Laserfiche WebLink
CITY OF SANTA ANA <br />Planning and Building Agency <br />ICC <br />EVALUATION <br />SERVICE <br />ICC-ES Evaluation Report <br />ESR-4266 <br />Reissued December 2023 This report also contains: For references to c <br />Revised October 2024 City of LA Supplement See ELC-4266 for <br />Subject to renewal December 2025 FL Supplement wIHVHZ Canada' (NBCCI <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are they to be construed as an <br />endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. LLC, express or implied, as to any finding or <br />other matter in this report. or as to any product covered by the report. <br />iht Q 2024 ICC Evaluation Service, LLC. All <br />DIVISION: 03 00 00 <br />CONCRETE <br />Section: 03 16 00— <br />Concrete Anchors <br />DIVISION: 05 00 00 <br />METALS <br />Section: 05 05 19—Post- <br />Installed Concrete <br />Anchors <br />REPORT HOLDER <br />HILTI, INC. <br />1.0 EVALUATION SCOPE <br />EVALUATION SUBJECT <br />HILTI KWIK BOLT TZ2 <br />CARBON AND <br />STAINLESS STEEL <br />ANCHORS IN CRACKED <br />�r <br />AND UNCRACKED <br />CONCRETE <br />Compliance with the following codes: <br />■ 2024, 2021, 2018 and 2015 International Building Code' (IBC) <br />■ 2024, 2021, 2018 and 2015 International Residential Code' (IRC) <br />Main references of this repor, are for the 2024 IBC and IRC. See Table 10 and Table 11 for applicable sections of the code for previous IBC and IRC <br />editions <br />Property evaluated: <br />Structural <br />2.0 USES <br />The Hilti Kwik Bolt TZ2 anchor (KB-TZ2) is used as anchorage to resist static, wind, and seismic (Seismic <br />Design Categories A through F) tension and shear loads in cracked and uncracked normal -weight concrete <br />and lightweight concrete having a specified compressive strength, F,, of 2,500 psi to 8,500 psi (17.2 MPa to <br />58.6 MPa). <br />The '/.-inch-, 3/9-inch- and '/2-inch diameter (6.4 mm, 9.5 mm and 12.7 mm) carbon steel KB-TZ2 anchors <br />may be installed in the topside of cracked and uncracked normal -weight or sand -lightweight concrete over <br />metal deck having a minimum member thickness, hmin.dack, as noted in Table 9 of this evaluation report and a <br />specified compressive strength, F,, of 3,000 psi to 8,500 psi (20.7 MPa to 58.6 MPa) <br />The /4-inch-, 3/a-inch-, '/2-inch-, '/a -inch- and 3/s-inch diameter (6.4 mm, 9.5 mm, 12.7 mm, 15.9 mm and <br />19.1 mm) carbon steel KB-TZ2 anchors may be installed in the soffit of cracked and uncracked normal -weight <br />or sand -lightweight concrete over metal deck having a minimum specified compressive strength, F,�, of <br />3,000 psi (20.7 MPa). <br />The anchoring system complies with anchors as described in Section 1901.3 of the IBC. The anchors may <br />also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. <br />3.0 DESCRIPTION <br />3.1 KB-TZ2: <br />KB-TZ2 anchors are torque -controlled, mechanical expansion anchors. KB-TZ2 anchors consist of a stud <br />(anchor body), wedge (expansion elements), nut, and washer. The anchor (carbon steel version) is illustrated <br />0a� ' A&B <br />�.. <br />Page 1 of 18 <br />