ENDUROFLOOR Installation Manual
Table of Contents
- 1 Table of Contents
- 2 Table of Figures
- 3 Overview
- 4 Scope of Manual
- 5 References
- 6 Design
- 7 Required on-site Tools and Equipment
- 7.1 Power Tools
- 7.2 Tool Accessories
- 7.3 Hand Tools
- 7.4 Essential Safety Equipment
- 8 Material specification
- 9 Components
- 9.1 Rollformed Sections
- 9.2 Lintels
- 9.3 Fasteners
- 9.4 Brackets
- 9.5 Bracing & Blocking
- 9.6 Beams & Bearers
- 10 Truss Connections
- 11 Notes on Vibration
- 12 Truss Assemblies
- 13 Connecting Floors from Upper Wall to Lower Wall
- 14 Handling of Endurofloor trusses
- 14.1 Note
- 15 Floor trusses exposure and storage
- 16 Truss identification
- 16.1 Standard Floor truss
- 16.2 Stepdown Truss
- 16.3 Cantilever Floor Truss
- 17 Truss Assembly
- 18 Points for construction
- 18.1.1 Warning
- 18.2 Correct direction of ENDUROFLOOR™ chord profile
- 18.3 Straightness
- 18.4 Plumb
- 19 Floor Construction
- 19.1 General and design
- 19.2 Prior to construction
- 19.3 Connecting Joists to Beams
- 19.4 Independent wall to floor system
- 19.4.1 Note
- 19.4.2 Assembling independent floors on-site
- 19.4.3 Pre-assembling independent floors
- 19.5 Integrated wall to floor system
- 19.5.1 Note
- 20 Joist Rollover Restraints
- 21 Floor Joist Penetrations
- 22 Installing beams around stair voids
- 23 Temporary Construction Bracing and Material Loads Positioning
Table of Figures
- 1 ENDUROFRAME® sections
- 2 Detail: Floor truss component cribbing - Independent wall system
- 3 Detail: Floor truss component cribbing - Integrated wall system
- 4 Detail: Typical standard floor truss - all webs at 45 degrees
- 5 Detail: Typical standard floor truss - middle webs at minimum 35 degrees
- 6 Detail: Typical standard floor truss - middle webs greater than 45 degrees
- 7 A - 32 x 1.0 mm strap fixed with min 2 x 12-14x20mm screws to each end
- 8 B - Enduro-Grip fixed with min 8 x 12-14x20mm screws to flange and tabs
- 9 C - 200 x 25 x 3mm HD strap tie-down fixed with min 6 x 12-14x20mm screws
- 10 D - Pryda Trip-L-Grip fixed with min 6 x 12-14x20mm screws (2 in each direction)
- 11 E - Pryda Multi-Grip fixed with min 4 x 12-14x20mm screws (2 in each direction)
- 12 Detail: Typical floor
- 13 Detail: Standard floor truss
- 14 Detail: Stepdown truss
- 15 Detail: Cantilever area truss
- 16 Detail: Example of cantilever truss end supported by beams which back span across floor
- 17 Detail: Initial chord placement
- 18 Detail: Hole alignment and trusstite installation
- 19 Detail: Web separation
- 20 Detail: Web placement
- 21 Detail: Web fixing
- 22 Detail: Check measure
- 23 Detail: Reinforcement screw installation
- 24 Detail: Screw distances
- 25 Chord Boxing Detail
- 26 Detail: Typical standard floor truss assembly sheet
- 27 Detail: Straightness
- 28 Detail: Plumb
- 29 Picture: Packing beams
- 30 Detail: Locating joist hanger support brackets
- 31 Detail: Alternatives to using joist hanger support brackets
- 32 Picture: Fixing Secondary support beams
- 33 Maximum dimensions of services within floor joists
- 34 Inserting 220mm diameter stiffener parts
- 35 ENDUROFLOOR Stair Trimmer Plan Layout
- 36 Stair Void Beam Layout Assembly Diagram
- 37 Stair Void Beam connection details
- 38 Temporary bracing and material loads positioning
Overview
The ENDUROFLOOR™ system has been developed as an add-on intermediate floor system to be manufactured from an ENDURO® rollformer using standard ENDUROFRAME® components. It shall be able to be manufactured from both a 75 and 90mm section. A 75mm system shall be able to be made from gauges between 0.55 – 1.2mm thick, and the 90mm system shall be able to be manufactured from 0.55 to 1.2mm thick steel. Where possible, options shall remain open so the floor system can be manufactured on a Smartruss rollformer. Due to potentially being manufactured on Smartruss rollformers – and to increase the strength of the trusses – it will be used in its strong axis.
