0 Most Widely Accepted and Trusted ICC-ES Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-2570 Reissued 12/2016 This report is subject to renewal 12/2017. DIVISION: 05 00 00 METALS SECTION: 05 05 23 METAL FASTENINGS REPORT HOLDER: CLARKDIETRICH BUILDING SYSTEMS LLC 9100 CENTRE POINTE DRIVE, SUITE 210 WEST CHESTER, OHIO 45069 EVALUATION SUBJECT: FASTCLIP SLIDE CLIPS (FCSCS) AND FASTCLIP EXTENDED CLIPS (FCECS) Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2016 ICC Evaluation Service, LLC. All rights reserved.
ICC-ES Evaluation Report ICC-ES Evaluation Report ESR-2570 ESR-2570 Reissued December 2016 This report is subject to renewal December 2017. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 05 00 00 METALS Section: 05 05 23 Metal Fastenings REPORT HOLDER: CLARKDIETRICH BUILDING SYSTEMS LLC 9100 CENTRE POINTE DRIVE, SUITE 210 WEST CHESTER, OHIO 45069 (513) 870-1161 www.clarkdietrich.com info@clarkdietrich.com EVALUATION SUBJECT: FASTCLIP SLIDE CLIPS (FCSCs) AND FASTCLIP EXTENDED CLIPS (FCECs) 1.0 EVALUATION SCOPE Compliance with the following codes: 2012 International Building Code (IBC) 2012 International Residential Code (IRC) Property evaluated: Structural 2.0 USES The ClarkDietrich FastClip Slide Clips (FCSCs) and FastClip Extended Clips (FCECs) cold-formed steel connectors are used to attach the cold-formed steel studs of a building s exterior curtain wall to the supporting structure, to transfer wind or seismic loads acting perpendicular to the exterior curtain wall to the supporting structure, and to accommodate vertical movement between exterior wall elements and the primary supporting structure. 3.0 DESCRIPTION 3.1 General: The FCSCs and FCECs are L-shaped steel connectors, consisting of two legs: the longer leg with vertical slotted holes for attaching to cold-formed steel studs, and the shorter leg embossed with marks for attaching to the supporting structure. See Figures 1 through 3. The FastClip clips are identified by the length of the slotted leg. The FCSCs are available in 3 1 / 2-inch (89 mm) and 5 1 / 2-inch (140 mm) lengths. The FCECs are available in 6-inch (152 mm), 8-inch (203 mm), 10-inch (254 mm) and 12-inch (305 mm) lengths. Each FastClip has either two or three vertical 1-inch-on-center (25 mm) slots, through which the supplied ClarkDietrich FastClip Deflection Screws are installed to attach the clip to the cold-formed steel stud, allowing horizontal loads to be transferred from the stud web to the supporting structure while allowing vertical movement of the supporting structure. Each clip is embossed with marks along the short leg to locate where the fasteners must be installed to attach the clip to the supporting structure. See Figures 4 through 7 for illustrations of the FastClips. 3.2 Materials: 3.2.1 FCSCs and FCECs: The FCSCs and FCECs described in this report are manufactured from steel conforming to ASTM A1003/A1003M-13, Structural Grade 50, Type H (ST50H). The FastClips have a minimum zinc coating of G90 in accordance with ASTM A653. 3.2.2 Connections: 3.2.2.1 Stud Connections: The ClarkDietrich FastClip Deflection Screws are proprietary screws made specifically for ClarkDietrich to ClarkDietrich specifications. The 1 / 4-inch-by- 3 / 4-inch (6.35 by 19.05 mm) hex head selfdrilling screws provided with each FastClip are used only to attach the long leg of the FastClips to the cold-formed steel stud. 3.2.2.2 Support Connections: The FastClips must be attached to the supporting structure with fasteners through the short leg of the clip or by welding of the short leg of the clip to the supporting structure. Attachment of the short leg of the FastClip to the supporting structure must be designed and specified by a registered design professional. The specified fasteners must be supplied by the contractor. 