THE DURAGRID FACADE SYSTEM UTILISES BGC FIBRE CEMENT SHEETING, OFFERING THE IDEAL SOLUTION FOR CLADDING THE EXTERIOR OF LOW TO MEDIUM RISE HOMES. DURAGRID GIVES BUILDINGS A MODERN AND EXTREMELY DURABLE FINISH.
DURAGRID SHEETING HAS A SMOOTH, FLAT SURFACE AND SQUARE EDGE FINISH WHICH IS SUITABLE FOR EXPRESSED JOINTING AND PROVIDES A FACADE SUITABLE FOR A NUMBER OF FINISHES – FROM PAINTED TO TEXTURED COATINGS.
THE DURAGRID FACADE SYSTEM:
- IS LIGHTWEIGHT.
- IS HIGHLY DURABLE.
- PANELS WILL NOT ROT, BURN OR CORRODE.
- PANELS ARE NOT AFFECTED BY TERMITES, AIR, STEAM, SALT OR SUNLIGHT.
- CAN BE EASILY DECORATED IN A NUMBER OF DESIGN FINISHES.
- QUICK AND SIMPLE TO INSTALL USING SCREW FIXING.
Duragrid Facade system utilises BGC fibre cement panels and graded, primed timber or steel battens to form a strong and durable facade cladding system.
BGC Duragrid is ideally suited for versatile architectural applications in light commercial applications where high impact resistance is not required. If high impact resistance is required BGC recommend the use of the Duracom compressed fibre cement facade system.
Duragrid panels are designed for installation in a variety of patterns, including vertical, orizontal, brick-bond or diamond inclined.
BGC Duragrid panels are available in 9mm thickness and may be finished with site applied acrylic paint systems or a factory applied high quality polyurethane plain finish. These may need alternative fixing methods. Please contact your local BGC office for advice.
NOTE: The fitting of the Duragrid Façade system should only be attempted by a professional contractor. Your local BGC Fibre Cement office can provide you with a list of recommended Duragrid installers.
- Lightweight cladding system
- Readily accepts many forms of decorative finish
- Highly durable product
- Dynamic architectural style
- Face sealed for paint application
ENERGY EFFICIENCY CONSIDERATIONS
Energy efficiency requirements have been introduced into the Building Code of Australia (BCA) for both commercial and residential buildings. Thermal heat transfer into and out of the building envelope will effect the running cost of the building and careful consideration of thermal heat transfer needs to be addressed by the architects, engineers and building designers.
Thermal bridging through steel framing will diminish the total R-Value; thermal conductance, of the wall. Thermal breaks are required for steel framed buildings. Thermal break tapes should have a minimum R-Value of 0.2.
BGC Duragrid panels are an autoclaved, cellulose fibre reinforced silica/cement panel, specially formulated and prepared to meet the requirements for use in external applications. Duragrid panels have a smooth flat surface and a neat square edged finish, for enhanced expressed joint facades.
BGC Fibre Cement products are manufactured to the Australian / New Zealand Standard S/NZS 2908.2-2000 Cellulose-Cement Products, : Flat sheets and Duragrid is classified as Type A-Category 2.
- Width +0/-1mm
- Length +0/-2mm
- Thickness +10%/-0%
- Diagonals difference (max) 2mm
- Edge straightness deviation (max) 1mm
BGC Fibre Cement 9mm has been tested for and passed the Early Fire Hazard Property riteria in compliance with AS/NZS 1530.3 and AS/NZS 3837 and is deemed a Group 1 Material in accordance with the Building Code of Australia (BCA), Volume 1, Specification A2.4; Fire Hazard Properties.
AS/NZS 1530.3; Early Fire Hazard Properties.
- Ignition Index 0
- Spread of Flame Index 0
- Heat Evolved Index 0
- Smoke Developed Index 0-1
BGC Duragrid physical properties make it a very durable product.
- Duragrid panels are immune to permanent water damage in both short and long-term exposure.
- Duragrid panels will not rot or burn and are unaffected by termites, air, steam, salt and sunlight.
- Duragrid panels are not adversely affected over a temperature range of 0°C to 95°C.
Vapour permeable sarking must be installed under the timber or steel batten in accordance with the AS/NZS 4200.2 – ‘Pliable building membranes and underlays – Installation’ and the sarking manufacturers’ guidelines. The sarking should have the following properties:
- Vapour barrier – low or medium
- Water barrier – high
Vapour permeable sarking is used to prevent moisture ingress by acting as a drainage plane whilst enabling water vapour build up from inside the frame to escape.
Duragrid panels have relatively low thermal conductivity:
R-value. At Equilibrium Moisture content the approximate R-Value of Duragrid is;- 0.55 W/m°C.
Duragrid Facade System conforms to the Building Code of Australia (BCA) requirements for external wall applications.
Duragrid facade system has been tested to AS/NZS 4284 Testing of Building Facades.
