Product Submittal/Substitution Request

Product Submittal/Substitution Request TO: PROJECT: PROJECT LOCATION: SPECIFIED ITEM: Section Page Paragraph Description PRODUCT SUBMIT TAL / SUBSTITUTION REQUESTED: The attached submittal package includes the product description, specifications, drawings, and performance data for use in the evaluation of the request. SUBMITTED B Y: Name: Signature: Company: Address: Date: Telephone: Fax: FOR USE BY THE ARCHITECT AND/OR ENGINEER Approved Approved as Noted Not Approved (If not approved, please briefly explain why the product was not accepted.) By: Date: Remarks: Questions or inquiries? Contact us at ELCO@sbdinc.com, or call.800.43.723 208 ELCO Construction Products

Dril-Flex Structural Self-Drilling Fasteners Offers virtual immunity to hydrogen-assisted stress corrosion cracking for maximum performance in the field Dril-Flex fasteners are specially designed and processed to help prevent hydrogen-induced brittle failures. Each fastener undergoes the unique Flex Technology dual-hardening process to ensure the optimal combination of ductility and hardness required for maximum performance in the field. Testing of this product, in accordance with ASTM standards, has proven that Dril-Flex fasteners provide the same resistance to hydrogen-assisted cracking (HAC) as a Grade fastener. Unique Hardening and Finishing Processes Provide High Performance Hydrogen-Assisted Stress Corrosion Cracking (HASCC) refers to a time-delayed failure that is aggravated or accelerated by hydrogen generated in the application. This is most often encountered and associated with dissimilar metal applications through the galvanic corrosion process. Most self-drilling fasteners, including 40 fasteners, are case or similarly hardened, which provides the necessary hardness for drilling and tapping, but leaves the screws vulnerable to HASCC due to their high surface or core hardness. Dril-Flex fasteners offer the unique Flex Technology dual-hardening process. The self-drilling point and lead tapping threads are selectively hardened to a minimum of HRC 2. The load-bearing portion of the screw is held at or below the critical HRC 34 level. This reduced hardness level also meets SAE J429 Grade and ASTM A449 strength and ductility standards. Dril-Flex fasteners are then coated with silver Stalgard finish to provide superior corrosion resistance and enhanced galvanic compatibility. Fasteners coated with Stalgard finish typically show no red rust or other base metal corrosion on significant surfaces even after 000 hours of % neutral salt spray exposure (ASTM B7). The combination of this unique dual-hardening process and Stalgard finish results in a strong, reliable fastener that can be used where other selfdrillers would fail. Dril-Flex self-drilling fasteners are the ideal fastening solution for demanding construction applications. Distinctive circled Elco logo headmark Stalgard finish provides corrosion resistance Features Self-drilling point Lower-hardness (HRC 28 34) load-bearing section provides ductility Higher-hardness (HRC 2 min.) drill point and lead threads for reliable drilling Higher hardness (HRC 2 min.) point and lead threads Lower-hardness (HRC 28 34) load bearing threads Silver Stalgard multi-layered corrosion resistant finish Benefits Virtually immune to delayed HASCC brittle failures found with other hardened fasteners Provides the same high resistance to hydrogen-assisted failure as a Grade fastener Precision self-drilling point ensures consistent, reliable drilling and tapping Eliminates separate drilling and tapping operations Corrosion resistance superior to zinc- or cadmium-based finishes Provides enhanced galvanic compatibility in dissimilar metal applications Approvals: COLA (City of Los Angeles) Research Report #209 Product Information Dril-Flex Structural Self-Drilling Fasteners

