australia - multinail mar... · this year the ftma australia board has focused the conference...
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Impressive display of cassette flooring
Multinail australia recently held an open day for builders, fabricators, timber suppliers and architects at their new head office in stapylton to demonstrate the laying of floor cassettes.
In an impressive display, more than 324m2 of flooring was lifted and laid out in 43 minutes. Temporary safety barriers were put in place prior to laying the cassettes so people could walk on the newly laid floor immediately. This enabled framing and other work to commence immediately and gave onlookers a real-time demonstration of the product.
FTMa australia is pleased with the innovations Multinail has progressed with prefabricated floor cassettes. It’s fantastic to see more and more companies in the sector adopting the technology.
Things don’t happen overnight but I have no doubt the next step will be breaking into the exciting new opportunities the mid-rise market will bring to our sector, which FTMa is working on with their new Market Implementation Group.
2017 FTMA Australia National Conference
The largest australian fabricator-attended event is coming to the sanctuary cove Intercontinental resort on the Gold coast on Monday 15 and Tuesday 16 May.
This year the FTMa australia Board has focused the conference discussion on key topics and issues for our industry, including:
• Knowing your production costs
• avoiding shonky builders and getting paid for your work
• Fabricators responsibility in Ohs & Industrial relations
• housing forecasts and changes in the housing market
• Prefabricated floors and where our industry has been working
• Mid-rise opportunities for our sector: It doesn’t all need to be panelised
• understanding Fit for Purpose timber
• Timber Treatment; and
• Is steel a threat to our industry?
This year is all about hearing from you, so there will be panel discussions and questions from the floor throughout the two days.
Networking opportunitiesMonday 15 Maya host of activities will be on offer as part of the red activities Day on sunday 14 May at the resort. Join us and your industry colleagues for a round of golf at the impressive sanctuary cove Golf and country club Palms course or for a casual game of bare foot bowls.
For the motor heads in the group, FTMa will also be hosting an official ice breaker session at Dream World’s Peter Brock centre, which hosts Peter Brock’s enviable collection of cars. Various activities will be organised to get your blood pumping and promote some healthy competition, including some skills testing on the V8 simulators, with the top six scorers racing it out for the FTMa Fastest Driver award.
Dodgem cars, food and beverages will also be in the mix, so it’s sure to be a great night.
Tuesday 16 MayThe conference wraps up with the National conference Dinner at the resort’s Lagoon on Tuesday 16 May. This year the dinner is themed hawaiian Luau, so come along in your favourite hawaiian shirt, grass skirt or perhaps even a few coconuts!
The dinner will be a relaxed opportunity to network with your industry colleagues and witness the presentation of the inaugural clive Martella service to Industry award. This year the worthy recipient/s has been selected by a panel including Phil Mccormack, Michael read, Doug Maxwell and steve collier for making a huge contribution to our industry.
We look forward to seeing you all on the Gold coast in May and if you have any questions please call Kersten Gentle on 0418 226 242.
Kersten Gentle Executive Officer FTMA Australia
FTMA Australia
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Thanks to our sponsors
March 2017
Published by:Multinail australia
Advertising Enquiriese: [email protected]
Head Office 155 Burnside road stapylton QLD 4207, australia
T: +61 (0)7 3297 3250 F: +61 (0)7 3807 2978 e: [email protected] W: www.multinail.com.au
Brisbane Support Office T: 07 3297 3250
Melbourne Support Office T: 03 8787 8922
Sydney Support Office T: 02 9912 8100
Multinail Machinery T: 07 3297 3280 e: [email protected] W: www.multinailmachinery.com
Multinail Australia Support:
Table of Contents
FTMa australia . . . . . . . . . . . . . . . . . 2
New Office construction. . . . . . . . . . 4
steelwood Joist . . . . . . . . . . . . . . . . 6
commercial Floor cassettes. . . . . . . 8
FMs features. . . . . . . . . . . . . . . . . . 10
FMs capabilities . . . . . . . . . . . . . . . 12
Technical details - Gable end details . . . . . . . . . . . . . 14
Australasia
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New Office Construction
The roof trusses are now being installed, which include:
As you can see the roof trusses are being installed as we go to print. Some details of the roofing include
• Two triple parallel girders at the front of the building, spaning 14.4m at a height of 2.5m and weighing 622kg each
• Foyer section of the building has scissor trusses spaning 5.5m, which are built as one piece with an overall height of 3.6m
• Two triple laminated half truncated girder trusses spanning over 13m and 2.9m high, and weighing in at 405kg each
Photo taken 10:33pm 16th March 2017
The construction of Multinail’s new head office at Stapylton is continuing at a rapid pace. With no time required for form work or curing a concrete floor, work could continue immediately after the floor cassettes were installed in early February. Throughout this process Multinail has been able to save upwards of 10 weeks of construction time without scaffolding due to the use of this fantastic light weight, pre-fabricated technology.
