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www.hilti.com <br />Hilti PROFIS Engineering 3.1.30 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />1 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Transformer <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />5/1/2026 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 <br /> Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 <br /> Specification text: HILTI Æ 1/2 IN KWIK BOLT TZ2 - SS 304 <br /> WITH 2.5 IN NOMINAL EMBEDMENT DEPTH <br /> PER ICC-ES ESR-4266 , HAMMER DRILL BIT <br /> INSTALLATION PER MPII <br /> Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in. <br /> Material: AISI 304 <br /> Evaluation Service Report: ESR-4266 <br /> Issued I Valid: 12/1/2025 | 12/1/2027 <br /> Proof: Design Method ACI 318-19 / Mech <br /> Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b) <br /> Stand-off installation: <br /> Profile: <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 8.000 in. <br /> Installation: Hammer drilled hole, Installation condition: Dry <br /> Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present <br /> edge reinforcement: none or < No. 4 bar <br /> Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) <br /> Shear load: yes (17.10.6.3 (c)) <br />25 of 32