The ENDUROFLOOR™ system is designed to be used as part of the ENDUROFRAME® system but could also potentially be used as a standalone floor system to rest on wall frames, providing the loads are conforming with ENDUROFRAME® building system. Due to the variable and generally high corrosivity found in subfloor environments, TRUECORE® steel is not recommended for this application.
Scope of Manual
This manual has been prepared for the construction of steel framed floors within the following parameters:
Only ENDUROFLOOR™ components made from TRUECORE® steel and made with the ENDURO® rollformer can be used.
Standard floor truss spacings are at 600mm or 450mm (max) centres dependent on floor truss design limitations. Other spacings may require additional engineering.
Suitable for particle board sheeting and 75mm autoclaved lightweight concrete panels
Product performance
The ENDUROFLOOR™ system has been designed in accordance with relevant Australian Standards and the requirements of the Building Code of Australia.
The floor framing system will perform in accordance with ENDUROFLOOR™ design documentation if installed in accordance with the recommendations and details set down in this manual and related references. This manual contains vital information. Please read it carefully.
For more information and technical support, contact: www.enduroframe.com
Refer to www.truecore.com.au for locations where ENDUROFRAME® can be warranted.
General notes to be read before you use this manual.
This Manual has been prepared for a range of floor framing designs using ENDUROFLOOR™ building components manufactured from TRUECORE® steel supplied by BlueScope Steel, its licensed manufacturers or dealers.
The ENDUROFRAME® Building System has been designed as a complete framing system.
All erection and connection details must be made in accordance with the relevant standard connection drawing details contained in this Manual or its supplements, or drawings output from the ENDUROCADD® software.
Before commencement of any fabrication or construction develop a safety management plan to cover key risks. Key risks include, but are not limited to:-
Working at heights
Electrical safety
Cuts and scratches
Consider and install the appropriate level of safety equipment to manage identified risks. Safety equipment that may be required includes:-
Personal protective equipment including safety glasses, gloves, hearing protection (when using power tools) and sunscreen;
Appropriate fall protection equipment including guard rails, scaffolds, ladders, elevated platforms, safety mesh, and fall restraint harnesses
A temporary earth should be established during the construction of steel frames and, upon completion, the steel house frames must be permanently earthed in accordance with the requirements of local electricity authorities.
You should check with your local workplace health and safety authority to see what safety measures you need to put in place prior to and during construction. It is the responsibility of the installer/erector to ensure all local safe work practices are adhered to and the safety of the whole site is maintained at all times.
For wiring in steel wall frames, nylon grommets shall be installed to run electrical cables through.
Where insufficient detail is included in this manual for your project, seek specialist advice.
Before you commence construction:
You should check with your local government authority to see if any form of prior permission or approval is required;
If you want to build or construct any attached structure, you should seek advice from a suitably qualified engineer to verify the capacity of your existing structure to withstand any additional load arising from the attached structure. You should also check with your local government authority to determine any specific requirements for the attachment to existing structures;
You should check with your local workplace health and safety authority to see what safety measures you need to put in place prior to and during construction. It is the responsibility of the installer/erector to ensure all local safe work practices are adhered to and the safety of the whole site is maintained at all times.
To ensure maximum lifespan of your house frame, consult your nearest ENDUROFRAME® fabricator for information regarding maintenance, handling, storage and any other technical assistance you may require.