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Developed by Multinail engineers, the SteelWood Joist (SWJ) is a newly configured structural truss that can be used in a variety of construction scenarios, such as flooring and roofing applications, and is suitable for single or multi-storey construction.
The versatile structure, manufactured from solid timber and galvanised steel to minimise corrosion, can
Steelwood Joistachieve floor spans of up to 10 metres and roof spans of up to 20 metres with most sheet roofing materials.
The robust SWJ is ideal for loads from 3kPa to 7.5kPa, making it suitable for office spaces, schools and stage floors, for example.
Commercial construction
opportunities in roofs
and floors
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Commercial Floor CassettesFloor cassettes offer architects, engineers, builders and contractors a cost effective way to construct a complete working floor for single or multi-story residential, commercial or industrial buildings in a matter of hours.
With the ability to pre-fabricate up to 10 metre lengths of flooring at 3kPa off site, and deliver when required, SteelWood joist floor cassettes enable builders and contractors to efficiently manage construction schedules and save considerable time on site.
348m² installed in 43 minutes
FMS features
FMS features Factory Management System
Features The ability to control truss plant productivity and workflow
Set and determine truss plant production scheduling1. set the order of production - job by job2. allocate production to stations3. Define the order/priority of production - item by item
Monitor factory performance4. Production completed is displayed instantly to the controller5. Problems notified instantly from each station to the controller6. Downtime identified as it happens
Review and update factory and truss costing7. View and print actual production times8. View and print statistical data for a range of sorted information
91%
69%
48%
73%
!
More than just a paperless factory, FMS offers you the ability to co-ordinate, monitor and review your factory activities in all areas from cutting to roof truss assembly, wall frame production and floor truss assembly.
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Factory Management SystemFMS capabilities
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Capabilities: The information provided to factory workers
Factory workers have complete access to all data and details for the job at each station in both text and graphic formats. This is much more than what is currently available via a paper system.
Factory workers have complete access to all data and details for the job at each station in both text and graphic formats. This is much more than what is currently available via a paper system.
For example, the detailer can update the manufacturing details on the detailing program with notes and/or detailed drawings and this information is then displayed at the individual work station. This means no separate paper is required to inform the factory floor and all details are stored as part of the job in the system.
The controller can also ‘automatically’ allocate work and sort the priorities of the work for each station based on truss type, spans and heights. This will save time for the controller when allocating jobs to the jigs.
FMS stations Specifications• Fanless Mini Pc• 1.83Ghz Processor• Windows 10 Operating system already installed• 2GB DraM• 32GB eMMc storage• 1 x hDMI, 1 x VGa video Output• 4 x usB 2.0 Ports, 1 x MicrosD Port
• 10/100Mbps rJ45 ethernet Port• Bluetooth 4.0• Wireless Logitech Keyboard with Built in Trackpad• 15” capacitive Touchscreen• Powdercoated Body for Durability• removable Keyboard / Document tray• Top hang mount available (208a001-B) for when a podium is
impractical.
Information for Displays• available in sizes from 50”-65”
• Mounted in Lockable, cooled, Dustproof enclosure with built in surge protection.
• BYO TV option available.
• Wide range of mounting options available. custom mounting options available to suit site.
• can be connected direct via hDMI cable or up to 100m away using hDMI over ethernet technology
• available with antiglare Perspex
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© Multinail · March 2017www.multinail.com.au
Gable truss supported on end wall C4-02-03
Figure C4-02-03-01 Gable-end truss supported inside of end wall
Figure C4-02-03-02 Gable-end truss set fl ush inside of end wall, with supporting blocks
a gable-end truss can either be supported by the gable wall or be free spanning. These two supporting conditions will signifi cantly affect the design of a gable-end truss, so the supporting condition must be confi rmed prior to design.
NOTE: Gable-end studs should be of suffi cient size and grade to resist all roof dead, live and wind loads on gable end. The studs should be spaced at centres to provide adequate support to fi x brickwork or cladding.
Where a gable-end truss is designed to be supported by the end wall, either the truss is sitting on the end wall or is set fl ush with the inside of end wall, the fi xing details shown in Figure c4-02-03-01 or Figure c4-02-03-02 shall be required, as appropriate.
