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SERA€»E": <br /> EVALIIATleN <br /> ICC-ES Evaluation Report ESR-4266 LABC and LARC Supplement <br /> Issued December 2020' <br /> This report is subject to renewal December 2021. <br /> www.lcc-es.ara I (800)423-6587 j (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 00METALS <br /> Section:06 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 CONCRETE <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 ICC-ES 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 /> it 2020 City of Los Angeles Building Code(LABC) <br /> s 2020 City of Los Angeles Residential Code(LARC) <br /> 2,0 CONCLUSIONS <br /> The Kwik Bolt TZ2(KB-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 LARC,and are subject to the conditions <br /> of use described in this supplement. <br /> 3.0 :CONDITIONS OF USE <br /> The Kwik Bolt T22(KB-TZ2)carbon and stainless steel anchors in cracked and uncracked concrete described in this evaluation <br /> report supplement must con ply with all of the following conditions: <br /> a All applicable sections in the evaluation report ESR-4266 <br /> • The design; installation,conditions of use and labeling of the Kwik Bolt TZ2(KB-TZ2)anchors are in accordance with the <br /> 2018 international Building Codes(2018 IBC)provisions noted in the evaluation report ESR-4-266. <br /> • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as <br /> applicable. <br /> • Under the LARC.an enoineered'design in accordance with LARC Section R301.1.3 must be submitted. <br /> • The allowable and strength design values listed in the 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 NBC.2020-071. <br /> This supplement expires concurrently with the evaluation report,issued December 2020. <br /> cC-Es F oin000n Report,ore not to beconstrue:t oe'reprzaxnrrng oll,etecs:ur r .u:htr au er no, p- fuel aadreAAed nor are 1111.11 rz be 4mv UUL'J <br /> s an Orthirsentem:o the subject of the report aro recommendation;or us sot_Mere Is no v.arrant:by iL t Etal.rattonService LLC..epees•ortntphi rl,of aims WIMPS <br /> toonc_r`,7..#rt;,,.Tor other natter to this report,or n,to aft)product col erect b.:the report. 5$3,Copyright 2020 ICC Evaluation Service,LLC. Ali rights reserves. Page 14 of 15 <br />