PANEL SIZES AND MASS
|Duragrid panels are available in the following sizes.|
|THICKNESS mm||MASS KG/M2||WIDTH mm||LENGTH mm|
HANDLING AND STORAGE
BGC Duragrid must be stacked flat, up off the ground and supported on equally spaced (max 400mm) level gluts. Care should be taken to avoid damage to the ends, edges and surfaces Sheets must be kept dry. When stored outdoors it must be protected from the weather.
Sheets must be dry prior to fixing, jointing or finishing.
The durability of galvanised nails and screws used for external cladding in coastal or similar corrosive environments can be as low as 10 years.
For this reason BGC recommend the use of stainless steel fasteners within 1km of the coast or other large expanses of salt water.
ACCESSORIES AVAILABLE FROM BGC
|DURABATTEN – STEEL||35 x 70 x 3000mm|
|HORIZONTAL BACKING STRIP||1190mm|
|CAVITY VENT STRIP||uPVC|
|19 x 2700mm|
|SEALANT||Sika 11FC or similar|
DURABATTEN TO FRAME
DURABATTEN TIMBER TO STEEL FRAME
Builders Class 3, 8 x 35mm Wingtek Self Embedding Head Screw, 8 x 40mm Wingtek Self Embedding Head Screw.
DURABATTEN STEEL TO STEEL FRAME
Class 3 Hex Head Screw, 12-14 x 20mm
DURABATTEN TIMBER TO TIMBER FRAME
Class 3 Corrosion resistant Ring shank nail – 2.8 x 65mm
DURAGRID TO DURABATTEN STEEL
No.8 x 30mm Countersunk self drilling
DURAGRID DURABATTEN TIMBER
C25 304 Stainless Steel Brads
2.8 x 30mm Fibre Cement nail
8 x 10 x 25mm Class 3 Countersunk wood screw
Select fasteners with suitable durability for the prevailing conditions. Please consult your supplier for:
- Minimum requirements Class 3
- Stainless steel may be required in some applications
All screw holes must be filled with an epoxy sealer such as Megapoxy P1, Hilti CA125 or Hilti CA273 and sanded flush to provide a flat surface for finish coating.
When using screws to fasten Duragrid, pre countersinking is required so that the fastener is 2mm under the sheet surface for filling with Epoxy filler.
The designer should determine the wind pressure for the project and specify the layout, pacing and fixing of the Durabatten to the structure.
The deflection of the supporting structure should be limited span/250 for Serviceability Wind Load, or as limited by AS/NZS1170.
In areas where there is a probability of wind loading, care should be taken in the design detailing, especially around all openings, corners and other junctions, to ensure the weather resistance of the total system.
Before the Duragrid panels and the supporting substructure is installed and fixed, particular care should be taken that all flashing and waterproofing work is complete, including all vapour permeable building wraps and damp proof coursing.
In many cases, control joints will not be required as typical expressed joints permit some differential movement of the Duragrid panels and the sub-framing.
It is recommended that the designer consider the need for control joints in the following cases:
- At a change in the structural substrate; eg masonry to steel framing.
- Where Duragrid crosses a building control joint.
- Where there is likelihood of movement in the sub-framing.
- Continuous lengths greater than 8 metres in length
Structural movement vertical and horizontal control joints are required to match existing structural control joints and should pass through the facade.
Maintain a minimum 150mm clearance to earth or as required by local building regulations. See Foundation detail below.
Where it is necessary to cut sheets, cutting tools should have a dust extraction system.
Cut edges must be sealed with BGC Edge Sealer or an acrylic coating to eliminate moisture absorption.
A saw blade such as BGC Durablade with a poly crystalline diamond tip specifically designed to cut fibre cement sheets is recommended.
Ensure work area is well ventilated and wear an approved dust mask (AS/NZS1715 and AS/NZS1716) and safety glasses (AS/NZS1337).
BACKING STRIP INSTALLATION & SEALING
At the horizontal joints between the Duragrid panels, the Horizontal Backing Strip should be bonded to the back of the Duragrid panel to form a socket to which the Duragrid panels above are fixed over.
Set the backing strip 2mm from the edge of the Duragrid panel. Seal the cut edge with BGC Edge Sealer.
The backing strip can be fixed using:
- SIKA 11FC. Ensure that the sealant has cured fully before panel installation
- 3m 12.7mm VHB4901 double sided tape.
The contact surfaces to be cleaned with 3M HIPA 300 Adhesive cleaner.
NOTE: SIKA 11FC is the preferred option for fixing the backing strip.
NOTE: Ensure the sealant fills the void in the back of the Horizontal Backing Strip to prevent moisture ingress.