Selection Guide #0- With /" Hex Washer Head #0- With #2 Phillips Pan Head Catalog No. Description Point L Load-Bearing Area Finish Carton Qty. Carton Weight EAF430 0- x 3/4" #3.00" Stalgard,000 48 EAF40 0- x -/2" #3.00" Stalgard 2,00 30 EAF470 0- x 2" #3.0" Stalgard 2,000 28 EAF480 0- x 2-/2" #3.83" Stalgard,00 2 EDX44 0- x 3/4" #2.00" Stalgard,000 3 #0-24 With #2 Phillips Wafer Head EBL30 0-24 x -/4" #3.70" Stalgard,000 44 #-4 With /" Hex Washer Head EAF2* -4 x 7/8" #3.470" Stalgard,000 4 EAF4-4 x " #3.00" Stalgard 4,000 44 EAF8-4 x -/2" #3.00" Stalgard 2,00 38 EAF7-24 x -3/4" #.800" Stalgard 2,00 48 EAF90-4 x 2" #3.0" Stalgard 2,000 37 EAF7-4 x 3" #3 2.0" Stalgard,000 27 #-4 With #3 Phillips Undercut Flat Head EBL2-4 x " #3.00" Stalgard 4,000 3 EBL223-4 x -/2" #3.00" Stalgard 2,00 2 /4-4 With 3/8" Hex Washer Head EAF8 /4-4 x " #3.40" Stalgard 3,000 4 EAF84 /4-4 x -/2" #3.90" Stalgard 2,000 4 EAF84 /4-4 x 2" #3.4" Stalgard,00 4 /4-20 With 3/8" Hex Washer Head EAF87 /4-20 x -/2" #4.830" Stalgard 2,000 48 EAF88 /4-20 x 2" #4.33" Stalgard,00 4 EAF8 /4-20 x -/8" #4.00" Stalgard 2,00 EAF888 /4-20 x -3/4" #.800" Stalgard,000 27 EAF890 /4-20 x 2-/2" #4.830" Stalgard,000 4 EAF900 /4-20 x 3-3/8" #4 2.70" Stalgard 00 22 EAF90 /4-20 x 4" #4 3.0" Stalgard 00 23 /4-20 With #3 Phillips Undercut Flat Head /-8 With 3/8" Hex Washer Head EBL330 /4-20 x 3" #4 2.0" Stalgard 00 20 EBL340 /4-20 x 4" #4 3.0" Stalgard 00 23 EAF940 /-8 x -/2" #3.80" Stalgard,000 37 /-24 With 3/8" Hex Washer Head EAF90 /-24 x -/2" #4.80" Stalgard,000 40 EAF970 /-24 x 2" #4.3" Stalgard,000 49 * EAF2 is for aluminum applications ONLY. Fasteners shown are in-stock. Other head styles, threads, lengths and drilling capabilities can be produced to meet specific application needs. IMPORTANT: to ensure proper performance, only the load-bearing area should be engaged in the material being fastened.

COMPARISON TO STAINLESS STEEL FASTENERS 300 series stainless steel fasteners will not rust, and, because of their low hardness, they also provide high resistance to hydrogen embrittlement failures. However, because plain-finished stainless steel is galvanically incompatible with certain building materials including steel and aluminum it can cause other problems (see chart) when combined with these materials. Stainless steel fasteners trigger a sacrificial action in the aluminum or steel panel, which can lead to degradation of the panel and loosening of the fastener. The dual-hardening process allows Dril-Flex fasteners to provide high strength and resistance to hydrogen embrittlement failures. Their unique Stalgard finish provides corrosion resistance several times greater than other commonly-used finishes. Fasteners coated with Stalgard finish typically show no red rust or other base metal corrosion on significant surfaces even after 000 hours of % neutral salt spray exposure (ASTM B7). If the environment is corrosive enough to significantly affect the Stalgard finish, the potential for significant degradation of the aluminum/stainless steel assembly would also exist. Galvanic Series Anodic End Metal/Alloy EMF (v) Magnesium... -.0 Zinc... -.0 Alum (000, 000, 7000)... -.7 Iron, Low Alloy Steels... -.70 Alum (2000)... -.0 Lead... -. 8% Chromium Steel... -.3 Naval Brass... -.30 Brass, Bronze... -.2 Austenitic Stainless (300 Series)... -.20 Nickel... -. Silver... 