Loadbearing end wall
70x35 F5 batten, fi xed to truss with 3.05Ø nails at 450 centres to support ceiling
Gable-end stud
Gable-end truss Gable-end truss
Block
Gable-end stud
Ceiling
Loadbearing end wall
Loadbearing end wall Loadbearing end wall
90x35 F5 blocks 300mm long at panel points, fi xed to truss as per table below
Gable-end stud
Gable-end truss Gable-end truss
Block
Gable-end stud
Ceiling
Tie down type Tie down capacity (kN.)
2/75mm x 3.05Ø skew nails 0.77
30x0.8 strap with 3/2.8Ø nails each end 4.7
30x0.8 strap with 4/2.8Ø nails wrapped over truss and under top plate 13.0
Block connection capacity (kN)
Dead Load Dead Load + Live Load
4/75mm x 3.05Ø nails 1.3 1.7
2/Black tip screws 2.2 2.9
2/M12 Bolts 3.7 4.9
Tech Torque By: Matthew Smith · Chief Engineer
© Multinail · March 2017www.multinail.com.au
Gable Truss with Outrigger Positioning C4-02-01
Figure C4-02-01-01 Figure C4-02-01-03 Gable truss with outrigger positioning
Gable truss overhang fi xing, Multinail heel positioning & fi rst outrigger position.
Gable truss positioning in relation to end wall
=
=
=
=
=
o/h Span of standard trusses Standard Truss
Cutdown Truss
2/3.05Ø nails to block
Outrigger tiedown
Outrigger
Verge rafter
Detail ADetail ADetail B
Very Low Wind Speed (N1 & N2)Detail A - 3/75mm 3.05Ø Nails or 1/Multi Grip
Detail B - 2/75mm 3.05Ø skew nails
Notes: - Max verge overhang 600mm - Max outrigger/truss centres 600mm
Low Wind Speed (N2,N3 & C1)Detail A - 3/75mm 3.05Ø Nails or 1/Multi Grip
Detail B - 1/Multi Grip or cyclone tie
Notes: - Max verge overhang 1200mm- Max outrigger/truss centres 1200mm
High Wind Speed (N4,C2 & C3)Detail A - 2/No14 Type 17 batten screws
or 1/Multi Grip
Detail B - 1/cyclone tie
Notes: - Max verge overhang 1200mm- Max outrigger/truss centres 1200mm
Figure C4-02-01-02
The Multinail technical manual is continually updated with new details on a regular basis. This is why it is important to always check the HUB at www.multinail.net for the latest updates. Fabricators should not rely on old documents as these will not be current.
Technical details - Gable end details
One recent detail many fabricators will find beneficial is the new information on gable ends (below). This illustrate to builders how a cut-down gable end goes together. It’s also important to note that all gable ends require a structural fascia to support the verge rafter corner.
Standard Truss
Cutdown Truss
2/3.05Ø nails to block
Outrigger tiedown
Outrigger
Verge rafter
Detail ADetail ADetail B
It’s important to note that all drawings in the huB and technical manual are available for download and can be easily added to layouts.
Figure C4-02-01-03
Other samples from our printed and online Technical Manual
Multinail Australia
Product Brochure15 March 2017
Due to continual product improvement Multinail Australia Pty Ltd. reserves the right to change the product/s depicted - both in description and specification.
This document have to be read in conjunction with Multinail’s Technical Manual.
Horizontal Top Chord Centreline Cut Non Spliced Joints
Two Webs to Horizontal Top Chord
Figure B1-02-01-01
Vertical Web to Horizontal Top Chord
Figure B1-02-01-02
Vertical and Sloping Web HorizontalTop Chord
Figure B1-02-01-03
Vertical and Sloping Web HorizontalTop Chord
Figure B1-02-01-04
Vertical and Two Sloping Webs toHorizontal Top Chord
Figure B1-02-01-05
Multinail Australia
Product Brochure15 March 2017
External Wall Bearing SteelWood
Type 1: Walls parallel to SteelWood joist
SteelWood Joists may be used to distribute load from an upper-storey load-bearing
wall to a load-bearing lower-storey wall provided the following conditions are met:
The lower-storey wall frame provides continuous support to the
SteelWood Joist. SteelWood joist must be placed in line with both
walls.
Studs, wall plates and lintels have been sized in accordance with the
relevant Tables from AS1684.
