2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

Home Browse Search

ESR-4266 .Host Widely Accepted and Trusted CITY OF SANTA ANA Planning and Building Agency Page 6 of 18 5.7 Allowable design values are established in accordance with Section 4.2. Approved 5.8 Anchor spacing and edge distance as well as minimum member thickness must c m�lPw�ith l�_WST3155UANCE and 9, and Figure 5A, Figure 56, Figure 5C and Figure 5D. 5.9 Prior to installation, calculations and details demonstrating compliance with this report iust beubmitted to the code official. The calculations and details must be prepared by a registered dal where required by the statutes of the jurisdiction in which the project is to be constructed. Pate: 5.10 Since an ICC-ES acceptance criteria for evaluating data to determine the performance subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (f > f,), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind or seismic forces in locations designated as Seismic Design Categories A through F of the IBC, subject to the conditions of this report. 5.13 Where not otherwise prohibited in the code, KB-TZ2 anchors are permitted for use with fire -resistance -rated construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind or seismic forces only. • Anchors that support a fire -resistance -rated envelope or a fire -resistance -rated membrane are protected by approved fire -resistance -rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. • Anchors are used to support nonstructural elements. 5.14 Use of zinc -coated carbon steel anchors is limited to dry, interior locations. 5.15 Use of anchors made of stainless steel as specified in this report are permitted for exterior exposure and damp environments. 5.16 Use of anchors made of stainless steel as specified in this report are permitted for contact with preservative - treated and fire -retardant -treated wood. 5.17 Anchors are manufactured by Hilti AG under an approved quality -control program with inspections by ICC-ES. 5.18 Special inspection must be provided in accordance with Section 4.4. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC193), dated October 2017, (editorially revised April 2024), which incorporates requirements in ACI 355.2-19 and ACI 355.2-07 for use in cracked and uncracked concrete. 6.2 Quality -control documentation. 7.0IDENTIFICATION 7.1 The ICC-ES mark of conformity, electronic labeling, or the evaluation report number (ICC-ES ESR-4266) along with the name, registered trademark, or registered logo of the report holder must be included in the product label. 7.2 In addition, the anchors are identified by packaging labeled with the manufacturer's name (Hilti, Inc.) and contact information, anchor name, anchor size, and evaluation report number (ESR-4266). The anchors have the letters KB-TZ2 embossed on the anchor stud and a notch or notches embossed into the anchor head. The letters and notches are visible after installation for verification as depicted in Figure 3 of this report. The number of notches indicate material type. The letter system indicating length embossed on the head of the anchor is described in Table 2. 7.3 The report holder's contact information is the following: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024 (918) 872-8000 www.hilti.com