SEALANT (Preferred Option for Optimal Adhesion and Sealing ) – FRONT VIEW
BACKING STRIP TAPE – FRONT VIEW
BACKING STRIP SEALANT – REAR VIEW
FASTENER SPACING – LIGHT COMMERCIAL
FIXING FIBRE CEMENT SHEET CLADDING TO STEEL BATTENS
Fix cladding to steel batten via a continuous 6mm bead of SIKAFLEX 11FC polyurethane sealant/adhesive to all contact surfaces and Nº 6 fibre zip screws (or equivalent, or better)
along all support edges, refer to Duragrid design table for maximum fixing centres.
FIXING STEEL BATTENS TO STEEL WALL FRAMES
Steel battens to be 0.75mm BMT and grade 300 steel:
N1-N3, C1: TH19x70x0.75 batten
C2-C3: TH35 x70x0.75 batten
Steel battens can only be installed OFF stud (batten fixed to noggin) due to the profile of the steel batten.
Maximum batten span, (i.e. noggin spacing), is to be as per Duragrid design tables.
Batten spans (i.e. noggin spacing) should be approximately equal (within 25%)
Fix steel batten to steel wall frames with:
N1-N3: (max 1.215kN pullout load)
Fix steel battens to noggins with: 2Nº 8-18 x 20mm tek screws.
C1-C2: (max 1.81kN pullout load)
Fix steel battens to noggins with: 2Nº 8-18 x 20mm tek screws.
Alternatively, steel battens may be fixed to timber wall frames by substituting 8- 18 x 20mm tek screws with 8-15 x 40mm screws.
FIXING STEEL NOGGINS TO STEEL STUDS
Where noggins support battens, noggins must be securely fixed to studs.
Noggins should not span more than 600mm
Noggins to be fixed to studs via one of the following:
-Minimum 30mm weld each end, evenly spread over both sides of stud.
-2Nº 6 x 20 wafer head tek screws each end of noggin.
-2Nº Henrob rivets or equivalent each end of noggin.
All calculations include full internal pressurization as per AS4055.
Stack bond (no overlap)
Deflection of battens limited to a maximum of span / 200
All steel framed walls to be constructed to relevant standard.
BATTEN SPAN/WIND PRESSURE LOAD
|AS4055 Wind ClassificatioN||Stud & Durabatten spacing (mm)||TH19x70x0.75 Batten span (max)||TH35x70x0.75 Batten span (max)||Duragrid Fixing Centres|
|N1, N2, N3||600||900||900||200|
Ensure that the frame is square and work from a central datum line. The frame must be straight and true to provide a flush face to receive the panels.
BGC recommend a maximum tolerance of 3mm-4mm in any 3000mm length of frame. Duragrid will not straighten excessively warped or distorted frames and any warping may still be visible after Duragrid is applied. Warped framing will require remedial action.
The steel Durabatten should be fixed off stud – Refer to Span Table 1. Off stud fixing is restricted to low wind areas and noggings are required at maximum 800mm centres – Refer to span tables in all instances.
The vertical expressed joins must coincide with the centre line of the Durabatten. Stud centres may have to be designed to facilitate express joins.
Use of steel frame must be in accordance with AS3623 – Domestic metal framing and the framing manufacturers’ specifications.
Framing members must have a Base Metal Thickness (BMT) between 0.55 to 1.6mm. The steel framing must have the appropriate level of durability required to prevent corrosion.
Stud framing members must be a minimum of 64x35mm.
Can only be fixed off stud. Refer to Table 1 for stud/batten fastener spacings. Note: Off stud max span (noggin spacing) 800mm centres.
The architectural intent and details of buildings vary from one designer to the next, and the variety of details would be impossible to catalogue.
The detail diagrams following are intended to assist the designer in achieving a high quality weather resistant facade.
The designer should not digress from the specification set out in this manual.
PANEL POSITION – FRONT VIEW
Use the backing strip as a temporary gauge to space the vertical joint of successive boards ensuring a uniform 10mm space between successive panels. Use the backing strip to space vertical panel joints.
Duragrid panels are to be fixed with a continuous 6mm bead of SIKA 11FC or similar polyurethane sealant/adhesive to all contact surfaces with required fasteners at specific centres. Duragrid panels should be sealed and fixed 1 panel at a time. Only apply sealant to the contact surfaces of the next panel to be fixed.
PENETRATIONS, WINDOW & DOOR OPENINGS
There are numerous varieties of penetrations, openings, and windows and door treatments available, and each weather proofing detail will be dependent on the material, style and manufacturer’s specifications.
Adequate weather proofing of the opening application must be considered by the building designer, in conjunction with the penetration, window and door manufacturer.
The following diagrams below are a guide only and the designer should consult with the appropriate manufacturers for the detail design to ensure adequate weather proofing.
PENETRATIONS, WINDOW & DOOR OPENINGS
Thermal breaks are required for steel framed buildings, in walls enclosing habitable and or usable spaces. Careful consideration of thermal heat transfer and the position of thermal breaks need to be addressed by the architects, engineers and building designers.