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ESR-1112 \ Most Widely Accepted and Trusted Page 4 of 6 drinking water treatment chemicals. The focus of NSF/ANSI Standard 61 as it pertains to adhesive anchors is to ensure that the contaminants or impurities imparted from the adhesive product to the potable water do not exceed acceptable levels. 5.0 CONDITIONS OF USE The SET adhesive anchor systems for unreinforced masonry, described in this report, comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: control program with inspections by ICC-Evaluation Service, LLC. 5.9 Anchors are not permitted to support fire-resistive construction. Where not otherwise prohibited by the code, anchors are permitted for installation in fire- resistive construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind or seismic forces only. • Anchors are used to support nonstructural elements. 5.1 Use and installation must be as set forth in this evaluation report and the manufacturer's published installation instructions (MPII) shown in Figure 2. In case of conflict, this report governs. 5.2 Calculations and details must be submitted to the code official for approval. 5.3 Special inspection must be in accordance with Section 4.5 of this evaluation report. 5.4 Use of the anchor system must be approved by the registered design professional. 5.5 Anchors must be limited to resisting transient wind or 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Anchors in Unreinforced Masonry Elements (AC60), dated December 2009 (effective January 2010). 6.2 A quality control manual. 6.3 Data in accordance with NSF/ANSI Standard 61, Drinking Water System Components-Health Effects, for the SET adhesive. 7.0 IDENTIFICATION seismic loads only. 5.6 Anchors are installed in holes predrilled with a carbide-tipped masonry drill bit complying with ANSI B212.15-1994, using rotation mode only. Impact tools are not permitted 5.7 The adhesive must not be used after the expiration date stamped on the cartridge. 5.8 The SET adhesive is manufactured and packaged into the cartridges described in this report by Simpson Strong-Tie Company, Inc., under a quality Simpson Strong-Tie SET adhesive anchoring systems are identified in the field by labels on the cartridges or packaging,bearing the company name (Simpson Strong-Tie Company, Inc.), the product name (SET22, SET56, or SET-PAC-EZ), the batch number, the expiration date, the name of the inspection agency (ICC-ES),and the evaluation report number (ESR-1772). Screen tubes are identified by a label on the packaging, bearing the Simpson Strong-Tie name and the tube type (plastic or metal) and size. TABLE 1-MANUFACTURER'S GEL TIMES AND CURING TIMES FOR SET ADHESIVES1 TEMPERATURE (°F)GEL TIME2 (hours)INITIAL CUREZ (hours) 40 2 72 65 11/4 24 85 1 20 90 1 16 For SI: 1°C = 5/9 (FF-32) 1Anchors installed or cured at temperatures below 40°F (4.4°C) are outside the scope of this report. 2Anchors must be not be disturbed after the gel time until the cure time has elapsed, and must be allowed to reach initial cure before attachment of building components. TABLE 2-SPACING AND EDGE DISTANCE REQUIREMENTS FOR SET ADHESIVE ANCHOR SYSTEMS INSTALLED IN UNREINFORCED MASONRY ANCHOR ASSEMBLY Shear anchor or rebar dowel Configuration A 221/2° combination anchor Configuration B MINIMUM VERTICAL SPACING MINIMUM HORIZONTAL SPACING MINIMUM EDGE DISTANCE (inches)(inches)(inches) 16 16 16 16 16 16 Through-bolt anchor 16 1616Configuration C