1. art and entertainment
2. visual art and design
3. design

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BALUSTRADE PRODUCER
STATEMENT
Specifically prepared on:
27th May 2011
For the following project;
Project:
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Residence for M/M Arnold & Freda McGaffy
SPECIFIERS NAME
ABC Architecture
07 850 9464
07 850 9465
abcarchitecture@unex.co.nz
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Company:
Phone:
Fax:
E-mail:
CLIENT DETAILS
Name:
Phone:
Fax:
E-mail:
M/M Arnold & Freda McGaffy
09 987 6543
09 987 6542
afmcgaffy@vodafone.co.nz
Specifications subject to change without notice
phone 0800 333 777
|
© Unex Systems
27th May 2011
Residence for M/M Arnold & Freda McGaffy
42 Medvale Avenue, Otara, Auckland
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Lot 2 - DP 10037
External Balustrading to first floor balcony
Arena page 3.131.1, Arena page 4.111.5, Arena page 5.131.1, Arena page 2.9.3
STYLE
SPECIFICATIONS
ISSUE NO. 10 | PAGE 3.131.1
'METROPOLIS' (AZM MECHANICAL) - STYLE SPECIFICATION 3.131.1
This specification is for the ARENA ‘METROPOLIS’ (MECHANICAL) Style using the AZM channel.
(1) Glass shall be GRADE A SAFETY GLASS, TOUGHENED in accordance with AS/NZS2208, with a minimum
thickness as determined from Table below. Glass shall be supported and glazed in accordance with NZS4223.
All exposed edges to be flat polished.
(2) Further details on manufaccture and installation are given in other Chapters of this manual: Chapter 4
- Fixing details and spacing, Chapter 5 - General specification, Chapter 6 - Vertical dimensions, Chapter
7 - Corner connection for top rail, Chapter 9 - Installation instructions.
(3) Each AGM2 clamping unit requires a slotted cut out of the glass to accommodate the top bolt in the unit.
Refer also to Chapter 7 for further details on the requirements for using these units and also to Chapter
9 for the set out and spacing of the units for each glass pane.
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(3) Top rail ends must be securely attached to walls or end posts. Where this is not possible, the glass thickness
and Clamping Set Centres of end panes must be as per the equivalent ‘Panorama’ style.
The balustrade shall be fabricated from the
following items:
TOP RAIL: ART / PZT.
HEIGHT ‘H’
TOUGHENED GLASS PANELS. See Table Below.
GLAZING CHANNEL: AZM.
COVER: AVM.
CLAMPING UNITS: AGM2.
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SUBSTRATE LEVEL
(as defined by the
Fixing Specification)
MINIMUM TOUGHENED GLASS THICKNESS (Millimetres) & CLAMP CENTRES
Description
(Note 2)
(Note 4)
Minimum Glass
Thickness
1
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1.0
Line No.
HEIGHT
LOADING CLASS
1.1
1.2
Maximum Clamping
Set Centres
2
Minimum Glass
Thickness
3
Maximum Clamping
Set Centres
4
Minimum Glass
Thickness
5
Maximum Clamping
Set Centres
6
A1
(Note 1)
R
A2
Design Wind Speed (Note 3)
M
H
VH
50 52 54 56 58 60 62 64 N/A 38 40 42 44 46 48 50 52 54 56
Design Wind Speed (Note 3)
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
phone 0800 333 777
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© Unex Systems
12
400 400 400 400 350 350 300 300 600 600 600 600 600 600 550 500 450 450 400
12
12
12
12
12
15
15
350 350 350 350 300 240 225
15
15
15
15
15
275 275 250 225 225
-
-
-
-
-
-
-
-
12
12
12
12
12
12
12
12
12
12
12
600 600 600 600 550 500 450 400 400 350 350
12
12
12
12
500 500 500 500
12
12
12
15
15
15
15
450 400 400 275 275 250 225
(1) LOADING CLASS: Refer to Page 2.9.3 of this MANUAL for the scope of the Loading Class designations.
(2) HEIGHT 'H': is the overall height of the balustrade above the substrate level shown. Interpolate for Heights between those shown.
(3) DESIGN WIND SPEED: in m/s, Refer to Pages 3.8.1 to 3.8.6 for details of applicable wind codes and the methods for determining the Design Wind
Speed for any particular site.
(4) CLAMPING SET CENTRES: Figures given are the maximum spacing in mm. Refer to Chapter 9 for method of determining actual spacing required.