Important disclaimer about this construction manual
Date of Issue
This Manual was issued on April, 2016. BlueScope Steel may make changes to this Manual in its sole discretion. You should check you are using the current version of the Manual before you start construction. Refer to www.enduroframe.com to check for the latest version.
Conditions of Use
If you use this Manual, you acknowledge and agree that your use is subject to the terms and conditions in this Manual. BlueScope Steel, its agents, officers, employees, subcontractors or consultants make no representations, either expressed or implied, as to the suitability of the information and data in this Manual for your particular purposes. It's your responsibility to ensure the design you use is appropriate for your needs, the products you have purchased, your site and structural limitations and your building and construction capabilities. It is recommended that you obtain qualified expert advice.
Use of Genuine Materials
Structures in this Manual should only be built or constructed using ENDUROFLOOR™ made from TRUECORE® steel and made with the ENDURO® rollformer or recommended third party products. Except as otherwise provided in these terms, any warranties only apply to you (if at all) if you use the genuine BlueScope Steel or recommended third party products and method of construction.
Check Delivery
It is important that you check all materials delivered to site against your invoice before you use them in your building or construction to ensure all components have arrived, are of the appropriate quality and are ready for installation.
Precautions
Ensure that all barriers, scaffolding, and fall protection used in order to comply with safe work practices are installed so as not to damage or overload floor components.
Limitation of Liability
By using this Manual, you accept the risks and responsibility for all losses, damages, costs and other consequences resulting directly or indirectly from using this Manual. Except to the extent to which liability may not lawfully be excluded or limited, BlueScope Steel will not be under or incur any liability to any person for any direct or indirect loss or damage (including, without limitation, consequential loss or damage such as loss of profit or anticipated profit, loss of use, damage to goodwill and loss due to delay) however caused (including, without limitation, breach of contract, negligence, breach of statute and/or in equity), which may be suffered or incurred in connection with this Manual.
All rights reserved. No part of this brochure may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, recording or otherwise, without written permission of BlueScope Steel Limited. ABN 16 000 011 058
References
The following documents have been used in the development of this system:
NASH Standard – Residential and Low-Rise Steel Framing Part 1: Design Criteria (2005)
NASH Handbook – Design of residential & Low-rise Steel Framing (2009)
NASH Technical Note 2 – Six Star Energy Efficiency Measures for Houses (March 2011)
National Construction Code (Building Code of Australia - 2010), Australian Building Codes Board
AS/NZS 1170.0: 2002 - Structural Design Actions - Part 0:General principles
AS/NZS 1170.1: 2002 - Structural Design Actions - Part 1: Permanent, imposed and other actions principles
AS/NZS 1170.2: 2011 - Structural Design Actions - Part 2: Wind actions
AS4055:2012 - Wind loads for Housing
AS/NZS 4600:2005 - Cold-formed steel structures
AS 1684.2-2010 - Residential timber-framed construction – Non-cyclonic areas
ABCB Protocol for Structural Software Draft Version 2011
Minister's Specification SA A2.2 'Structural Engineering Software'
NASH standard Residential and Low rise steel framing Part 1: Design Criteria 2005
AS1860.2-2006 Particle Board Installation
Design
Components used in the ENDUROFLOOR™ system are specified by an ENDUROCADD® software Trained Software User referencing loads and span tables contained in the ENDUROFLOOR™ Design Manual. Any floors designed outside the scope of this Design Manual must be checked and signed off by a suitably qualified engineer. Any supporting beams, and connections required in the floor structure are to be specified by others.
Required on-site Tools and Equipment
When installing an ENDUROFLOOR™ Floor Framing System, the following tools and safety equipment may be required.
