise buildings
• Refurbishing commercial buildings
• Large scale commercial facades
• Bushfire prone areas
• External feature facade cladding for
domestic and commercial applications
• Feature cladding for soffits
• High-exposure, difficult to
access areas
• Low-maintenance substitute
for timber feature cladding
• Feature facade cladding for
multi-storey apartment buildings,
where maintenance is difficult
• Gable ends
Fire Rating
MATERIAL
A N
ON
-COMBUSTIBLE
AS
1530.1COMPLIANT
Alu Selekta
There are so many great reasons to choose Alu Selekta
Sizing
155mm cover x 18mm thick x 1.8mm
body thickness x 5.480mm in length.
Non combustible
Alu Selekta is AS1530.1 compliant –
a non-combustible material.
Interchangeable with Euro Selekta
Use Alu Selekta for non-combustibility high
rise applications and Euro Selekta in more
accessible areas including soffits.
Installer friendly
Pre-finished profiles and simple fixing
system makes for quick and easy installation.
Ideal timber substitute
Perfect for use in high-exposure or
difficult-to-access areas.
Rot and pest proof
Comprehensive 15 Year Warranty
Guaranteed quality and peace of mind.
Visit urbanline.com.au for more information
Accessories available
Range of smart aluminium trims and
accessories available. Ask our helpful staff
for more information.
Realistic
Timber grain replica is not blurry or distorted.
Sharp pattern is computer generated so no two
boards are the same.
Low maintenance
Only general cleaning required - a straight
forward process for an intelligent designed profile.
Sustainable
Alu Selekta is made from aluminium
therefore 100% recyclable product.
Diverse looks
Combine colours and groove or batten profiles to
create your own unique look.
urbanline.com.au1300 658 638
Further product information and downloads for Alu Selekta
are available at urbanline.com.au
Installation instructions Product care
CAD files Technical information
Like what you see?
Get in touch and order your free sample today!
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation Instructions:
Urbanline Alu Selekta Clad
1
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Product description
Urbanline Alu Selekta is an innovative exterior cladding
product made from highly durable solid extruded aluminium.
This non-combustible cladding looks just like timber, and
works interchangeably with our fire-rated Euro Selekta profiles
for a seamless look from top to bottom. Eco-friendly, low
maintenance and incredibly durable, it’s ideal for high rises
and bushfire rated areas and designed for ease of installation.
Non-Combustibility
The AluSelekta may be used wherever a non-combustible
material is required as permitted by C1.9 (AS1530.1)
The Alu Selekta material has been tested by the AWTA in their
report 17-003431 dated 20 July 2017. The test was conducted
in accordance with AS 1530.3 and achieved the following
results:
Criteria Result BCA Limit Spread-of-Flame Index = 0 0
Smoke Developed Index = 3 3
The Alu Selekta unfinished aluminium material has been
tested by Ignis Labs in their report 2017-01 I01R00 dated
09.03.2018. The test was conducted in accordance with
AS 1530.1 and achieved the following results:
Criteria Non-combustible.
Colours
Our guarantee to you
1. No Checking/Cracking of the Alu Selekta Finish.
2. No chalking of the Alu Selekta Finish in excess of that
represented by No.8 rating based on ASTM D4214.
3. No colour change of the Alu Selekta Finish greater that 5 (five)
CIE Lab AE units calculated in accordance with ASTM 2244
Section 6.3. Colour change shall be measured on the exposed
paint surface which has been cleaned of oil, grease, chalk,
oxidized film or other 3 contaminants and corresponding values
shall be measured on the original retained batch panel. (Panel
stored in the dark at temperatures below 30˚C/86˚F).
4. Coated surface will exhibit gloss retention of a minimum of 30%
of the original. Gloss retention shall be measured on the exposed
paint surface which has been cleaned of oil, grease, chalk,
oxidized film or other contaminants and corresponding values
shall be measured on the original retained batch panel. (Panel
stored in the dark at temperatures below 30˚C/86˚F).
