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XenoROL®

MULTI-LEVEL XENOROL® SUPPORT

To mount XenoROL to multiple level supports, bolt
two V-brackets and two spacer channels to each
horizontal crossmember. Measure from the floor to
the top of the spacer channels, set the crossmember
to the desired elevation minus the distance from the
bottom of the frame to the top of the rollers. Tighten
the bolts only enough to hold the crossmember in
place.

Set up two multiple deck supports and, starting with
the lowest line, bolt the ends of a frame to the
spacer channels. On the end beds, install one
support completely on the frame so that the center
of the upright is 6" from the end of the frame. All
intermediate supports are installed and centered on
the joint.

After three supports and beds are installed, make
final elevation adjustments and level the beds
lengthwise and side-to-side. Securely tighten the
crossmember bolts. Continue for the length of the
conveyor.

Note: Flat strap across joint is required when spacer
channel is not used.

METHODS FOR ANCHORING CEILING HANGERS

Open Building Steel

The following references are from the American
Institute for Steel Construction manual (AISC).

Welding

of auxiliary steel (stringers or headers) to

building steel is prohibited.

Drilling

and bolting to building steel is not

recommended and will be done only with the
customer's written permission.

Clamping

of stringers or headers to building trusses

will normally be done only at panel points. Specific
customer permission and load calculations by a
qualified engineer are necessary to safely clamp
between panel points.

Headers

when used for short spans, such as

between roof purlins, will be securely clamped to
building steel. Stringers, when used between
headers, may be welded or bolted to the headers
directly or with suitable angle clips.

Concrete Ceilings:

Accomplish anchoring by drilling

into the concrete ceiling and inserting suitable
anchor bolts. The hole diameter and depth must be
in accordance with the lag bolt manufacturer's
instructions.

Anchor each hanger with four bolts (two per upright)
minimum size 1/2" diameter. Consult your
distributor or structural engineer to determine your
needs.

For heavier concentrated loads like drives or points
where movement or vibration can occur, use 5/8"
diameter through bolts with backup plates. If this is
not permissible or possible, then header steel must
be installed using several anchor bolts to spread the
load.

Wood Joists/Beams:

Hangers may be attached

directly to the joists providing the load rating of the
building will permit. Attach hangers to the vertical
side of the joist in two places, one above the other,
on each hanger upright. Anchoring is accomplished
by drilling through the joist in the upper position and
using a 1/2" diameter through bolt with a backup
plate or heavy washer. A 1/2" diameter lag screw
may be used in the lower position.

When a header is required to support the load, it
must bridge across two or more joists. This header
will be attached to each joist in the manner specified
in paragraph above. Hanger uprights should then
be bolted or welded securely to the headers.
Consult a structural engineer to determine which
method should be used for your load requirements

Concrete/Masonry Walls:

Equipment may be

supported from concrete walls through use of
suitable bolts and anchors or by bolting through the
wall if the condition of the wall or load dictates it. A
1/2" diameter through bolt should be used with a
backing plate.

WARNING

Do not use explosive type anchors

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