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CITY OF SANTA ANA Planning and Building Agency ES ICC-ES Evaluation Report ESR-4266 FL Suppler Reissu Re, This repoli is subject to renew w/HVHZ hliTfte, %'ti': �gWgll ' ``' ' Decembe? 2075. www.icc-es.oru 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council7` DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00--METALS Section: 05 05 19—Post-Installed Concrete Anchors REPORT HOLDER: HILTI, INC. EVALUATION SUBJECT: HILTI KWIK BOLT TZ2 CARBON AND STAINLESS STEEL ANCHORS IN CRACKED AND UNCRACKED CONCRETE 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Kwik Bolt TZ2 (KB-TZ2) carbon and stainless steel anchors in cracked and uncracked concrete, described in ICC-ES evaluation report ESR-4266, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2023 Florida Building Code —Building ■ 2023 Florida Building Code —Residential 2.0 CONCLUSIONS The Kwik Bolt TZ2 (KB-TZ2) carbon and stainless steel anchors in cracked and uncracked concrete, described in Sections 2.0 through 7.0 of the evaluation report ESR-4266, comply with the Florida Building Code —Building and the Florida Building Code —Residential, provided the design requirements are determined in accordance with the Florida Building Code —Building or the Florida Building Code —Residential, as applicable. The installation requirements noted in the ICC-ES evaluation report ESR-4266 for the 2021 International Building Code® meet the requirements of the Florida Building Code —Building or the Florida Building Code —Residential, as applicable. Use of the Kwik Bolt TZ2 (I<B-TZ2) carbon and stainless steel anchors in cracked and uncracked concrete have also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building and the Florida Building Code —Residential, with the following conditions: a) For anchorage of wood members, the connection subject to uplift must be designed for no less than 700 pounds (3114 N). b) For connection to aluminurn mernl,v,s, all exponsion anchors must be installed no less than 3 inches from the. edge of concrete slab and/ter luutings. All exp,msion andiors shail dovelop an ultimate withdiay.,al resisliny force equal to four times the imposed load, with no stress increase for duration of load. For products falling under Florida Rok., 611320-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conductnd is the responsibility of an approved validation entity (or the code official, when the report holder does not possess art approval by the Commission). This supplement expires concurrently with the evaluation report, reissued December 2023 and revised October 2024. ]CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are thev to be construed as an endorsement of the sulycei oldie report or a reconnuendation for its use. There is no uurranly by ICC Evahintion Service. LLC express a)- implied. its .1 a sue= - to any finding or other matter in this report, at- as to rots, product covered by the report. �— Copyright 0 2024 ICC Evaluation Service, LLC. All rights reserved. Page 18 of 18 ved ISSUANCE