bocci 16.40 Gebruikershandleiding - Pagina 2
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Pagina afdrukkenLOAD SUMMARY &
DESIGN CRITERIA
PENDANTS:
MAX UNFACTORED WIND SPEED:
MAX UNFACTORED SNOW / ICE LOAD:
UNFACTORED SEISMIC LOAD:
FACTORED DESIGN LOAD FOR BASE CONNECTION:
4 - 6mm thick
gusset plates
1
Installation of these trees is involved and Bocci recommends a structural consultant to assess the suitability & implications
of the environment it is to be installed in, in relation to climatic based forces to which it was designed. Installation requires
anchoring into either an existing structural slab, or a newly built foundation, to the specifications of the design drawings
including appropriate drainage if exposed to water and remotely mounted LED drivers.
Anchoring of these trees is critical and it is imperitive that the assembly drawings are followed. However the foundation and
fixing of anchors to the foundation are the responsibility of the client. Drawings are provided only to provide a general idea
of what is involved in installation for early design phase development. The trees are design for the load assumptions above
and thus should not be installed in a location where any of the above design forces are to be surpassed. Neglecting the
design forces may lead to failure of the structure. Where installation sites have climatic data providing forces less than those
mentioned above, the design of a suitable foundation is to be provided by aforementioned structural engineer.
The modular trees will deflect under wind loading. All modular tree components should be kept at least 600mm away from
any other object, so as to allow space for the tree to deflect without coming into contact with other objects and causing
damage to the object.
For our purposes, and due to specific site constraints that will guide the preparation of the site, the installation instructions
begin with the anchors already installed.
16.40
INSTALLATION INSTRUCTIONS
DL: 23N (5.3lbs)
21 m/s
6 N /pendant
1215N HORZONTAL @ 4700mm ABOVE BASE CONNECTION
Mf: 6 kN*m Vf: 1 kN
270mm diameter stainless steel
cover plate
250mm diameter x 19mm thick
304 Stainless steel base plate
50mm diameter hole in base
plate for wiring and drainage
76
centered under tubes.
Line of water
drainage
and wire
tray below
180
250
Stainless steel
cover plate
Non-shrink grout
Double nut for levelling
Plate sloped to provide
water drainage
Ensure space left
for cables
min. 19mm
The foundation
Structural anchors
drawings are meant
only to provide a
Concrete
general idea of
what is involved in
Rebar
installation and a
structural engineer
must specify a
suitable foundation
using the load
summary and design
criteria provided
above.
Cast-in anchors (shown above)
4 - 19mm anchor bolts
with nut and washer at the ends
Post-installed anchors
4 - 19mm A325 threaded rods
Drill and epoxied with Hilti RE-500
into existing structural slab
© 2016, Bocci Design and Manufacturing Inc. All rights reserved. Any inquiries should be directed to: [email protected].
Finish floor height
aligns with top of
cap with 3mm
reveal around