3.2.3 Cold-formed Steel Studs: The steel studs must be fabricated from cold-formed steel complying with ASTM A1003/A1003M-13 with designations and thicknesses as listed in Table 1. 4.0 DESIGN AND INSTALLATION 4.1 Design: The design capacities for the attachment of the FCSCs and FCECs to the cold-formed steel studs are shown in Table 2. The clips may be fastened to the supporting structure with screws, bolts, or welds. Design of the connection must be submitted to the code official for approval and is outside the scope of this report. When using the alternate basic load combinations in IBC Section 1605.3.2 that include wind or earthquake loads, the ASD allowable strength shown in Table 2 for the FastClip connectors and stud designation combination ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 5 1000
ESR-2570 Most Widely Accepted and Trusted Page 2 of 5 must not be increased by 33 1 / 3 percent, nor shall the alternative basic load combinations be reduced by a factor of 0.75. 4.2 Installation: Installation of the FastClip products must comply with this report and the approved plans. 5.0 CONDITIONS OF USE The ClarkDietrich FastClip Slide Clips and FastClip Extended Clips 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: 5.1 Drawings and engineering calculations verifying compliance with this report must be submitted to the code official for approval. The drawings and engineering calculations must be prepared by a registered design professional when required by the statutes of the jurisdiction in which the project is to be constructed. 5.2 The product must be installed in accordance with this report and the approved plans. If there is a conflict between this report and the plans submitted for approval, this report governs. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Connectors Used with Cold-formed Steel Structural Members (AC261), dated October 2011 (editorially revised June 2013). 7.0 IDENTIFICATION The ClarkDietrich FastClip Slide Clips and FastClip Extended Clips described in this report must be stamped, labeled, or inked with the product designation and the company s logo or initials (CDBS). Each FastClip label must include the company name (ClarkDietrich Building Systems), company address, product designation/part name, quantity, and the ICC-ES evaluation report number (ESR-2570). TABLE 1 COLD-FORMED STEEL STUD PROPERTIES STEEL STUD DESIGN THICKNESS ASTM A1003-13 DESIGNATION 33 mils ST33H 43 mils ST33H 54 mils ST50H 68 mils ST50H 97 mils ST50H For SI: 1 ksi = 6.89 MPa; 1 mil = 0.0254 mm.
ESR-2570 Most Widely Accepted and Trusted Page 3 of 5 CLARKDIETRICH FASTCLIP 3 1 / 2-inch FCSC 5 1 / 2-inch FCSC 6-inch FCEC 8-inch FCEC 10-inch FCEC 12-inch FCEC For SI: 1 lbf = 4.45 N, 1 mil = 0.0254 mm. SCREWS 1 (Number) TABLE 2 FCSC AND FCEC CAPACITIES STUD THICKNESS ASD ALLOWABLE STRENGTH 2 (lbf) LRFD DESIGN STRENGTH (lbf) 2 33 mils 425 680 2 43 mils 544 871 2 54 mils 660 1056 2 68 mils 696 1114 2 97 mils 857 1372 3 33 mils 596 977 3 43 mils 784 1255 3 54 mils 1065 1750 3 68 mils 1065 1705 3 97 mils 1103 1765 3 33 mils 565 904 3 43 mils 776 1241 3 54 mils 1103 1765 3 68 mils 1030 1649 3 97 mils 1062 1699 3 33 mils 640 1024 3 43 mils 852 1364 3 54 mils 1086 1738 3 68 mils 1005 1609 3 97 mils 1118 1790 3 33 mils 506 986 3 43 mils 819 1328 3 54 mils 1103 1765 3 68 mils 1053 1686 3 97 mils 1100 1931 3 33 mils 503 976 3 43 mils 791 1267 3 54 mils 1126 1802 3 68 mils 1061 1715 3 97 mils 1136 1818 1 The ClarkDietrich proprietary screws supplied with the FCSCs and FCECs must be used as described in Section 3.2.2.1. 2 When using the alternate basic load combinations shown in IBC Section 1605.3.2 that include wind or earthquake loads, the tabulated ASD allowable loads for the FastClip connectors shall not be increased by 33 1 / 3 percent, nor shall the alternative basic load combinations be reduced by a factor of 0.75.
