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CITY OF SANTA ANA <br />Planning and Building Agency <br />Hilti PROFIS Engineering 3.1.23 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Specifier's comments: <br />I <br />Concrete - Oct 15, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />Date: <br />Approved <br />PERMIT ISSUANCE <br />1 <br />10/15/2025 <br />1 Input data <br />Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2 112) hnom3 <br />Item number: 2210255 KB-TZ2 1/2x4 1/2 <br />Specification text: Hilti 0 1/2 in Kwik Bolt TZ2 - CS with 3 in <br />nominal embedment depth per ICC-ES <br />ESR-4266 , Hammer drill bit installation per <br />MPII, <br />Effective embedment depth: hef,aot = 2.500 in., h om = 3.000 in. <br />Material: Carbon Steel <br />Evaluation Service Report: ESR-4266 <br />Issued I Valid: 10/1/2024 1 12/1/2025 <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.17.7.2.1 b) <br />Stand-off installation: ee = 0.000 in. (no stand-off); t = 0.375 in. <br />Anchor plate : Ix x ly x t = 7.000 in. x 5.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) <br />Profile: no profile <br />Base material: cracked concrete, 2500, f�= 2,500 psi; h = 5.000 in. <br />Installation: Hammer drilled hole, Installation condition: Dry <br />Reinforcement: tension: not present, shear: riot 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 />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry (in.] & Loading [lb, in.lb] <br />0. <br />N <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 Hilt! is a registered Trademark of Hilti AG, Schaan <br />12, 1 <br />