ICC-ES ESR-4878 for HIT-HY 200 V3

ESR-4878
|
Most Widely Accepted and Trusted Page 3 of 15
4.1.4 Design of Threaded Rods and Reinforcing Bars
Installed in the Top of Fully Grouted CMU Walls:
Allowable tension and shear load values for
1
/
2
- and
5
/
8
-inch-diameter (12.7 mm and 15.9 mm) steel threaded
rods and No. 4 and No. 5 reinforcing bars installed in the top
of grout-filled CMU walls and resisting static, wind, or
earthquake loads are reported in Table 3A and Table 3B,
respectively. Minimum edge and end distances are noted in
Table 3A and Table 3B and shown in Figure 3.
4.1.5 Design of HIS-N and HIS-RN Inserts Installed in
the Face of Fully Grouted CMU Walls: Allowable tension
and shear load values for
3
/
8
-inch and
1
/
2
-inch (9.5 and 12.7
mm) HIS-N and HIS-RN internally threaded inserts installed
in the face of fully grouted CMU walls are reported in Tables
2A and 2B. The allowable tension and shear loads are for
HIS-(R)N inserts installed in any location in the face of the
fully grouted CMU walls (cell, web, joints), and resisting
static and wind load applications only. Use of these anchors
to resist earthquake loads is outside the scope of this report.
Critical and minimum spacing and edge distances, with
appropriate reduction factors, are also given in Tables 2A
and 2B.
4.2 Installation:
Installation parameters are illustrated in Figure 4.
Installation of the Hilti HIT-HY 200 V3 Adhesive Anchor
System must conform to the manufacturer’s printed
installation instructions (MPII) included in each unit package
as provided in Figure 6 of this report. Anchor locations must
comply with this report and the plans and specifications
approved by the code official.
4.3 Special Inspection:
Periodic special inspections are required in accordance with
IBC Section 1704, and are also applicable for installations
under the IRC.
The approved special inspector must be on the jobsite
initially during anchor installation to verify anchor type,
anchor dimensions, adhesive identification and expiration
date, masonry type, masonry compressive strength, hole
dimensions, hole cleaning procedures, anchor spacing,
edge distances, masonry wall thickness, anchor
embedment, tightening torque, base-material temperature,
and adherence to the manufacturer’s printed installation
instructions (MPII).
The special inspector must verify the initial installations of
each type and size of adhesive anchor by construction
personnel on the site.
Subsequent installations of the same anchor type and size
by the same construction personnel are permitted to be
performed in the absence of the special inspector. Any
change in the anchor product being installed or the
personnel performing the installation requires an initial
inspection. For ongoing installations over an extended
period, the special inspector must make regular inspections
to confirm correct handling and installation of the product.
5.0 CONDITIONS OF USE
The Hilti HIT-HY 200 V3 Adhesive Anchor System
described in this report complies with, or is a suitable
alternative to what is specified in, those codes listed in
Section 1.0 of this report, subject to the following conditions:
5.1 The Hilti HIT-HY 200 V3 Adhesive Anchor System
must be installed in accordance with the
manufacturer’s printed installation instructions (MPII)
and this report. In case of conflict, this report governs.
5.2 Anchor sizes, dimensions, and minimum embedment
depths must be as set forth in this report.
5.3 Prior to installation, calculations and details
demonstrating compliance with this report must be
submitted to the code official for approval. The
calculations must be prepared by a registered design
professional when required by the statutes of the
jurisdiction in which the project is to be constructed.
5.4 Anchors resisting static, seismic or wind loads in
masonry must be designed in accordance with Section
4.0 of this report.
5.5 Grout-filled concrete masonry under the IBC or the IRC
(Tables 1A, 1B, 3A, and 3B): The adhesive anchors
described in Sections 4.1.3 and 4.1.4 of this evaluation
report are capable of resisting seismic and wind loads.
When using the basic load combinations in accordance
with IBC Section 1605.3.1, allowable loads must not be
increased for seismic or wind loading. For the 2021,
2018, 2015 and 2012 IBC, the allowable loads or load
combinations must not be adjusted.
5.6 HIS-N and HIS-RN inserts (Tables 2A and 2B) under
the IBC or the IRC: Use of the adhesive anchors
described in Section 4.1.5 for resistance to seismic
loads is beyond the scope of this report. The allowable
loads or load combinations for these anchors must not
be adjusted for applications subjected to wind loads.
5.7 Since an ICC-ES acceptance criteria for evaluating
data to determine the performance of adhesive
anchors subjected to fatigue or shock loading is
unavailable at this time, the use of these anchors under
these conditions is beyond the scope of this report.
5.8 The Hilti HIT-HY 200 V3 Adhesive Anchor Systems
may be used to resist tension and shear forces in wall
installations only if consideration is given to the effects
of elevated temperature conditions on anchor
performance. Figure 1 describes load reduction factors
for elevated temperatures.
5.9 Anchors are not permitted to support fire-resistive
construction. Where not otherwise prohibited by the
code, anchors are permitted for installation in fire-
resistive 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 gravity load-bearing structural
elements are within a fire-resistive envelope or a
fire-resistive membrane, are protected by approved
fire-resistive materials, or have been evaluated for
resistance to fire exposure in accordance with
recognized standards.
 Anchors are used to support nonstructural
elements.
5.10 Since an ICC-ES acceptance criteria for evaluating the
performance of adhesive anchors in cracked masonry
is unavailable at this time, the use of anchors is limited
to installation in uncracked masonry. Cracking occurs
when
rt
ff 
due to service loads or deformations.
5.11 Use of Hilti HIT-HY 200 V3 Adhesive Anchor System
in conjunction with uncoated or zinc electroplated
carbon steel threaded rods, HIT-Z anchor rods, HIS-N
steel internally threaded inserts, or steel reinforcing
bars must be limited to interior exposure. Use of
stainless steel (AISI 304 or 316) anchors or hot dipped
galvanized anchors with a zinc coating conforming to
ASTM A153, Class C or D, is permitted for exterior or
damp environments.