ICC ESR-1545 for HSL-3 Heavy Duty Expansion Anchors

ESR-1545
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Most Widely Accepted and Trusted Page 5 of 14
5.8 Prior to installation, calculations and details
demonstrating compliance with this report must be
submitted to the code official. The calculations and
details must be prepared by a registered design
professional where required by the statues of the
jurisdiction in which the project is to be constructed.
5.9 Since an ICC-ES acceptance criteria for evaluating
data to determine the performance of expansion
anchors subjected to fatigue or shock loading is
unavailable at this time, the use of these anchors
under such conditions is beyond the scope of this
report.
5.10 Anchors may be installed in regions of concrete
where cracking has occurred or where analysis
indicates cracking may occur (f
t
> f
r
), subject to the
conditions of this report.
5.11 Anchors may be used to resist short-term loading due
to wind or seismic forces, subject to the conditions of
this report.
5.12 Where not otherwise prohibited in the code, anchors
are permitted for use with fire-resistance-rated
construction provided that at least one of the following
conditions is fulfilled:
 Anchors are used to resist wind or seismic forces
only.
 Anchors that support a fire-resistance-rated
envelope or a fire-resistance-rated membrane, are
protected by approved fire-resistance-rated
materials, or have been evaluated for resistance to
fire exposure in accordance with recognized
standards.
 Anchors are used to support nonstructural
elements.
5.13 Use of zinc-coated carbon steel anchors is limited to
dry, interior locations.
5.14 Special inspection must be provided in accordance
with Section 4.4 of this report.
5.15 Anchors are manufactured for Hilti, Inc., under an
approved quality control program with inspections by
ICC-ES.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC-ES Acceptance Criteria
for Mechanical Anchors in Concrete Elements (AC193),
dated October 2017, which incorporates requirements in
ACI 355.2-07 / ACI 355.2-04, for use in cracked and
uncracked concrete; and quality control documentation.
7.0 IDENTIFICATION
7.1 The anchors are identified by packaging labeled with
the evaluation report holder’s name (Hilti, Inc.) and
address, anchor name, anchor size, evaluation report
number (ESR-1545). The anchors have the letters
HSL-3 or HSL-3-R and the anchor size embossed on
the sleeve.
7.2 The report holder’s contact information is as follows:
HILTI, INC.
7250 DALLAS PARKWAY, SUITE 1000
PLANO, TEXAS 75024
[phone]
www. hilti.com
FIGURE 1—COMPONENTS OF THE HSL-3 and HSL-3-R (BOLT VERSION SHOWN)
FIGURE 2—HEAD STYLES OF THE HSL-3 and HSL-3-R