0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3483 Reissued 09/2017 This report is subject to renewal 09/2019. DIVISION: 05 00 00 METALS SECTION: 05 05 23 METAL FASTENINGS REPORT HOLDER: SUZHOU HONGLY HARDWARE CO., LTD. NO. 125 SONGSHAN ROAD SUZHOU, JIANGSU PROVINCE CHINA 215129 EVALUATION SUBJECT: SUZHOU HONGLY HARDWARE SELF PIERCING AND SELF DRILLING TAPPING SCREWS 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 2017 ICC Evaluation Service, LLC. All rights reserved.
ICC-ES Evaluation Report www.icc-es.org (800) 423-6587 (562) 699-0543 DIVISION: 05 00 00 METALS Section: 05 05 23 Metal Fastenings REPORT HOLDER: SUZHOU HONGLY HARDWARE CO., LTD NO. 125 SONGSHAN ROAD SUZHOU, JIANGSU PROVINCE CHINA 215129 +86 512-68091380 www.anchor.com.cn www.fastening.com.cn sales.g@fastening.com.cn EVALUATION SUBJECT: SUZHOU HONGLY HARDWARE SELF-PIERCING AND SELF-DRILLING TAPPING SCREWS ADDITIONAL LISTEES: MACSIM FASTENINGS PTY, LTD. 10 WONDERLAND DRIVE EASTERN CREEK, SYDNEY, NSW 2766 AUSTRALIA +61 02-98812400 www.macsim.com.au HUTTIG BUILDING PRODUCTS 300 KNIGHTSBRIDGE PARKWAY LINCOLSHIRE, ILLINOIS 60069 (800) 933-0660 www.huttig.com 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 International Building Code (IBC) 2015, 2012 and 2009 International Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC) The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES screws are used to fasten gypsum board to either wood or cold-formed steel framing members, and to connect metal plaster bases (lath) to wood or steel framing members. ESR-3483 Reissued September 2017 Revised October 2017 This report is subject to renewal September 2019. A Subsidiary of the International Code Council 3.0 DESCRIPTION 3.1 General: screws are manufactured from carbon steel wire conforming to the specifications in the manufacturer s quality documentation. The screws have a Phillips Bugle Head or a Phillips Modified Truss Head. The screws have an electroplated clear zinc coating. Tables 1 and 2 provide descriptions and Figures 1 and 2 provide illustrations of the self-piercing and self-drilling screws, respectively. The screws fully threaded unless noted otherwise. 3.2 Suzhou Hongly Self-piercing Tapping Screws: 3.2.1 Type S: The self-piercing tapping screws with a Phillips bugle head style and fine threads are Type S screws complying with ASTM C1002 for attaching gypsum board to steel framing members. 3.2.2 Type W: The self-piercing tapping screws with a Phillips bugle head style and coarse threads are Type W screws complying with ASTM C1002 for attaching gypsum board to wood framing members. 3.2.3 Type A: The self-piercing tapping screws with a Phillips modified truss head style and fine threads are Type A screws complying with ASTM C1002 for attaching metal plaster bases to wood or steel framing members. 3.3 Suzhou Hongly Self-drilling Tapping Screws: 3.3.1 Bugle Head Style: The self-drilling tapping screws with bugle head style and fine threads comply with ASTM C954 for attaching gypsum board to steel framing members. 3.3.2 Modified Truss Head Style: The self-drilling tapping screws with modified truss head style and fine threads comply with ASTM C954 and are used to attach metal plaster bases to steel framing members. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Screw length must be selected on the basis of thickness of the fastened material, based on the length of load bearing area (Figure 3) given in Tables 1 and 2, as applicable. When tested for corrosion resistance in accordance with ASTM B117, the screws show no white corrosion after three (3) hours and no red rust after twelve (12) hours. 4.1.2 Prescriptive Design: The Type S screws described in Section 3.2.1 are recognized for use in fastening gypsum board to cold-formed steel framing members less than 0.033 inch (0.84 mm) thick in accordance IBC Section 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 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 4