5. Adhesion of Alu Selekta Finish when initially applied to test
panels and measured by reference to AAMA 2604-02 Clause
7.4.2 will show no removal of the film.
172
155
1,8
18
AluSelekta 155 (AS155x18)
Silver OakAfrican EbonyDark Cedar
Coast White
Cedar
Meranti
MATERIAL
A N
ON
-COMBUSTIBLE
AS
1530.1COMPLIANT
Batten (ESECBP) Groove (ESALT)
40
13.4
70
46
44 20
Installation Instructions:
Urbanline Alu Selekta Clad
2
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
30 148.5
148.5 6.5
357
22
202
22
General information, profile dimensions, calculating the required quantity & guidelines
The scope of these installation instructions covers all installation variants of façade cladding, including soffits.
AluSelekta Groove Profile Cladding – Option 1
AluSelekta Groove Profile Cladding – Option 2
AluSelekta Batten Profile Cladding – Option 3
AluSelekta Batten Profile Cladding – Option 4
Installation Instructions:
Urbanline Alu Selekta Clad
3
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Technical data Values UnitTest
specification
1. Density 2700 kg/m3 EN 323
2. Moments of enertia Ixx = 17 851 mm4 Iyy = 1471182 mm4
- N/mm2 EN 310 / EN 438
3. Elasticity modulus 70000 N/mm2 EN 310 / EN 438
4. Tensile strength vertical to the surface 215 N/mm2 EN 319
5. Tensile strength - N/mm2EN ISO 527 /
EN 438
6. Screw withdrawal strength 1) Refer to design tables N/mm2WERZALIT
TEST STANDARD
7. Swelling after storage after 2 h in water at 20 °C after 24 h at 100 °C after 5 h
0.00.00.0
%%%
DIN 317DIN 317
VHI quality seal /WERZALIT
TEST STANDARD
8. Moisture content 0.0 % EN 322
9. Temperature resistance under permanent load under temporary load
-50 to +70+120
°C°C
WERZALITTEST STANDARD
10. Fire behaviour standard version special version
non-combustible °CAS 1530:1 AS 1530:3
11. Length change due to heat exposure 2) (±40ºC install tempurature) 1 – 2 mm/mWERZALIT
TEST STANDARD
12. Thermal conductivity λ 280 W/m·K DIN 52 612
13. Water vapour permeability diffusion-equivalent air layer thickness
0 m DIN 52 615
14. Cross-cut test 3) Gt 0A – Gt 1A EN ISO 2409
15. Scratch resistance 0.5 – 1.5 N EN 438
16. Alloy 2) Temper 6063-T6
17. Abrasion behaviour - U EN 438
18. Light fastness Level 8 EN ISO 105-B02
19. Chemical resistance limited resistance EN 438
20. Cigarette burn resistance resistant to burns as for EN 438
21. Colour deviation 4) Δ E < 1 DIN 5033
22. Impact loadTo be determined
impact resistant for cyclonic zones
AS Standard
1) 8-18x16 metal self tapping screw into 0.9mm thick galvinised purlin2) Maximum expected length change under extreme climate fluctuations
3) Gt 0A is the best, Gt 4A is the worst value 4) With measurement geometry 0°/45°, standard illuminant “C”
Installation Instructions:
Urbanline Alu Selekta Clad
4
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Required quantity/m2 Required quantity/m2
Coverage width Standard lengths Façade profileGalvanised screws
3.9 x 16mm
Urbanline Alu Selekta Clad at max. fastening spacing = 625 mm
Alu Selekta 155 mm 5500 mm 6.45 linear m 10.3 pcs.
Calculating the required quantity (Calculation values exclude cutting waste)
Sub-framework for façade cladding
Typical top hat spacing is 625mm. Increased wind suction at the
edge areas of the building walls must be considered when planning
the sub-framework. The fastening spacing of the Alu Selekta Clad
profiles must be reduced to max. 300 mm in these areas; additional
support battens must be provided as necessary.
Installation lengths
For installation length is 5500 mm as set lengths. Expansion joints
are dependent on local temperature fluctuations.
