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CITY OF SANTA ANA <br />Planning and Building Agency <br />Ar .' v <br />Hilti PROFIS Engineering 3.1.24 <br />www.hilti.com <br />Company: <br />Page: <br />Address: <br />Specifier: <br />Phone I Fax: I <br />E-Mail: <br />Design: Concrete - Jun 2, 2020 <br />Date: <br />Fastening point <br />Specifiers comments: <br />1 Input data <br />Approved <br />FOR PERMIT ISSUANCE <br />1 <br />Master ID: <br />Date: 12/1/2025 <br />Anchor type and diameter: <br />Kwik Bolt TZ2 - CS 518 (4) hnom3 <br />Item number: <br />2210272 KB-TZ2 5/8x5 1/2 <br />Specification text: <br />Hilti 0 5/8 in Kwik Bolt TZ2 - CS with 4.5 in Cafe <br />nominal embedment depth per ICC-ESWet <br />ESR-4266 , Hammer drill bit installation per <br />MPII <br />Effective embedment depth: <br />her = 4.000 in., hnem = 4.500 in. <br />Material: <br />Carbon Steel <br />Evaluation Service Report: <br />ESR-4266 <br />Issued I Valid: <br />12/1/2025 112/1/2027 <br />Proof: <br />Design Method ACI 318 / AC193 <br />Shear edge breakout verification: <br />Row closest to edge (Case 3 only from ACI 318-11 Appendix D Fig. RD.6.2.1(b)) <br />Stand-off installation: <br />Profile: <br />Base material: <br />cracked concrete, 2500, f, = 2,500 psi; h = 6.000 in. <br />Reinforcement: <br />tension: condition B, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />Seismic loads (cat. C, D, E, or F) <br />no <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 Hilt AG, FL-9494 Schaan Hilti is a registered Trademark of Hifti AG, Schaan <br />1 <br />