0 Gold... + Cathodic End In the presence of moisture, materials higher on the list will be sacrificial to materials lower on the list. The greater the EMF differential, the greater the sacrificial action of the anode to the cathode in a galvanic cell. EMBRITTLEMENT TESTING Embrittlement testing of Dril-Flex fasteners was performed in accordance to ASTM F4-0, Standard Test Method for Measurement of Hydrogen Embrittlement in Steel by the Incremental Loading Method. Fastener lots were tested to determine their Threshold Stress Limits for both Internal Hydrogen Embrittlement and Environmental Hydrogen Embrittlement. Threshold Stress Limit is the stress level below which no time-dependent cracking will occur. Above this level, subcritical cracking that leads to time-delayed fracture or embrittlement may occur if the fastener is exposed to a hydrogen environment. Embrittlement Test Results Dril-Flex fasteners have a hardness range of HRC 28 34, which is roughly equivalent to a SAE Grade fastener (HRC 2 34). Dril-Flex fasteners showed resistance to the effect of hydrogen-assisted cracking when loaded to 7% of their tensile strength. This is within accepted industry guidelines for in service loading conditions. Dril-Flex fasteners showed no degradation or failures in tensile strength below their Ultimate Tensile Strength. Shear and Pull-Out VALUES Pull-out Tests Steel Pull-out values shown are in lbs. Screw Size Shear Tests Steel Shear values shown are in lbs. Screw Size Point Type Point Type Drill Cap. Drill Cap. Steel 8 4 /8 3/ /4 / 0-3.0 39 0 34 9 93-4 3.87 39 27 70 78 20 2898 /4-4 3.87 398 30 8 90 224 399 /4-20 4.3 49 9 229 2928 3 4488 /-24 4.3 248 273 422 424 22 8-8 gage 8-4 gage - gage Steel 4-4 gage /8"- 3/" 3/"- /4" /4"- gage 0-3.0 32 733 42-4 3.87 3 28 8 /4-4 3.87 39 233 8 247 200 /4-20 4.3 30 208 82 240 284 280 270 /-24 4.3 48 283 47 Pull-out Tests Aluminum Pull-out values shown are in lbs. Screw Size Point Type Drill Cap. Aluminum 03-T /8" /4" 3/8" 0-3.0-4 3.87 939 228 /4-4 3.87 003 2424 /4-20 4.3 897 207 383 /-24 4.3 043 2 Shear Tests Aluminum Shear values shown are in lbs. Screw Point Drill Aluminum 03-T Size Type Cap. /8" - /8" /8" - /4" 0-3.0 4-4 3.87 797 2483 /4-4 3.87 99 2883 /4-20 4.3 200 292 /-24 4.3 849 292 NOTE: All test setups and dimensions were as limited and outlined in AISI Test Method for Mechanically Fastened Cold-Formed Steel Connections (CF92-) document. Performance values listed are ultimate values obtained under laboratory conditions. Appropriate safety factors should be applied for design purposes.

SPECIFICATIONS Applications: Metal (including aluminum) to steel structurals like those found in curtainwall and solar panel systems Short Form Specification: Dual-hardened fastener with self-drilling point and self-tapping thread that meets SAE J429 Grade and ASTM A449 strength and ductility requirements. Approvals/Listings: COLA (City of Los Angeles) Research Report #209 Diameters: #0, #, /4", /" DESIGNING WITH DRIL-FLEX FASTENERS Download CAD files from our web site at www.elcoconstruction.com or contact Elco Construction Products for a free disk containing CAD drawings and specifications. QUALITY CONTROL Dril-Flex fasteners are produced under lot control conditions. Each production run is sampled and checked for two key conditions. First, that the lower hardness zone extends down the shank to the length specified, and second, that the hardness in that zone is per the specifications. Documentation is retained for a period of five years. Lot numbers are marked on every box of product. Head Styles: Hex washer, undercut flat, pan and wafer; custom heads styles available Thread Form: Self-tapping Point Type: Self-drilling Material: Special alloy steel Finish: Silver-colored Stalgard corrosion-resistant finish withstands a minimum of 000 hours salt spray per ASTM B7 standards Inspection In-place inspection can be made by identifying the special Dril-Flex headmarking. This is a combination of two markings: an Elco logo surrounded by a raised circle. Actual load-bearing area