ESR-3483 Most Widely Accepted and Trusted Page 2 of 4 2506 and 2015 IRC Section R702.3.5.1 (2012 and 2009 IRC Section R702.3.6). The Type W screws described in Section 3.2.2 are recognized for use in fastening gypsum board to wood framing in accordance with IBC Section 2506 and 2015 IRC Section R702.3.5.1 (2012 and 2009 IRC Section R702.3.6). These screws may also be used to construct shear walls in accordance with Table 4.3C of the AWC Special Design Provisions for Wind and Seismic (SDPWS), which is referenced in IBC Section 2306.3. The Type A screws described in Section 3.2.3 are recognized for use in fastening metal plaster bases to wood framing or to steel framing less than 0.033 inch (0.84 mm) thick, and the modified truss head self-drilling screws described in Section 3.3.2 are recognized for use in fastening metal plaster bases to steel framing having thickness between 0.033 inch and 0.112 inch (0.84 to 2.84 mm) thick, in accordance with IBC Section 2507. The bugle head self-drilling tapping screws described in Section 3.3.1 are recognized for use in fastening gypsum board to cold-formed steel framing between 0.033 and 0.112 inch (0.84 to 2.84 mm) thick, in accordance with IBC Section 2507. These screws are also recognized for use in attaching gypsum board sheathing to cold-formed steel framing as prescribed in Section C2.2.3 of AISI S213, which is referenced in Section 2211.6 of the 2015 and 2012 IBC (Section 2210.6 of the 2009 IBC). 4.2 Installation: Installation of screws must be in accordance with the manufacturer s published installation instructions and this evaluation report. The manufacturer s published installation instructions must be available at the jobsite at all times during installation. The screws must be installed perpendicular to the work surface, without predrilled holes, using a screw-driving device with a depth-sensitive nosepiece having a maximum speed not exceed 2,500 rpm. The screws must penetrate into wood framing or through the steel framing as specified in the applicable code. 5.0 CONDITIONS OF USE screws 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 condition: 5.1 The screws must be installed in accordance with the manufacturer s published installation instructions and this evaluation report. If there is a conflict between this report and the manufacturer s published installation instructions, the more restrictive requirements govern. 5.2 The rust-inhibitive (corrosion-resistant) coating on the screws must be suitable for the intended use, as determined by the registered design professional. 5.3 The Suzhou Hongly self-piercing tapping screws and self-drilling tapping screws are manufactured in Suzhou, Jiangsu Province, China, under a qualitycontrol program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Tapping Screw Fasteners (AC118), dated February 2016. 7.0 IDENTIFICATION Suzhou Hongly Hardware Self-piercing and Self-drilling tapping screws described in this evaluation report are marked (stamped) with a special symbol on the top of the heads, as show in Figures 1 and 2, for Suzhou Hongly Hardware Co., Macsim Fastenings PTY, Ltd., and Huttig Building Products, respectively. Packages of Suzhou Hongly Hardware Self-piercing and Self-drilling tapping screws described in this evaluation report are labeled with the report holder or listee name (Suzhou Hongly Hardware Co., Ltd, or Macsim Fastenings PTY, Ltd., or Hutting Building Products) and the manufacturer address, the screw type, size and length, point style, and the evaluation report number (ESR-3483).