Figure E4-01-01-01 SteelWood Joist to Support Roof Load
Option 1A - Ladder Truss
A ladder truss is a SteelWood nogged out. This forms a dwarf wall with verticals designed as wall studs and chords designed as ribbon plates in AS1684.
Most of the SteelWood webs can be eliminated if convenient, and the studs spread to conventional stud spacing. Only the SteelWood webs required to prevent racking of the
dwarf wall need to be included.
Figure E4-01-01-02Ladder Truss Typical Section
Figure E4-01-01-03SteelWood Ladder Truss to Support Roof Load
© Multinail · March 2017www.multinail.com.au
Verge Sprocket also known as Z-sprocket or Gun sprocket
C4-01-02
Figure C4-01-01-02 Verge Sprocket Detail
Construction Methods1. Manufacture verge sprocket with material as shown in tables
2. Locate end gable truss just inside end wall
3. Fix sprockets to underside of trusses with cyclone ties
4. Fix verge rafter to end of sprocket with 2/75 x 3.05Ø nails through verge rafter
* can be plated with 63x150MNh plate with 70mm lap
NOTE: 1. Maximum N3/c1 wind classifi cation
2. attach verge sprocket to each truss with 1/cyclone tie at each joint
3. ensure the last truss is designed with the correct loading
4. Backspan to be minimum the same as verge overhang distance
Maximum verge overhang lengths and plate size required for Verge Sprocket
Timber 90x35 - MGP10
Roofi ng material Verge centres (mm) Maximum verge overhang (mm)
Plate size
sheet 600 500 75x150MN*
sheet 900 500 75x150MN*
Tile 600 500 75x150MN*
Tile 900 500 75x150MNh
Timber 90x35 - P12
Roofi ng material Verge centres (mm) Maximum verge overhang (mm)
Plate size
sheet 600 800 75x150MN*
sheet 900 600 75x150MN*
Tile 600 700 75x150MN*
Tile 900 600 75x150MNh
Tile 550 760 63x150MNh
Timber 90x35 - F27
Roofi ng material Verge centres (mm) Maximum verge overhang (mm)
Plate size
sheet 450 1200 75x150MNh
sheet 600 900 75x150MNh
sheet 900 800 75x150MNh
Tile 600 800 75x150MNh
Verge OverhangTruss centres
Minimum 7mm end distanceMinimum
90x35-MGP10 verge rafter
© Multinail · March 2017www.multinail.com.au
Temporary bracing for gable-end roof C4-02-05
Figure C4-02-05-01 Prop to ground - temporary bracing for gable-end roofTemporary bracing for a gable-end roof is achieved by erecting and fi xing the fi rst truss to top plates at one end of the roof and bracing the truss to a rigid element; eg, the ground, as shown in Figure c4-02-05-01.
Temporary longitudinal ties to truss top chords at 3000mm centres Trusses
Wall frame
First truss
Solid prop fi xes to ground at tie location
Gable-end wall
© Multinail · March 2017www.multinail.com.au
Gable Truss Bracing
Figure C4-02-04-01
Figure C4-02-04-07 Figure C4-02-04-08
Figure C4-02-04-09 Figure C4-02-04-10
Windbeam location for webs at 600 centres
Selection Process
Windbeam OptionsOptions 1 Options 2
Options 3 Options 4
• Where (h) is less than values in table - no Windbeam required.
Note:all timber minimum MGP10
Maximum wind speed N3/c1
• Where (h) is greater than values in table but less than 2(h) - lower Windbeam is required.
• Locate the Windbeam at height of (h/2).
Wind Zone
Maximum Windbeam Height (h)
70x35 Web 90x35 WebDouble Component Gable End Web 35x70 Web
on fl at35x90 Web
on fl at2/ 70x35 Web 2/ 90x35 Web
N1 2000 2200 2550 2750 2700 3450
N2 1800 2000 2300 2500 2450 3150
N3 1500 1600 1850 2050 1900 2450
90x35 on edge Maximum span 1200mm
140x35 on edgeMaximum span 1400mm
90x35 on fl atMaximum span 1600mm
90x35 on fl at plus 90x35 on edgeMaximum span 2000mm
h
h
h/2
h/2
Figure C4-02-04-02
Fix to each truss webwith 2/ Green Tip Screws
Truss Web
Fix to each truss webwith 2/ Green Tip Screws
Truss Web
Fix to each truss webwith 2/ Green Tip Screws
Truss Web
Fix with 90mm nailsat 150mm centres
Fix to each truss webwith 2/ Green Tip Screws
Truss Web
C4-02-04