varies per fastener size. Please refer to chart on page 2 of this brochure for more information. Elco logo raised circle hex washer head shown Installation Tools: Standard 4. min. amp screw gun that has a torque-limiting and/or depth-sensitive nose piece. QUALITY Flex TECHNOLOGY PRODUCTS Bi-Flex bi-metal self-drilling fasteners with Stalgard GB coating for metal applications, including aluminum, in demanding environments Aggre-gator bi-metal anchors with Stalgard GB coating for concrete applications, including exposed/wet areas ConFlex large diameter masonry fasteners with Stalgard coating in 3/8" and /2" diameters Alumi-Flex 302 stainless steel drill screws with Stalgard GB coating Visit www.elcoconstruction.com for more information on these and other quality fastening systems from Elco Construction Products. Elco Construction Products 70 E. Joppa Road Towson MD 28 Phone: 800.43.723 www.elcoconstruction.com Elco, Stalgard, Dril-Flex, Flex Technology, Bi-Flex, Aggre-gator, ConFlex and Alumi-Flex are trademarks of Elco Construction Products. 20 Elco Construction Products. All rights reserved. Rev. 08/8

0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 87 (2) 99 043 www.icc es.org ESR 3332 Reissued 09/208 This report is subject to renewal 09/209. DIVISION: 0 00 00 METALS SECTION: 0 0 23 METAL FASTENINGS REPORT HOLDER: ELCO CONSTRUCTION PRODUCTS EVALUATION SUBJECT: DRIL FLEX SELF DRILLING STRUCTURAL FASTENERS 204 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 208 ICC Evaluation Service, LLC. All rights reserved.

ICC-ES Evaluation Report www.icc-es.org (800) 423-87 (2) 99-043 ESR-3332 Reissued September 208 This report is subject to renewal September 209. A Subsidiary of the International Code Council DIVISION: 0 00 00 METALS Section: 0 0 23 Metal Fastenings REPORT HOLDER: ELCO CONSTRUCTION PRODUCTS EVALUATION SUBJECT: DRIL-FLEX SELF-DRILLING STRUCTURAL FASTENERS ADDITIONAL LISTEE: HILTI, INC. PRODUCT NAME: KWIK-FLEX SELF DRILLING S.0 EVALUATION SCOPE Compliance with the following codes: 20, 20, 2009 and 200 International Building Code (IBC) 20, 20 and 2009 International Residential Code (IRC) Property evaluated: Structural 2.0 USES Elco Dril-Flex and Hilti Kwik-Flex Self-Drilling Structural Fasteners are used in engineered connections of coldformed steel members. The fasteners may be used under the IRC when an engineered design is submitted for review in accordance with IRC Section R30..3. 3.0 DESCRIPTION 3. General: Elco Dril-Flex and Hilti Kwik-Flex Self-Drilling Structural Fasteners are proprietary, self-drilling tapping screws that have a dual heat treatment and that are coated with a corrosion-preventive coating identified as Silver Stalgard. The drill point and lead threads of the screws are heattreated to a relatively high hardness to facilitate drilling and thread forming. The balance of the fastener is treated to a lower hardness complying with the hardness limits for SAE J429 Grade screws and the hardness limits for ASTM A449-0 Type screws. The threaded portion of the screw with the lower hardness is considered the loadbearing area, used to transfer loads between connected elements. See Figures 0, and. Table provides screw descriptions (size, tpi, length), nominal diameters, head styles, head diameters, point styles, drilling capacities and length of load-bearing area. 3.. EDX44 (Type ): The EDX44 screw is a #0, coarse threaded screw with a phillips pan head. See Figure. 3..2 EAF430, EAF40, EAF470, EAF480 (Type 2): These screws are #0, coarse threaded screws with an indented hex washer head. See Figure 2. 3..3 EAF2, EAF4, EAF8, EAF90, EAF7 (Types 3 and 4): These screws are #, coarse threaded screws with an indented hex washer head. See Figure 3. 