ESR-3483 Most Widely Accepted and Trusted Page 3 of 4 DESCRIPTION 1 (Nominal Size-tpi x length, in.) BASIC (NOMINAL) SCREW TABLE 1 SUZHOU HONGLY SELF-PIERCING TAPPING SCREWS NOMINAL HEAD HEAD STYLE THREAD STYLE APPLICABLE STANDARD LENGTH OF LOAD BEARING AREA 2 #6-16 x 1 0.138 0.323 Bugle Fine ASTM C1002 Type S 0.833 #6-16 x 1 1 / 4 0.138 0.323 Bugle Fine ASTM C1002 Type S 1.074 #6-16 x 1 5 / 8 0.138 0.323 Bugle Fine ASTM C1002 Type S 1.449 #7-16 x 2 0.153 0.323 Bugle Fine ASTM C1002 Type S 1.812 #7-16 x 2 1 / 4 0.153 0.323 Bugle Fine ASTM C1002 Type S 2.062 #7-16 x 2 1 / 2 0.153 0.323 Bugle Fine ASTM C1002 Type S 2.312 #8-15 x 1 1 / 4 0.164 0.323 Bugle Fine ASTM C1002 Type S 1.050 #8-15 x 2 0.164 0.323 Bugle Fine ASTM C1002 Type S 1.800 #8-15 x 3 3 0.164 0.323 Bugle Fine ASTM C1002 Type S 2.800 #10-12 x 2 0.193 0.356 Bugle Fine ASTM C1002 Type S 1.750 #10-12 x 2 1 / 2 0.193 0.356 Bugle Fine ASTM C1002 Type S 2.250 #10-12 x 3 3 0.193 0.356 Bugle Fine ASTM C1002 Type S 2.750 #10-12 x 3 1 / 2 3 0.193 0.356 Bugle Fine ASTM C1002 Type S 3.250 #8-15 x 1 1 / 4 0.164 0.437 Modified Truss Fine ASTM C1002 Type A 1.050 #8-15 x 1 5 / 8 0.164 0.437 Modified Truss Fine ASTM C1002 Type A 1.425 #6-9 x 1 0.138 0.323 Bugle Coarse ASTM C1002 Type W 0.833 #6-9 x 1 1 / 4 0.138 0.323 Bugle Coarse ASTM C1002 Type W 1.074 #6-9 x 1 5 / 8 0.138 0.323 Bugle Coarse ASTM C1002 Type W 1.499 #7-9 x 2 0.153 0.323 Bugle Coarse ASTM C1002 Type W 1.731 #7-9 x 2 1 / 4 0.153 0.323 Bugle Coarse ASTM C1002 Type W 2.062 #7-9 x 2 1 / 2 0.153 0.323 Bugle Coarse ASTM C1002 Type W 2.312 #8-9 x 2 0.164 0.323 Bugle Coarse ASTM C1002 Type W 1.667 #8-9 x 2 1 / 2 0.164 0.323 Bugle Coarse ASTM C1002 Type W 2.167 #8-9 x 3 3 0.164 0.323 Bugle Coarse ASTM C1002 Type W 2.667 #10-9 x 1 1 / 2 0.193 0.356 Bugle Coarse ASTM C1002 Type W 1.124 #10-9 x 2 0.193 0.356 Bugle Coarse ASTM C1002 Type W 1.624 #10-9 x 2 1 / 2 0.193 0.356 Bugle Coarse ASTM C1002 Type W 2.124 #10-9 x 3 1 / 2 3 0.193 0.356 Bugle Coarse ASTM C1002 Type W 3.124 #10-9 x 4 3 0.193 0.356 Bugle Coarse ASTM C1002 Type W 3.624 For SI: 1 inch = 25.4 mm. 1 tpi = threads per inch. 2 Length of load-bearing area is the nominal length of the screw minus the distance from the point to the third full thread. See Figure 3. 3 These screws are partially threaded for use to attach minimum 2 layers of 5/8-inch-thick ASTM C1396 Type X gypsum boards to steel studs. DESCRIPTION 1 (Nominal Size-tpi x length, in.) BASIC (NOMINAL) SCREW TABLE 2 SUZHOU HONGLY SELF-DRILLING TAPPING SCREWS NOMINAL HEAD HEAD STYLE THREAD STYLE APPLICABLE STANDARD LENGTH OF LOAD BEARING AREA 2 #6-20 x 1 0.138 0.323 Bugle Fine ASTM C954 0.850 #6-20 x 1 1 / 4 0.138 0.323 Bugle Fine ASTM C954 1.100 #6-20 x 1 5 / 8 0.138 0.323 Bugle Fine ASTM C954 1.475 #7-19 x 1 7 / 8 0.153 0.323 Bugle Fine ASTM C954 1.718 #8-18 x 1 5 / 8 0.164 0.323 Bugle Fine ASTM C954 1.458 #8-18 x 2 0.164 0.323 Bugle Fine ASTM C954 1.833 #8-18 x 1 1 / 4 0.164 0.437 Modified Truss Fine ASTM C954 1.083 #8-18 x 1 5 / 8 0.164 0.437 Modified Truss Fine ASTM C954 1.458 For SI: 1 inch = 25.4 mm. 1 tpi = threads per inch. 2 Length of load-bearing area is the nominal length of the screw minus the distance from the point to the third full thread. See Figure 3.
ESR-3483 Most Widely Accepted and Trusted Page 4 of 4 FIGURE 1 SELF-PIERCING BUGLE AND MODIFIED TRUSS HEAD SCREWS WITH HEAD MARKS (HG: Suzhou Hongly; M: Macsim; H: Huttig) FIGURE 2 SELF-DRILLING BUGLE AND MODIFIED TRUSS HEAD SCREWS WITH HEAD MARKS (HG: Suzhou Hongly; M: Macsim; H: Huttig) FIGURE 3 DESCRIPTION OF LENGTH OF LOAD BEARING AREA