ESR-2570 Most Widely Accepted and Trusted Page 4 of 5 FCSC and FCEC FIGURE 1 FIGURE 2 FIGURE 3 FCSC and FCEC Stud Attachments and Connections FIGURE 4 FIGURE 5
ESR-2570 Most Widely Accepted and Trusted Page 5 of 5 FIGURE 6 FIGURE 7
ICC-ES Evaluation Report www.icc-es.org (800) 423-6587 (562) 699-0543 ESR-2570 CBC Supplement Reissued December 2016 This report is subject to renewal December 2017. A Subsidiary of the International Code Council DIVISION: 05 00 00 METALS Section: 05 05 23 Metal Fastenings REPORT HOLDER: CLARKDIETRICH BUILDING SYSTEMS LLC 9100 CENTRE POINTE DRIVE, SUITE 210 WEST CHESTER, OHIO 45069 (513) 870-61 www.clarkdietrich.com info@clarkdietrich.com EVALUATION SUBJECT: FASTCLIP SLIDE CLIPS (FCSCs) AND FASTCLIP EXTENDED CLIPS (FCECs) 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the ClarkDietrich FastClip Slide Clips (FCSCs) and FastClip Extended Clips (FCECs), recognized in ICC-ES master report ESR-2570, have also been evaluated for compliance with the code noted below. Applicable code edition: 2010 California Building Code (CBC), Chapters 22 and 22A 2.0 CONCLUSIONS The ClarkDietrich FCSCs and FCECs, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2570, comply with CBC Chapters 22 and 22A, provided the design and installation are in accordance with the International Building Code provisions noted in the master report and the additional requirements of CBC Chapters 22 and 22A, as applicable. This supplement expires concurrently with the master report issued December 2016. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 1000
ICC-ES Evaluation Report www.icc-es.org (800) 423-6587 (562) 699-0543 ESR-2570 FBC Supplement Reissued December 2016 This report is subject to renewal December 2017. A Subsidiary of the International Code Council DIVISION: 05 00 00 METALS Section: 05 05 23 Metal Fastenings REPORT HOLDER: CLARKDIETRICH BUILDING SYSTEMS LLC 9100 CENTRE POINTE DRIVE, SUITE 210 WEST CHESTER, OHIO 45069 (513) 870-1161 www.clarkdietrich.com info@clarkdietrich.com EVALUATION SUBJECT: FASTCLIP SLIDE CLIPS (FCSCs) AND FASTCLIP EXTENDED CLIPS (FCECs) 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the ClarkDietrich FastClip Slide Clips (FCSCs) and FastClip Extended Clips (FCECs) cold-formed steel connectors, recognized in ICC-ES master report ESR-2570, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2010 Florida Building Code Building 2010 Florida Building Code Residential 2.0 CONCLUSIONS The FCSC and FCEC cold-formed steel connectors, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2570, comply with the 2010 Florida Building Code Building and the 2010 Florida Building Code Residential, provided the design and installation are in accordance with the International Building Code provisions noted in the master report and the following conditions apply: The design wind loads must be based on Section 1609 of the 2010 Florida Building Code Building or Section 301.2.1.1 of the 2010 Florida Building Code Residential, as applicable. Load combinations must be in accordance with Section 1605.2 or Section 1605.3 of the 2010 Florida Building Code Building, as applicable. When using the alternate basic load combination in Section 1605.3.2 of the Florida Building Code Building, that include wind loads, the ASD allowable strength shown in Table 2 of the master evaluation report ESR-2570, for the FastClip connectors and stud designation combination, must not be increased by 33 1 / 3 percent, nor shall the alternative basic load combinations be reduced by a factor of 0.75. Use of the ClarkDietrich FCSC and FCEC cold-formed steel connectors for compliance with the High-Velocity Hurricane Zone provisions of the 2010 Florida Building Code Building and the 2010 Florida Building Code Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder s quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report issued December 2016. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 1000