Wind loadings
This is a simplified form or general rule of thumb for wind loadings.
The product has been tested and results reported by Summermore
Pty Ltd. to the requirements of:
Generic Structural Design Certificate (supplied by Summermores Engineering — refer to the Alu Selekta warranty)
The design certified by this certificate complies with the following provisions of the Building Act 1993, Building Regulations 2018 or Nation
Construction Code.
Act, Regulation or NCC Section, Regulation, Part, Performance Requirement or Other Provision
AS/NZS1170.0:2002 Structural Design Actions—General Principles
AS/NZS1170.1: 2002 Structural Design Actions—Permanent, Imposed & Other Actions
AS/NZS1170.2:2011 Structural Design Actions—Wind Actions
AS/NZS1664.1:1997 Aluminium Structures – Limit State Design
AS/NZS1664.2:1997 Aluminium Structures – Allowable Stress Design
Notes:
The Building Design Engineer is to provide the design zones relating to Local Pressure requirements of AS/NZS 1170.2:2011 CL5.4.4.
The wood decors are equivalent to natural wood surfaces, meaning that different grain textures are possible within a single shipment
(plain and/or mottled). Unfortunately, sorting at the factory is not possible! In order to obtain a uniform overall finish, we recommend
considering this fact and, for example, laying out the façade profiles before starting with the installation.
Important Building Design Notes:
• The supporting wall must be watertight and correct flashings
used in the event of any water penetration i.e. severe storms
• Refer to installation instructions for joint options
• Galvinised mild steel top hats are recommended with a
minimum of 0.9mm thick G550 pull out capacity.
• Suggest drive pin / fixings for top hat to concrete or
blockwork substrate to engineer specifications.
• Always confirm with a registered structural engineer.
Drive Pins
Top Hat rail
Horizontal Vertical
Alu Selekta cladding fixed to top hat
sections per engineers specifications.
Sarking to be
provided as
specified
Installation Instructions:
Urbanline Alu Selekta Clad
5
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
max 625
1
2
3
Horizontal installation
1. Alu Selekta façade profiles
2. 8-18x16 Metal Self Tapping Screw (Screw
head must be a minimum of 8mm in
Diameter)
3. Sub-Framework is to be provided by
a minimum thickness 0.9mm G550
Battens spaced in accordance with the
Summermore Design Tables. Fixing of
the Sub-Framework Battens to the Sub-
Structure is to be designed for by others.
A. Typical fixing detail
1. Alu Selekta façade profiles
2. 8-18x16 Metal Self Tapping Screw
3. Cover profile.
3
2
1
B. Typical joiner detail
Installation Instructions:
Urbanline Alu Selekta Clad
6
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
25
1
2
3
5
max. 20
5
4
Horizontal installation
1. Alu Selekta façade profiles
2. Cover profile
3. Sub-framework
4. Horizontal Starter profile
5. 8-18x16 Metal Self Tapping Screw
6. Top hat section
7. Drive Pin
8. Internal/external corner profile.Details are for light-weight construction techniques.
3
5
A. Joiner detail B. Fixing detail C. Vertical junction
13mm Gyprock standardplasterboard paint finish
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Min 20mm cavity betweencore-filled concrete
block work and steel stud
200 series core-filledconcrete block work
to engineer designand detail
Sarking to be provided as specified by fire engineer
EXTERIOR
LIFT
INTERNAL
Urbanline Alu Selekta claddingfixed to block work with top hatsection per engineers specifications
8-18x16 Metal Self Tapping Screw
Drive Pin7
5
1
D. Corner detail
200 series core-filled concrete block work to engineer design and detail
Alu Selekta cladding fixedto top hat sections perengineers specifications
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Sarking to beprovided as specified
ES2PCA/B Internal& External corner profile
1
2
E. Internal corner detail
6
8
Note:
Minimum 0.9mm
G550 Battens
spaced in
accordance with
the Summermore
Design Tables
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
Installation Instructions:
Urbanline Alu Selekta Clad
7
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
1
2
3
4
Horizontal installation
1. Alu Selekta façade profiles
2. Z profile
3. 8-18x16 Metal Self Tapping Screw
4. 8-18x16 Metal Self Tapping Screw
5. Ventilation profile 30/90
6. Connection profile F
7. ESA 40x20 L-profile
8. ESECB External corner box profile
9. Top hat section
10. Drive Pin
11. Starter profile – horizontal.
5 mm
3
4
6
INTERNAL EXTERNAL
Alu Selekta cladding fixed
to block work with top hat
sections per engineers
specifications
6mm Gyprock standard
plasterboard paint finish
92mm steel framed
stud wall, refer to
structural engineers
drawing for
further details
Sarking to be
provided as specified
Provide thermal break
in accordance with
2019 Section J
F profile
40x20 L profile with
2 fixings to frame
1
Top hat section
8-18x16 Metal
Self Tapping Screw
6
Starter profile11
7
9
3
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Refer to finishes schedulefor skirting details
Refer to finishes schedulefor floor finishes details
Sarking to be provided as specified
Top hat section fixed with drive pins per engineers specifications
Alu Selekta
Concrete slab to engineers design and detail
200 series core-filled concrete block work to engineer design and detail
8-18x16 Metal Self Tapping Screw
4
1
10
Starter profile
11
Z profile2
13mm Gyprock standard
plasterboard paint finish
Internal wall sheeting fixed
to block wall with 28mm
internal furring channel
Alu Selekta cladding fixed
to top hat sections per
engineers specifications
200 series core-filled
concrete block work to
engineer design and detail
Sarking to be provided
as specified
ESECB External
corner box profile
2
1
20 mm
4
5
Details are for light-weight construction techniques.
A. Junction detail B. Window detail C. Soffit detail
D. Light weight construction façade to soffit detail
E. External corner detail
F. Starter detail
Installation Instructions:
Urbanline Alu Selekta Clad
8
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
Horizontal installation
1. Alu Selekta façade profiles
2. Internal / external corner profile &
ESWP internal corner profile
3. Top hat section
4. 8-18x16 Metal Self Tapping Screw
5. Drive Pin.
13mm Gyprock standardplasterboard paint finish
Top hat
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Alu Selekta cladding fixedto top hat sections perengineers specifications
200 series core-filled concrete block work to engineer design and detail
Sarking to be provided as specified
2
1
Drive Pin5
Internal/external corner profiles
3
200 series core-filled concrete block work to engineer design and detail
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Sarking to beprovided as specified
13mm Gyprock standardplasterboard paint finish
25mm Gyprock sha� linerpanel between studs
64mm steel framed stud wallRefer to engineers specifications
INTERNAL
INTERNAL
Alu Selekta cladding fixedto blockwork with top hatsections per engineersspecifications
External claddingto be fixed to
block wall withtop hat toengineers
specifications
ESWP profile
O. 1
2
8-18x16 Metal Self Tapping Screw
4
A. External corner details - masonry wall
200 series core-filled concrete block work to engineer design and detail
Alu Selekta cladding fixedto top hat sections perengineers specifications
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Sarking to beprovided as specified
ES2PCA/B Internal& External corner profile
1
2
B. Internal corner details - masonry wall
C. Alternative internal corner detail - masonry wall
Installation Instructions:
Urbanline Alu Selekta Clad
9
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
Soffit installation
1. Alu Selekta façade profiles
2. 8-18x16 Metal Self Tapping Screw
3. Sub-framework, spacing approx.
625 mm, structural analysis to be
performed by the customer
4. 8-18x16 Metal Self Tapping Screw
5. Starter profile
6. L bracket.
Vertical installation
1. Alu Selekta façade profiles
2. 8-18x16 Metal Self Tapping Screw
3. Sub-framework, spacing approx.
625 mm, structural analysis to be
performed by the customer
4. Drive Pin.
3
ma
x. 6
25
1
2
4
Refer to floor finishes plan
and floor section schedule
Horizontal
starter profile
5
L bracket
6
1
2
3
Top hat fixed to underside of concrete
slab to manufacturers specifications.
