Tel: 07 3800 0973 E: [email protected] W: www ...

SUMMERMORE Pty Ltd ABN 42 108 898 433

PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973

E: [email protected]

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.

mailto:[email protected]

http://www.summermore.com.au/

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



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)


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:

http://www.taswater.com.au/

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

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.


PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973


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.



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



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



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



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.



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



Importance Level 2 Structure – Wind Region B


Wind Region Terrain

Category


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.



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



Importance Level 2 Structure – Wind Region C


Wind Region Terrain

Category


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.



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



Importance Level 3 Structure – Wind Region A


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


of AS/NZS 1170.2:2011 CL5.4.4.



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



Importance Level 3 Structure – Wind Region B



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


of AS/NZS 1170.2:2011 CL5.4.4.



PO Box 1671

Browns Plains BC

Queensland, 4118

Tel: 07 3800 0973



Importance Level 3 Structure – Wind Region C



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


of AS/NZS 1170.2:2011 CL5.4.4.


Alu Selekta Cladding

urbanline.com.au

MATERIAL

A N

ON

-COMBUSTIBLE

AS

1530.1COMPLIANT

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


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.


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



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



2




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



3




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”



4




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



5




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


2. 8-18x16 Metal Self Tapping Screw

3. Cover profile.

3

2

1

B. Typical joiner detail



6




25

1

2

3

5

max. 20

5

4



2. Cover profile

3. Sub-framework

4. Horizontal Starter profile


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


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



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






7







1

2

3

4



2. Z profile



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



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



4

1

10

Starter profile

11

Z profile2



Internal wall sheeting fixed

to block wall with 28mm

internal furring channel


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



8









2. Internal / external corner profile &

ESWP internal corner profile

3. Top hat section


5. Drive Pin.


Top hat





2

1

Drive Pin5

Internal/external corner profiles

3





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


4

A. External corner details - masonry wall







1

2

B. Internal corner details - masonry wall

C. Alternative internal corner detail - masonry wall



9







Soffit installation



3. Sub-framework, spacing approx.

625 mm, structural analysis to be

performed by the customer


5. Starter profile

6. L bracket.

Vertical installation



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



10









2. Sub-framework


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


Horizontal Alu Selekta

cladding fixed to sections

as per engineers specifications

92mm steel framed

stud wall, refer to


drawing for

further details

ESFP F profile

1

2

7

Sarking to be


Provide

thermal break

in accordance

with 2019

Section J

Drive Pin4

8-18x16 Metal

Self Tapping Screw3



Refer to finishes schedulefor skirting details

Refer to finishes schedulefor floor finishes details


Top hat section fixed with drive pins per engineers specifications

Alu Selekta

Concrete slabto engineers 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



11






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.





Sarking to be providedas specified


1

6





Min 20mm cavity betweencore-filled concrete

block work and steel stud

200 series core-filledconcrete block work

to engineer designand detail


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






12






2. Sub-framework


4. Drive Pin

5. Horizontal starter profile

6. External corner box profile

7. ESPF profile.

13mm

Gyprock

standard

plasterboard

paint finish





to top hat sections per





Sarking to be provided

as specified

External corner

box profileDrive Pin

1

4

6







Sarking to be




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


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


Horizontal Alu Selekta

cladding fixed to sections

as per engineers specifications

92mm steel framed

stud wall, refer to


drawing for

further details

ESFP F profile

1

2

7

Sarking to be


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



13




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.

Tel: 07 3800 0973 E: [email protected] W: www ...

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