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ES <br />ICC-ES Evaluation Report ESR-4266 City of <br />This report is subject to <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />ved <br />ISSUANCE <br />Supplonlie t. <br />Re ROct,eT''�;; ,her 2U21: <br />www.icc-es.orct 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® <br />DIVISION: 03 00 00—CONCRETE <br />Section: 03 16 00—Concrete Anchors <br />DIVISION: 05 00 00—METALS <br />Section: 05 05 19—Post-Installed Concrete Anchors <br />REPORT HOLDER: <br />HILTI, INC. <br />EVALUATION SUBJECT: <br />HILTI KWIK BOLT TZ2 CARBON AND STAINLESS STEEL ANCHORS IN CRACKED AND UNCRACKED CONCRIETE <br />1.0 REPORT PURPOSE AND SCOPE <br />Purpose: <br />The purpose of this evaluation report supplement is to indicate that the Kwik Bolt TZ2 (KB-TZ2) carbon and stainless steel <br />anchors in cracked and uncracked concrete, described in IMES evaluation report ESR-4266, have also been evaluated for <br />compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety (LADBS). <br />Applicable code editions: <br />e 2023 City of Los Angeles Building Code (LABC) <br />le 2023 City of Los Angeles Residential Code (LARC) <br />2.0 CONCLUSIONS <br />The Kwik Bolt TZ2 (I<B-TZ2) carbon and stainless steel anchors in cracked and uncracked concrete, described in Sections 2.0 <br />through 7.0 of the evaluation report ESR-4266, comply with LABC Chapter 19, and the LARC, and are subject to the conditions <br />of use described in this supplement. <br />3.0 CONDITIONS OF USE <br />The Kwik Bolt TZ2 (KB-TZ2) carbon and stainless steel anchors in cracked and uncracked concrete described in this evaluation <br />report supplement must comply with all of the following conditions: <br />• All applicable sections in the evaluation report ESR-4266. <br />• 111- 1w ; -u, installation. ronrl;tionF; of use and identificatimn of the Kuril- Snit l72 (KB=172.) anrhnrs are in accordance with <br />the 2021 hilernalional Building C, )cio!" (IBC) provisions noted in the evaluation report ESR-4266. <br />The de,.ign• instalhition and inspection arc in accorJ<tnce with r4ddifonal requirements of I_ARC Chapter 16 and '17, and <br />City of I.<: Angeles lnloimatic•h. Riillelin P/BC, 2020-011'1% as applicable. <br />• tl;hdw the LARC, an engineered design in accordance with LABC Soc;tion R301.1.3 must he suhmitled. <br />The allowable and sli endti r do -sign values listed in If he evaluation report and tables are for the connection of the anchors to <br />concrete. The connection between the anchors and the connected members shall be checked for capacity (which may <br />govern). <br />• For use in wall anchorage assemblies to flexible diaphragm applications, anchors shall be designed per the requirements <br />of City of Los Angeles Information Bulletin P/BC 2023-071. <br />This supplement expires concurrently with the evaluation report, reissued December 2023 and revised October 2024. <br />]CC -ES Evaluation Reports are not to be construed as representing aesthetics or aNv other aurihutes not specifically addressed no?- are they to be caasfrued ! <br />as an endmseuueat oj/he subject of the repay or a recaunhendntion jar its ure. There is no srorrantr by ICC Ehnlaation Service, LLC, express or ouplied, as ;, A►i w <br />to anyfinding or other natter in this report, or as to anv product covered by the report.ay <br />Copyright 0 2024 ICC Evaluation Service, LLC. All rights reserved. Page 17 of 18 <br />