8-18x16 Metal Self
Tapping Screw
Alu Selekta
Important Building Design Notes:
• Designed with positive interlock so
planks are self-supporting, as fixed
into position in ceiling spaces. A. Soffit installation detail
B. Vertical installation detail
Installation Instructions:
Urbanline Alu Selekta Clad
10
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
Vertical installation
1. Alu Selekta façade profiles
2. Sub-framework
3. 8-18x16 Metal Self Tapping Screw
4. Drive Pin
5. Boxed external corner
6. Aluminium external corner profile
7. Aluminium internal corner profile
8. F profile
9. W profile
10. Top hat section
11. Vertical starter profile
12. Z profile.
5
5
23.5
23.5
2
2
6
7
5
5
1
1
2
4
9
3
Alternative details utilising light-weight construction techniques.
INTERNAL EXTERNAL
Vertical Alu Selekta cladding
fixed to sections as per
engineers specifications
Horizontal Alu Selekta
cladding fixed to sections
as per engineers specifications
92mm steel framed
stud wall, refer to
structural engineers
drawing for
further details
ESFP F profile
1
2
7
Sarking to be
provided as specified
Provide
thermal break
in accordance
with 2019
Section J
Drive Pin4
8-18x16 Metal
Self Tapping Screw3
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Refer to finishes schedulefor skirting details
Refer to finishes schedulefor floor finishes details
Sarking to be provided as specified
Top hat section fixed with drive pins per engineers specifications
Alu Selekta
Concrete slabto engineers design and detail
200 series core-filled concrete block work to engineer design and detail
1
10
Drive Pin4
Vertical starter profile11
Z profile12
Wall / ceiling junction vary,refer to reflected ceiling plans,
typical bulkheads / ceiling constructiondetail & finishes information
Bulkheads vary, refer to reflected ceiling plans, sheet MP520 & finishesschedule for internalbulkhead details
5
5
4
3
5
A. External corner detail B. External corner detail C. Internal corner detail
E. External masonry wall detailD. Light weight corner detail
Installation Instructions:
Urbanline Alu Selekta Clad
11
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Vertical installation
1. Alu Selekta façade profiles
2. Sub-framework
3. Connection profile F
4. Z profile
5. Ventilation profile 30/90
6. Internal /external corner profile
7. L bracket 20x20 fixed to Alu Selekta
with 8-18x16 Metal Self Tapping
Screw.
200 series core-filled concrete block work to engineer design and detail
Alu Selekta cladding fixedto top hat sections perengineers specifications
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Sarking to be providedas specified
ES2PCA/B Internal& External corner profile
1
6
13mm Gyprock standardplasterboard paint finish
13mm Gyprock standardplasterboard paint finish
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Internal wall sheeting fixedto block wall with 28mminternal furring channel
Min 20mm cavity betweencore-filled concrete
block work and steel stud
200 series core-filledconcrete block work
to engineer designand detail
Sarking to be provided as specified
EXTERIOR
LIFT
INTERNAL
Alu Selekta cladding fixed to blockwork with top hat section perengineers specifications
1
L bracket 20x20and starter profile7
5
2
1
3
20 mm5
2
1
Alternative details utilising light-weight construction techniques.
5
4
1
A. Soffit detail
D. Wall junction detail
E. Internal corner on masonry walls
B. Window head detail C. Window sill detail
Please Note: Refer to Generic
Structural Design Certificate
(available on our website)
Installation Instructions:
Urbanline Alu Selekta Clad
12
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
Vertical installation
1. Alu Selekta façade profiles
2. Sub-framework
3. 8-18x16 Metal Self Tapping Screw
4. Drive Pin
5. Horizontal starter profile
6. External corner box profile
7. ESPF profile.
13mm
Gyprock
standard
plasterboard
paint finish
Internal wall sheeting fixed
to block wall with 28mm
internal furring channel
Alu Selekta cladding fixed
to top hat sections per
engineers specifications
200 series core-filled
concrete block work to
engineer design and detail
Sarking to be provided
as specified
External corner
box profileDrive Pin
1
4
6
200 series core-filled
concrete block work to
engineer design and detail
Internal wall sheeting fixed
to block wall with 28mm
internal furring channel
Sarking to be
provided as specified
13mm Gyprock standard
plasterboard paint finish
25mm Gyprock sha� liner
panel between studs
64mm steel framed stud
wall. Refer to engineers
specifications
EXTERIOR
INTERNAL
INTERNAL
Alu Selekta cladding
fixed to block work
with top hat sections per
engineers specifications
External cladding
to be fixed to
block wall with
top hat to
engineers
specifications
G.
