BALUSTRADE
TECHNICAL SPECIFICATIONS
POSTS
50 x 50 mm structural grade 6082 T6 Aluminium
with high magnesium content with integrated glazing pockets and
exclusive 'Spider Web Core. Posts may be 180º, 90º or
single glazed rebate endpost as required in the design configuration.
POST FIXINGS
Directly fixed to substrate without base plates
or friction fixings. Base plates or any form of indirect fixing
is noncompliant. Site fixing options may include core hole or face
fixing,direct M16 Stainless Steel all thread bar secured by Chemical
Anchor, proprietary offset edge fixed system (in compliance with
D2.16 (g) (ii) (A) or embedment such as core hole.
HANDRAIL
The selected top rail is to be INSERT as manufactured
by Shutters R Us Franchising Systems (Aust) Pty Ltd or approved contractor (02) 9381 2800 Fax:
02 93172735 or Email info@millenniumbalustrades.com.au
The handrail is discreetly fixed to the post via proprietary designed
corner stake. There are no visible fixings.
BOTTOM RAIL
The selected bottom rail is to be (INSERT) rectangular
or bevelled edged
model, which complies with the foothold criteria of the BCA climbability
clause D2.16 (g) (ii) (A) and is able to be secured on the edge
of the hob. Bottom rail measures 37 x 28 mm with integrated glazing
pocket and is to be fixed hard to structural slab or hob substract..
Alternatively the straight rectangular bottom rail 37 x 28 mm may
be specified.
PERFORMANCE
The structural integrity of the balustrade
must conform to BCA 1170.1 and 1170.2 AS/NZS 1170.1:2002 Structural
design actions - Permanent, imposed and other actions and supplement
- Commentary AS/NZS 1170.2 Supp 1:2002 Structural design actions
- Wind actions - Commentary (c) The "Climbability Clause"
restrictions D2.16 (g) (ii) (B) of BCA.
PDF and CAD Architecturals and Graphics are available
by email request or mail out hard copy. Certification of compliance
from Manufacturer to be submitted at tender. This specification
to be read in conjunction with:
AS 1231 (Anodized Coatings)
20 micron minimum required for unspecified use
25micron required for marine environment
AS 3715-1989 (Powder Coating)
7 year limited Applicator Warranty standard
10 year High Durability Warranty (optional)
AS 1926.1-1993 (Fencing for Swimming Pools)
AS 1926.2-1995 (Swimming Pool Safety)
AS 1170.1-1989 (SAA Loading Code)
AS 1992 (Swimming Pools Act)
AS 1170.2-1989 (SAA Loading Code)
AS 1288- 1989 Selection and Installation
1994 (5.14 Glass in Buildings) Draft revision currently
tabled (1/06/02)
AS 1874-1988 (Alloys & Castings)
(Light gauge aluminium, low Magnesium content and
unapproved welded systems will not comply)
AS 1428 (Access and Mobility)
WARNING
CONFORMING STANDARDS
Beware of non-conforming Balustrades deficient
by way of one or more of the following:
- Indirect base plate fixing methods including Dyna bolt equivalent
- Light Gauge Aluminium sections (AS 1170)
- Non-mating hybrid designs
- Low Magnesium and non-structural Alloys 1874-1988 (Aluminium
Alloys)
- Ferrous (steel) integrated parts which will cause cathodic
corrosion
- Unprocessed laminated glass prone to delaminate especially
if balustrade has exposed side fixing
- Unstamped float glass in lieu of certified toughened glass.(AS
1288)
- Untested 2 part post (split post systems)structures (AS 1170)
- Uncertified pre treated Powder Coat procedure (AS 3715).
Indirect base plate fixings will not meet the
new code requirment due to the very concept that they rely on a
sleeve or a spreading mechanism, or in some cases just a through
bolt connecting a welded T base plate to a SHS. The code (Structural
design actions - Permanent, imposed and other actions and supplement
- Commentary AS/NZS 1170.2 Supp 1:2002) multiplied the
force criteria by nearly 4 x factor. How then could it be expected
that an indirect base plate connection satisfy any specifier's concious?
We see it time and again on new works (post Sept 2002) where this
type of installation is being done. You are legally responsible
for making such a decision.
Note:
There are harsh penalties enforceable on an Architect,
Engineer, Builder and the Foreman/ Project Manager if it is proven
that they were advised or should be aware of the compliance requirements
of the code and that they did not investigate the legitamacy of
a tenderers claim of compliance.
Nowadays a new design drawn up by an Architect
who wants a certain look must be put to prototype manufacture and
then be tested for structural integrity using the same installation
practice and procedure as that specified on site. Unscupulous contractors
may manipulate the tests, use a higher grade material or build internal
strenghening to pass.
You must choose a high integrity balustrade that
meets the code and satisfies your conscience..., people could die
as a result of the decision you make on behalf of your Company to
save a few dollars.
The Millenium Balustrade Aluminium Post for example
weighs 2.45KG per metre, compare that to a standard square post
of a lower Alloy Grade of similar 50 x 50 size weighs 1.29 KG and
has not tensile properties nor is their any integrated fixing method
of attaching top rails, glass or bottom rails.
Glass patches will not satisfy the point load requiremnt
test intended to emulate impact of a person coming in contatct with
the balustrade. Would you feel safe to see your children playing
at the balcony edge of a 10 storey apartment with 4 small 70 x 70
mm clamps holding a piece of glass as the only means of fall arrest?
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