3..4 EAF7 (Type ): The EAF7 screw is a #, fine threaded screw with an indented hex washer head. See Figure 4. 3.. EAF8, EAF84, EAF84 (Type ): These screws are / 4 -inch-diameter, coarse threaded screws with an indented hex washer head. See Figure. 3.. EAF8, EAF87, EAF88, EAF890 (Type 7): These screws are / 4 -inch-diameter, fine threaded screws with an indented hex washer head. See Figure. 3..7 EAF888 (Type 8): The EAF888 screw is a / 4 -inchdiameter, fine threaded screw with an indented hex washer head. The lead threads have a design identified by the manufacturer as Round Body Taptite. See Figure 7. 3..8 EAF900, EAF90 (Types 9 and 0): These screws are / 4 -inch-diameter, partially threaded, fine threaded screws with an indented hex washer head. 3..9 EAF940 (Type ): The EAF940 screw is a / -inch-diameter, fine threaded screw with an indented hex washer head. The lead threads have a design identified by the manufacturer as Round Body Taptite. See Figure 8. 3..0 EAF90, EAF970 (Type ): These screws are / -inch-diameter, fine threaded screws with an indented hex washer head. At the lead end of the screw, the shank of the screw is notched to form a shank slot. See Figure 9. 3.2 Screw Material: The screws are formed from alloy steel wire complying with the manufacturer s specifications. The screws are heattreated to a through-hardness of 28 to 34 HRC. The drilling point and lead threads are heat-treated to a minimum of 2 HRC. 3.3 Connected Material: The connected steel materials must comply with one of the standards listed in Section A2.. of AISI S00- (Section A2 of AISI S00-07 for the 20 and 2009 IBC, AISI-NAS for the 200 IBC) and must have the minimum thickness, yield strength and tensile strength shown in the tables in this report. 4.0 DESIGN AND INSTALLATION 4. Design: 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 208 ICC Evaluation Service, LLC. All rights reserved. Page of

ESR-3332 Most Widely Accepted and Trusted Page 2 of Elco Dril-Flex and Hilti Kwik-Flex Self-Drilling Structural Fasteners are recognized for use in engineered connections of cold-formed steel construction. Design of the connections must comply with Section E4 of AISI S00 (AISI-NAS for the 200 IBC). Nominal and available fastener tension and shear strengths for the screws are shown in Table 2. Available connection shear, pull-over and pull-out capacities are given in Tables 3, 4 and, respectively. For tension connections, the lowest of the available fastener tension strength, pull-over strength and pull-out strength, in accordance with Tables 2, 4 and, respectively, must be used for design. For shear connections, the lower of the available fastener shear strength and the shear (bearing) strength, in accordance with Tables 2 and 3, respectively, must be used for design. Design provisions for tapping screw connections subjected to combined shear and torsion loading are outside the scope of the report. The connection shear strength is for connections where the connected steel elements are in direct contact with one another. For screws used in framing connections, in order for the screws to be considered fully effective, the minimum spacing between the fasteners and the minimum edge distance must be three times the nominal diameter of the screws, except when the edge is parallel to the direction of the applied force, the minimum edge distance must be. times the nominal screw diameter. When the spacing between screws is 2 times the fastener diameter, the connection shear strength values in Table 3 must be reduced by 20 percent (Refer to Section D. of AISI S200). For screws used in applications other than framing connections, the minimum spacing between fasteners must be three times the nominal screws diameter and the minimum edge and end distance must be. times