Specifications subject to change without notice
12
FIXING
SPECIFICATIONS
ISSUE NO. 10.1 | PAGE 4.111.5
AZM, CONCRETE TOP MOUNTING - SPECIFICATION 4.111.5
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This specification is for fixing ARENA BALUSTRADES, ‘PANORAMA’ & ‘METROPOLIS’ (MECHANICAL) Styles to
concrete substrates using the AZM channel. A separate specification must be referred to for the required
balustrade style, (Refer to Chapter 3 of the ARENA MANUAL). Also refer to applicable notes on Page 4.100.1.
(1) For details of approved fasteners refer to
General Notes on Page 4.30.1 note 3 and
note 6.
AZM GLAZING CHANNEL,
(2) Washers to be fitted under all stud nuts as
AVM COVER &
follows
AGM1 CLAMPS
For 8mm studs - 22mm O.D. S/S washer
(Part No. FW8-22) with a polymer washer
(Part No. FWP8-22G) between the S/S
FASTENERS AS PER
TABLE BELOW
and the aluminium.
For 10mm studs - 21mm O.D. S/S washer
(Part
No. FW10-21) with a polymer
SUBSTRATE LEVEL
24mm
washer
(Part No. FWP10-22G) between
=
MAX
t= p
the S/S and the aluminium.
topping
(3) A level and uniform surface must be provided
thickness
beneath the Glazing Channel. The Glazing
MINIMUM
Channel is not recommended to be installed
DEPTH OF d
EMBEDMENT
over tiles.
(4) For fixing AZM channel to infill concrete in
masonry bond beams, increase minimum
35mm
edge distance (e) to 70mm and increase stud
MIN
embedment depth (d) by 15mm per fixing.
i.e.
for FE8 studs d = 95mm
REINFORCED
for FE10 studs d = 105mm
e=
CONCRETE SLAB
(5) Fabrication and Installation are to be in
accordance with the relevant requirements
of the NZ Building Code, the ASSEMBLY
SPECIFICATIONS in Chapter 5, the INSTALLATION INSTRUCTIONS in Chapter 9, and other
applicable portions of the current ARENA
FABRICATORS MANUAL.
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60mm MIN
(6) SUBSTRATE design, including waterproofing, structural adequacy of the slab and reinforcing, is beyond
the scope of this specification. Concrete shall have a minimum 28 day Compressive Strength of 20MPa
(as required for substrate design).
(Note 3)
Fastener
- Qty and Type
(Note 2)
1.0
1.1
1.2
(1)
(2)
(3)
(4)
'd'
(See
diagram)
Line No.
Height
Pr
MAXIMUM SPACING OF FASTENERS (mm)
LOADING CLASS (Note 1)
A1
A2
R
Design Wind Speed (Note 4)
M
H
VH
50 52 54 56 58 60 62 64 N/A 38 40 42 44 46 48 50 52 54 56
Design Wind Speed (Note 4)
1 x FE8
80
1
400 400 400 400 350 350
1 x FE10
90
2
500 500 500 500 450 450
-
-
500 500 500 500 500 500 500 500 500 500 500
1 x FE8
80
3
350 350 350 300
-
-
500 500 500 500 500 500 450 400 350 350 300
1 x FE10
90
4
450 450 450 400
-
-
-
-
500 500 500 500 500 500 500 500 500 450 400
1 x FE8
80
5
300 300 300
-
-
-
-
-
500 500 500 500 450 400 350 350 300 300
-
1 x FE10
90
6
400 400 400
-
-
-
-
-
500 500 500 500 500 500 500 450 400 400
-
-
-
-
-
500 500 500 500 500 500 500 500 450 400 400
LOADING CLASS: Refer to Page 2.9.3 of this MANUAL for the scope of the Loading Class designations.
FASTENERS: Refer to Page 4.30.1 note 3 for general details.
HEIGHT 'H': is the overall height of the balustrade above the substrate level shown. Interpolate for Heights between those shown.
DESIGN WIND SPEED: in m/s, Refer to Pages 3.8.1 to 3.8.6 for details of applicable wind codes and the methods for determining the Design Wind
Speed for any particular site.
Specifications subject to change without notice
phone 0800 333 777
|
© Unex Systems
ASSEMBLY
SPECIFICATIONS
ISSUE NO. 10 | PAGE 5.131.1
‘METROPOLIS’ (MECHANICAL), AZM CHANNEL - ASSEMBLY SPECIFICATION
Refer elsewhere for corners, slopes and other
situations not illustrated here. See also the
INSTALLATION GUIDE in Chapter 9.