Power Tools
screw gun
Tool Accessories
8mm (5/16”) hexagon socket
extension bar (length up to 150mm)
suitable metal cutting blades
8mm (5/16”) spanner or socket and handle
No.2 and No.3 Phillips head driver bits (length up to 100mm)
Hand Tools
double action tin snips (left, right and straight cut)
spirit level
chalk line
step ladder
vice grips
measuring tape
Essential Safety Equipment
eye protection (safety goggles)
High visibility personal protective clothing
hearing protection (when using power tools)
protective gloves
earth leakage circuit breaker for electrical equipment
fall protection harness
barriers, scaffolding, elevated work platforms, and any other equipment required to ensure worker safety
Material specification
ENDUROFLOOR™ sections are roll-formed from TRUECORE® steel complying with AS1397:2011. The standard ENDUROFLOOR™ sections are shown in the graphic below. In the grade shown, the number prefixed with G indicates minimum yield stress in MPa; and the number prefixed with AZ or AM indicates minimum coating mass in g/m2.
0.55mm BMT, TRUECORE® G550 AM150 steel
0.75mm BMT, TRUECORE® G550 AM150 steel
1.00mm BMT, TRUECORE® G550 AM150 steel
1.20mm BMT, TRUECORE® G500 AM150 steel
ENDUROFRAME® sections
Components
A full list of components can be seen at this link - https://enduroframe.atlassian.net/wiki/x/L4Ms.
Rollformed Sections
CEE section definition | Part No. | t | D | B1 | B2 | Lip | Feed Width mm | Section Type | Cee Sections |
|---|---|---|---|---|---|---|---|---|---|
mm | mm | mm | mm | mm | |||||
C7575ra | 0.75 | 75 | 40 | 38 | 8 | 163 | Ribbed | ENDUROTRUSS® & ENDUROWALL® | |
C7510ra | 1.00 | 75 | 40 | 38 | 8 | 163 | Ribbed | ||
C9075ra | 0.75 | 90 | 40 | 38 | 9 | 178 | Ribbed | ||
C9010ra | 1.00 | 90 | 40 | 38 | 9 | 178 | Ribbed | ||
C9012ra | 1.20 | 90 | 40 | 38 | 9 | 178 | Ribbed |
U section definition | Part Code | t | D | B1 | B2 | Feed width mm | Usage |
|---|---|---|---|---|---|---|---|
mm | mm | mm | mm | ||||
U754475G550 | 0.75 | 78.5 | 43 | 45 | 163 | Dwarf plate | |
U754410G550 | 1.00 | 78.5 | 43 | 45 | 163 | Dwarf plate | |
U904475G550 | 0.75 | 93.5 | 43 | 45 | 178 | Dwarf plate | |
U904410G550 | 1.00 | 93.5 | 43 | 45 | 178 | Dwarf plate | |
U904412G550 | 1.20 | 93.5 | 43 | 45 | 178 | Dwarf plate |
Lintels
Picture | Size | Application | Part No. |
|---|---|---|---|
200 x 35 x 1.5 | Single lintel used to resist roll-over of floor trusses at ends. |
Fasteners
The use of the correct fasteners in the quantities shown in the truss fabrication drawings are essential to ensure the design capacity of the trusses are achieved.
Brackets
Picture | Description | Application | Supplier | Part No. |
|---|---|---|---|---|
CPAH Hold down bracket | Hold down bracket to connect joists to masonry walls | Pryda | CPAH | |
Purlin cleats | Purlin cleats | Connecting purlins to purlins | Lysaght | |
General purpose brackets | Connecting purlins to purlins | Lysaght | ||
ENDURO angle 45 x 45 x 1mm | Trimmer | |||
Enduro Floor Truss Bracket 35 x 35 x 1mm | Connection and support of floor trusses to bearers/beams | |||
SFS stiffening plate | Insert an oversized service penetration in a 300mm floor truss in its vertical axis. Length = 600mm | SFS |
Bracing & Blocking
Picture | Description | Application | Supplier | Part No. |
Speedbrace | Rollover resistance brace | Pryda | SDB | |
Strap bracing | Rollover resistance brace | Lysaght |
Beams & Bearers
Sections to be permitted for use in-plane, below floor truss or for cantilever applications.
Section Definition | Section Type | Part No. | t | D | B | L | Kg/m |
|
|---|---|---|---|---|---|---|---|---|
mm | mm | mm | mm | |||||