J1
Pub. 15310003 Rev. 3 - JUNE 2014
6 1 0 S E R I E S B U M P E R
Table of Contents
File Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . .J1
General Precautions . . . . . . . . . . . . . . . . . . . . . . . . .J1
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .J1
Illustrations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .J1
Installation Instructions . . . . . . . . . . . . . . . . . . . . . . .J1
610 Series Bumper . . . . . . . . . . . . . . . . . . . . . . . .J1
File Information
Document Name:
15310002
Date Last Revised:
06/30/14
Revision:
3
General Precautions
Introduction
The following installation instructions are complete
for all applications of the gutter option that are
normally available. Any application of the gutter option
that is outside of normal application guidelines, should
be referred to Order Engineering for installation
instructions. These instructions also assume that the
installer is outside the building facing the loading dock
position.
Illustrations
Illustrations for this document are contained on drawing
#1531-0003
Installation: 610 Bumper
These instructions illustrate how to install a 610 Series
bumper under a 610 Series Side Frame.
1. Bumper should be mounted to the foundation wall.
2. Position bumpers so that they are centered with the
side frames, and located 1” - 2” below dock level.
(See Figure 1)
3. Fasten the bumpers to the building's foundation
wall using a minimum of (4) fasteners per bumper.
Use 1/2" lag bolts with expansion shields, 1/2" one
piece anchor bolts with expansion collar, or
equivalent fastener. Refer to anchor
manufacturer's recommended minimum anchor
embedment to determine proper anchor length.
4. Install one bumper per side frame.
Fastening Methods
Concrete Block or Brick Wall
Through bolt fastening is required. Bore a hole
through the building wall. Use a 3/8" diameter
threaded rod with a washer, nut and jam nut on
each end - it may be necessary to install a back-up
plate inside the building wall when the wall will not
support the bolt.
Concrete Tilt-Up Walls (Precast)
Use a 3/8" lag bolt with expansion shields, 3/8" one
piece anchor bolts with expansion collar, or
equivalent fastener. If building wall is too thin to
effectively hold the lag bolt or anchor bolt, the
through bolt method of attachment is required.
* See anchor manufacturer’s recommendation for
minimum anchor embedment to determine
appropriate anchor length.
Metal Side Building
Through bolt method of attachment is required for
this building style. It will be necessary to install a
back-up plate that is fastened directly to structural
members when it is not possible to fasten directly to
structural building members. Use a 3/8" diameter
bolt with a washer and lock nut to fasten the unit to
the structural members of the building or to the
back-up plates. If necessary, use a 3/8" diameter
threaded rod with a washer and lock nut on each
end.
FIGURE 1
WARNING
Post safety warning and
barricade work area, at dock level
and ground level to prevent
unauthorized use of the dock
position while service work is
being performed.
Summary of Contents for ELIMINATOR II 610 Series
Page 12: ...610 SERIES SIDE FRAME D5 Pub 56560007 Rev 4 JUNE 2014 FIGURE 5 FIGURE 6 FIGURE 7...
Page 27: ...610 C STYLE CURTAIN OPERATION OF PULL ROPES Pub 28610002 Rev 2 JUNE 2014 G4 FIGURE 5...
Page 38: ...38 Pub ECII 610 Rev 11 September 2015 ELIMINATORTM II COMBOSHELTERTM II 610 SERIES NOTES...
Page 39: ...Pub ECII 610 Rev 11 September 2015 39 ELIMINATORTM II COMBOSHELTERTM II 610 SERIES NOTES...
