ICC ESR-1752 for Low Velocity Power Driven Track Fasteners
Table Of Contents
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ICC-ES Evaluation Report
ESR-1752 LABC and LARC Supplement
Reissued September 2021
This report is subject to renewal September 2023.
www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council
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DIVISION: 03 00 00—CONCRETE
Section: 03 15 00—Concrete Accessories
Section: 03 16 00—Concrete Anchors
DIVISION: 04 00 00—MASONRY
Section: 04 05 19.16—Masonry Anchors
DIVISION: 05 00 00—METALS
Section: 05 05 23—Metal Fastenings
DIVISION: 09 00 00—FINISHES
Section: 09 22 16.23—Fasteners
REPORT HOLDER:
HILTI, INC.
EVALUATION SUBJECT:
HILTI LOW-VELOCITY POWER-ACTUATED FASTENERS
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that Hilti low-velocity power-actuated fasteners, described in
ICC-ES evaluation report ESR-1752, have also been evaluated for compliance with the codes noted below as adopted by
the Los Angeles Department of Building and Safety (LADBS).
Applicable code editions:
2020 City of Los Angeles Building Code (LABC)
2020 City of Los Angeles Residential Code (LARC)
2.0 CONCLUSIONS
The Hilti low-velocity power-actuated fasteners, described in Sections 2.0 through 7.0 of the evaluation report
ESR-1752, comply with LABC Chapters 19, 21 and 22, and the LARC, and are subjected to the conditions of use described
in this supplement.
3.0 CONDITIONS OF USE
The Hilti low-velocity power-actuated fasteners described in this evaluation report supplement must comply with all of the
following conditions:
All applicable sections in the evaluation report ESR-1752.
The design, installation, conditions of use and identification of the fasteners are in accordance with the 2018 International
Building Code
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(2018 IBC) provisions noted in the evaluation report ESR-1752.
The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as
applicable.
Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted.
The allowable load and strength design values listed in the evaluation report and tables are for the connection of the
fasteners to steel, normalweight concrete, lightweight and sand-lightweight concrete over metal decks, and masonry. The
connection between the fasteners and the connected members shall be checked for capacity (which may govern).
This supplement expires concurrently with the evaluation report, reissued September 2021.