ICC ESR-4185 for S-BT Screw-In Fasteners

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ICC-ES Evaluation Report
ESR-4185
Reissued June 2021
This report is subject to renewal June 2023.
www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council
®
DIVISION: 05 00 00—METALS
Section: 05 05 23—Metal Fastenings
REPORT HOLDER:
HILTI, INC.
EVALUATION SUBJECT:
HILTI S-BT SCREW-IN FASTENERS
1.0 EVALUATION SCOPE
Compliance with the following codes:
2018, 2015 and 2012 International Building Code
®
(IBC)
2018, 2015 and 2012 International Residential Code
®
(IRC)
For evaluation for compliance with codes adopted by the
Los Angeles Department of Building and Safety (LADBS),
see ESR-4185 LABC and LARC Supplement.
Property evaluated:
Structural
2.0 USES
The Hilti S-BT Screw-in Fasteners are used to attach
nonstructural components including architectural,
mechanical, electrical and similar components, which are
not part of the primary load-bearing or lateral-force-resisting
systems, to a supporting steel substrate. The fasteners may
be used for structures regulated under the IRC, when an
engineered design is submitted in accordance with IRC
Section R301.1.3.
3.0 DESCRIPTION
3.1 S-BT Screw-in Fasteners:
Hilti S-BT Screw-in Fasteners are self-tapping fasteners
with a short, blunt threaded portion on one end for
embedment into the supporting steel, and a standard thread
along the majority of the shank for attachment of supported
materials. A sealing washer with a chloroprene rubber (CR)
sealing ring is premounted on the tapping end of the
fastener. A serrated flange nut is supplied with S-BT Screw-
in Fasteners for multipurpose fastenings (S-BT-M_). The S-
BT Screw-in Fasteners for grating fastenings
(S-BT-G_) are not supplied with serrated flange nuts and
are intended for use in fastening grating.
The S-BT fasteners must be installed in a predrilled hole.
See Table 1 for available fastener materials, thread
designations and lengths. See Figure 1 for illustrations of
the S-BT fasteners.
3.1.1 S-BT-MR and S-BT-GR Screw-in Fasteners:
These fasteners are formed from stainless steel complying
with the manufacturer’s specification, with chemical
composition of 1.4462 X2CrNiMoN22-5-3, and are zinc
plated to facilitate installation. The premounted sealing
washer has a diameter of 0.472 inch (12 mm) and is
manufactured from SAE 316 stainless steel, bonded to the
CR material (denoted by ‘SN’ in the product designation).
Serrated flange nuts for the S-BT-MR fasteners are also
manufactured from stainless steel.
3.1.2 S-BT-MF and S-BT-GF Screw-in Fasteners: These
fasteners are formed from Grade 1038 carbon steel and
have a duplex coating. The coating consists of an
electroplated zinc alloy layer and a top coat, with a total
coating thickness of 35 μm. The premounted sealing washer
has a diameter of 0.394 inch (10 mm) and is manufactured
from an aluminum magnesium alloy, bonded to the CR
material (denoted by ‘AN’ in the product designation).
Serrated flange nuts for the S-BT-MF fasteners are
manufactured from carbon steel with a
hot-dipped galvanized coating.
3.2 Steel Substrates:
The supporting steel substrate must be structural steel
complying with the minimum strength requirements of
ASTM A36; ASTM A572 Grade 50 or ASTM A992, and must
have the minimum thickness, yield strength and tensile
strength shown in Tables 2 and 3, as applicable.
4.0 DESIGN AND INSTALLATION
4.1 Design:
4.1.1 Allowable Static Loads: The most critical applied
loads, excluding seismic load effects, resulting from the load
combinations in IBC Section 1605.3.1 or 1605.3.2 must not
exceed the allowable loads shown in Tables 2 and 3, as
applicable. For fasteners that are subjected to seismic
loads, see Section 4.1.3 for additional information. The
stress increases and load reductions described in IBC
Section 1605.3 are not allowed.
Allowable shear loads and tension (pullout) loads in this
report apply to the connection of the fastener to the
supporting steel substrate only. Limit states such as
pull-over and lateral bearing, which are governed by the
properties of attached materials, are outside the scope of
this report. Design of the connection of the attached material
to the steel substrate, must take into account the properties
of the attached material, accounting for interaction between
the attached material, the screw-in fastener and the steel
substrate, and must comply with the applicable
requirements of the IBC.

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