the nominal screw diameter. Additionally, under the 2009 and 200 IBC, when the distance to the end of the connected part is parallel to the line of the applied force, the allowable connection shear strength determined in accordance with Section E4.3.2 of Appendix A of AISI S00-07 (AISI NAS for the 200 IBC) must be considered. Connected members must be checked for rupture in accordance with Section E of AISI S00- for the 20 IBC (Section E of AISI S00-07/S2-0 for the 20 IBC; Section E of AISI S00-07 for the 2009 IBC). When tested for corrosion resistance in accordance with ASTM B7, the screws meet the minimum requirement listed in ASTM F94, as required by ASTM C3, with no white corrosion after three hours and no red rust after twelve hours. 4.2 Installation: Installation of Elco Dril-Flex and Hilti Kwik-Flex Self- Drilling Structural Fasteners must be in accordance with the manufacturer s published installation instructions and this report. The manufacturer s published installation instructions must be available at the jobsite at all times during installation. Screw length and point style must be selected by considering, respectively, the length of load-bearing area and the drilling capacities shown in Table. The fasteners must be installed without predrilling holes in the receiving member of the connection. The drilling function of the fastener must be completed prior to the lead threads of the fastener engaging the metal. When the total connection thickness exceeds the maximum drilling capacity shown in Table, clearance holes must be provided in the attached material to reduce the thickness to be drilled by the screw. Clearance holes must be 3 / 4, / 4, 7 / 4 and 2 / 4 inch (.2,.9,.7 and 8.3 mm) in diameter for #0, #, / 4 -inch-diameter and / -inch-diameter (4.7,.3,.4 and 7.9 mm) fasteners, respectively. The screw must be installed perpendicular to the work surface using a,200 to 2,00 rpm screw gun incorporating a depth-sensitive or torque-limiting nose piece. The screw must penetrate through the supporting metal with a minimum of three threads protruding past the back side of the supporting metal..0 CONDITIONS OF USE The Elco Dril-Flex and Hilti Kwik-Flex Self-Drilling Structural Fasteners described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section.0 of this report, subject to the following conditions:. The fasteners must be installed in accordance with the manufacturer s published installation instructions and this report. If there is a conflict between the manufacturer s published installation instructions and this report, the more severe requirements govern..2 The allowable connection capacities specified in Section 4. are not to be increased when the fasteners are used to resist short-duration loads, such as wind or seismic forces..3 The utilization of the nominal connection capacities contained in this evaluation report, for the design of cold-formed steel diaphragms, is outside the scope of this report..4 Drawings and calculations verifying compliance with this report and the applicable code must be submitted to the code official for approval. The drawings and calculations are to be prepared by a registered design professional when required by the statutes of the jurisdiction in which the project is to be constructed.. The fasteners are manufactured under a qualitycontrol program with inspections by ICC-ES..0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Tapping Screw Fasteners (AC8), dated February 20. 7.0 IDENTIFICATION 7. The Elco Dril-Flex and Hilti Kwik-Flex self-drilling tapping screws are marked with a on the top surface of the screw heads, as shown in Figures through 9. Packages of self-drilling tapping screws are labeled with the report holder or listee name (Elco Construction Products or Hilti, Inc.) and address, product brand name (Dril-Flex or Kwik-Flex ), product number or item number, size and length, point style and the evaluation report number (ESR-3332). 7.2 The report holder s contact information is the following: ELCO CONSTRUCTION PRODUCTS 302 KERR DRIVE DECORAH, IOWA 20 (800) 43-723 www.elcoconstruction.com infoelco@sbdinc.com 7.3 The Additional Listee s contact information is the following: HILTI, INC. 720 DALLAS PARKWAY, SUITE 000 PLANO, TEXAS 7024 (800) 879-8000 www.us.hilti.com