#ART OUTER TOP RAIL.
#FS4-4B RIVETS. 1 pair at 1000mm maximum
centres between. Drill size = 3.3mm Ø.
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#PZT GLAZING INNER TOP RAIL. Silicone bond to
top edge of glass. Note: A Top Rail is recommended to prevent glass breakage, by protecting
the top edge from being struck by hard objects,
especially for Public applications.
#SWL12 WEDGE GASKET on both sides of 12mm
#SWL10 for 10mm, or #SWL15 for 15mm glass.
#SBC SETTING BLOCKS at 500mm centres to
separate the top rail from the glass and prevent
over-compression of the bonding silicone during
rail placement.
TOUGHENED GLASS PANELS of appropriate
thickness, refer to the Style Specification. All
exposed edges to be Flat Polished.
SLOTTED CUT-OUT in glass is required at each
#AGM2 clamping unit. Refer to page 7.61.3.
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FIXINGS (not shown) Refer to Fixing Specificaion
for positions.
#AGM2 CLAMPING UNITS (partly shown) are
required to clamp the glass to the #AZM channel.
These clamps allow some adjustment to the
verticality of the glass infill. Refer to pages
7.61.1 and 7.61.2.
WEDGE Use #SWL6 for 10mm glass, and #SRE
for 12mm glass. (No wedge for 15mm glass).
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#SRE RETAINED GASKET to the #AZM CHANNEL.
Must be slid into channel prior to assembly.
#SBA SETTING BLOCKS (not shown). One block
at each end of every glass panel.
#ANM CONNECTORS are required to connect the
#AVM cover to the #AZM channel. These connectors are required at approximately 750mm spacing. Refer to page 7.63.1.
#AZM GLAZING CHANNEL to be continuous
wherever practical. Joins should align with glass
panel joins wherever the substrate is not
perfectly rigid. Joins shall be tightly butted
together.
#AVM COVER is to be connected to the #AZM
channel using the #ANM connectors.
Specifications subject to change without notice
phone 0800 333 777
|
© Unex Systems
SPECIFIERS
GUIDE
ISSUE NO. 10 | PAGE 2.9.3
NZ BUILDING CODE COMPLIANCE (CONTINUED)
CLAUSE B1, STRUCTURES CONTINUED
Human Impact Loads Continued
APPLICABLE LOADLOADING CLASS
ING STANDARD
SPECIFIC USES
Domestic and Residential
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All areas except those
included under A2
OCCUPANCY FOR PART OF
BUILDING
A1
Areas not susceptible to
overcrowding in office and Offices, storage and
institutitutional buildings, work areas not included
also industrial and storage elsewhere (see note 1)
buildings.
Areas where people may
Stairs, landings, external congregate that are withbalconies, edges of roofs out obstacles for moving
people and not susceptible
etc.
to overcrowding.
AS/NZS 1170:2002
A2
All areas within or serving
exclusively one dwelling
including stairs, landings
Domestic and Residential
etc. but excluding external
balconies and edges of
roofs.
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Fixed platforms, walkways Offices, storage and
and stairways for access work areas not included
only (see note 2)
elsewhere (see note 1)
NZS 4203:1992
R
(see note 3)
Excludes Public areas of
Residential
Residential buildings
Note 1: Areas “included elsewhere” include; areas where people may congregate with fixed
tables or fixed seating or susceptible to overcrowding, retail areas, cinemas, grandstands,
bars, discotheques, auditoria, shopping malls, assembly areas, studios etc. Specificatons for
these areas are not included in this manual.
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Note 2: For access to/and safe working areas at places normally used by operating, inspection, maintenance and servicing personnel.
Note 3: Loading Class R may be used for buildings as stated where the building consent
application is lodged on or before the 30th November 2008 (unless Territorial Authorities
advise otherwise). For consent applications subsequent to the 30th November 2008 Classes
A1 and A2 will apply.
(continued on following Page)
Specifications subject to change without notice
phone 0800 333 777
|
© Unex Systems
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Unex Systems balustrade products are
distributed throughout New Zealand via a
network of companies that specialize in the
fabrication and installation of these products.
The role of the fabricator is to quote, site
measure, fabricate and install the product.
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Contact Unex Systems on 0800 333 777 or email
info@unex.co.nz for the contact details of a
fabricator in the region of this project.
Specifications subject to change without notice
phone 0800 333 777
|
© Unex Systems