1
Horizontal
starter profile
5
INTERNAL EXTERNAL
Vertical Alu Selekta cladding
fixed to sections as per
engineers specifications
Horizontal Alu Selekta
cladding fixed to sections
as per engineers specifications
92mm steel framed
stud wall, refer to
structural engineers
drawing for
further details
ESFP F profile
1
2
7
Sarking to be
provided as specified
Provide
thermal break
in accordance
with 2019
Section J
Drive Pin4
8-18x16 Metal
Self Tapping Screw3
B. Internal wall termination detail
C. External corner on masonry wall detail
A. Light weight façade & soffit detail
Installation Instructions:
Urbanline Alu Selekta Clad
13
Phone 1800 156 455 Email [email protected]
For further product information and downloads Visit urbanline.com.au
Installation guide if followed, complies with AS/NZS 2904 and is installed in accordance with AS1562.1. Alu Selekta installation instructions 2020 MOD25426 6/2020
General guidelines
Handling
The Alu Selekta profiles must be stored in their packaging,
lying flat until use.
Sawing with power tools
Aluminium saw blade must be used to cut profile.
Fastening the façade profiles
Suggest 8-18x16 Metal Self Tapping Screw (Screw head must be
a minimum of 8mm in Diameter) or equivalent. Pre-drill Ø 0.4mm
holes. Centre the fastening screws onto the screen recess grooves.
To fasten efficiently, the screw head rests against the surface.
Fastening of all connection profiles
Suggest 8-18x16 Metal Self Tapping Screw (Screw head must be a
minimum of 8mm in Diameter).
Please note: Contact your structural engineer for further
compliance with your project wind load and terrain category
requirements.
Generic Structural Design Certificate:
Battens spaced in accordance with the Summermore Design
Tables. Fixing of the Sub-Framework Battens to the Sub-
Structure is to be designed for by others.
Sub-framework
Façade profiles are typically fastened to a galvanised mild steel
structural sub-frame. In principle, the following guidelines should
be followed:
a) Compliance to Australian & NZ Building Codes is essential.
b) Fixing of the Sub-Framework Battens to the Sub-Structure is to
be designed for by others.
c) The support battens must be fastened as per Australian
Building Codes. The support battens must be fastened as per
Australian Building Codes and in accordance with Design Advice
by Others.
d) The sub-framework must be level and plumb.
e) Sub-Framework is to be provided by a minimum thickness
0.9mm G550 Battens spaced in accordance with the
Summermore Design Tables.
Cut edges
Cut edges with a sharp aluminium saw blade. In coastal regions (up
to approximately 50 km inland), all cut edges must be protected
against corrosion. Paint ends if required.
Expansion
8-18x16 Metal Self Tapping Screw clearance allowed for in profile.
The length change of the façade profiles is approximately 1 mm/linear
m, for a 40ºC temperature differential. Expansion joints of 5 mm must
be maintained at profile butt joints and profile connections.
Maintenance
On an annual basis use a soft sponge or cloth, hose with water and
mild detergent, non-abrasive soap with the pH range of 5-9 to clean
the powder coated area of dirt, grim and other debris. Pressure
washing and the use of harsh detergents or chemicals is not
recommended. Include in your maintenance records the following:
date, time, specific products used, name of maintenance person
and their designation, maintenance company name and general
condition of the powder coated finish.
If you have additional questions, please contact Urbanline
Architectural – 1300 658 638. Subject to changes due to
technical improvements.