2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

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CITY OF SANTA ANA Planning and Building Agency ES t ed ISSUANCE ICC-ES Evaluation Report ESR-4266 FL Supple ent w/HVHZ Reiss ed December 2023 Re WtW br 2024 This report is subject to rene -P&*ember 2025. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Counc#40 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 (KB-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 aluminum members, all expansion anchors must be installed no less than 3 inches from the edge of concrete slab and/or footings. All expansion anchors shall develop an ultimate withdrawal resisting force equal to four times the imposed load, with no stress increase for duration of load. For products falling under Florida Rule 61 G20-3, 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 conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued December 2023 and revised October 2024. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are they to he construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no %arranty by !CC Evaluation Sen ice. LLC, express or implied as ; _AAW _ _ to any fading or other matter to this report, or as a, any product covered ht. the report. Copyright s^, 2024 ICC Evaluation Service. U.C. All rights reserved. Page 18 of 18