Boss Linked Tower with Bridge Platform Instruction Manual page 14

2 Building the Tower
Assembly Variations
This section lists the permitted component variation from the Quantity Schedule.
Note: These substitutions must be made before assembly.
Bridge Platforms
1.8m or 2.5m platforms may
be substituted for the 3.2m
platforms.
The load limit for area C x Z is
reduced to 312kg for the 1.8m
platforms and 440kg for the 2.5m
platforms (see safe working load
information on page 14).
Appropriate guardrails and plan brace must be used.
Facade Runs
The structure may be extended to
the number of bays required, in any
combination of towers and bridge lengths.
Bases are identical for all towers. End
frames at the working height will vary
depending on the position of the tower in
the facade as shown.
Note: The End frame gates must be
offset to allow fitting the platforms.
Stabilisers
Stabilisers with Universal
Clamps may be substituted:
Castors
Other Castor sizes and types
may be substituted:
12
Component
Code
30151100 Fixed Platform 1.8m
31251300 Horizontal Brace 1.8m
60410300 Plan Brace 2.31m
30251100 Fixed Platform 2.5m
34851300 Horizontal Brace 2.5m
60420300 Plan Brace 2.89m
Component
Code
31751400
31851400
Component
Code
31842300 Diameter 150mm (Tyred)
32942300
31942300 Diameter 200mm (Tyred)
BoSS Linked Tower
Description
Description
SP7
SP10
Description
Diameter 200mm
Instruction Manual
Weight
(kg)
11.8
2.0
2.7
16.0
2.4
3.1
Weight
(kg)
4.0
9.0
Weight
(kg)
3.2
3.9
3.9