ESR-3332 Most Widely Accepted and Trusted Page 3 of TYPE ELCO PRODUCT NUMBER TABLE ELCO DRIL-FLEX SELF-DRILLING STRUCTURAL FASTENERS HILTI ITEM NUMBER DESCRIPTION (nom. size-tpi x length) NOMINAL DIAMETER HEAD STYLE HEAD DIAMETER POINT STYLE DRILLING CAPACITY Min. Max. LENGTH OF LOAD BEARING AREA 2 EDX44 03409732 #0-x 3 / 4 0.90 PPH 0.3 2 0. 0.0 0.38 2 3 EAF430 004083 #0-x 3 / 4 0.90 IHWH 0.399 3 0. 0.0 0.38 EAF40 0348972 #0-x / 2 0.90 IHWH 0.399 3 0. 0.0.00 EAF470 0348234 #0-x2 0.90 IHWH 0.4 3 0. 0.0.0 EAF480 03492 #0-x2 / 2 0.90 IHWH 0.399 3 0. 0.0.83 EAF2 0008772 #-4x 7 / 8 0.2 IHWH 0.4 3 0. 0.87 0.38 EAF4 000874 #-4x 0.2 IHWH 0.4 3 0. 0.87 0.0 EAF8 0008747 #-4x / 2 0.2 IHWH 0.4 3 0. 0.87.00 EAF90 000089 #-4x2 0.2 IHWH 0.4 3 0. 0.87.0 4 EAF7 03077 #-4x3 0.2 IHWH 0.00 2 0. 0.0 2.3 EAF7 034823 #-24x 3 / 4 0.2 IHWH 0.4 0. 0.00 0.80 7 EAF8 0008748 EAF84 0008749 EAF84 0000898 EAF8 03003 EAF87 000004 EAF88 0000042 EAF890 000043 8 EAF888 034823 9 EAF900 034494 0 EAF90 034394 EAF940 03030 For SI: inch = 2.4 mm. EAF90 0300009 EAF970 0343228 / 4-4x 0.20 IHWH 0.00 3 0. 0.20 0.4 / 4-4x / 2 0.20 IHWH 0.00 3 0. 0.20 0.9 / 4-4x2 0.20 IHWH 0.00 3 0. 0.20.4 / 4-20x / 8 0.20 IHWH 0.00 4 0. 0.3 0.0 / 4-20x / 2 0.20 IHWH 0.00 4 0. 0.3 0.83 / 4-20x2 0.20 IHWH 0.00 4 0. 0.3.33 / 4-20x2 / 2 0.20 IHWH 0.00 4 0. 0.3.83 / 4-20x 3 / 4 0.20 IHWH 0.00 0. 0.00 0.80 / 4-20x3 3 / 8 0.20 IHWH 0.00 3 0. 0.20 2.70 / 4-20x4 0.20 IHWH 0.00 4 0. 0.3 3.0 / -8x / 2 0.33 IHWH 0.00 3 0. 0.3 0.80 / -24x / 2 0.33 IHWH 0.00 4 0. 0.3 0.80 / -24x2 0.33 IHWH 0.00 4 0. 0.3.2 Head styles: IHWH = Indented Hex Washer Head; PPH = Phillips Pan Head. 2 The Length of Load Bearing Area is based on the length of the threaded portion of the screw that is heat treated to HRC 28-34, and represents the limit of the total thickness of the connected elements. See Sections 3. and 4.2 and Figures 0 through for further clarification. TYPE SIZE TABLE 2 FASTENER SHEAR AND TENSION STRENGTH, pounds-force,2,3 NOMINAL STRENGTH (TESTED) ALLOWABLE STRENGTH (ASD) Ω=3 DESIGN STRENGTH (LRFD) Φ=0. Shear, P ss Tension, P ts Shear, P ss /Ω Tension, P ts /Ω Shear, ΦP ss Tension, ΦP ts #0-2 2273 09 78 73 3 2 #0-43 227 488 79 732 38 3, 4 #-4 992 32 4 072 99 08 #-24 203 477 834 392 2 2088 / 4-4 292 433 897 44 34 282 7, 9, 0 / 4-20 29 4729 88 7 330 234 8 / 4-20 27 49 872 40 308 2309 / -8 48 8070 23 290 2284 403 / -24 47 877 824 299 273 4379 For SI: inch = 2.4 mm, lbf = 4.4 N. For tension connections, the lower of the available fastener tension strength, pullover strength, and pull-out strength found in Tables 2, 4 and, respectively, must be used for design. 2 For shear connections, the lower of the available fastener shear strength and the allowable shear (bearing) capacity found in Tables 2 and 3, respectively, must be used for design. 3 Nominal strengths are based on laboratory tests.

ESR-3332 Most Widely Accepted and Trusted Page 4 of TYPE DESIGNATION TABLE 3 SHEAR (BEARING) CAPACITY OF CONNECTIONS, pounds-force,2,3,4, NOMINAL DIAMETER DESIGN THICKNESS 0.048-0.048 0.048-0.07 0.00-0.00 0.07-0.07 ALLOWABLE STRENGTH (ASD) / 8 "- 3 / " 3 / "- / 4 " #0-0.90 289 289 404 - - - - 2 #0-0.90 39 39 43 - - - - 3, 4 #-4 0.2 3 73 3 497 - - - / 4-4 0.20 377 2 20 38 - - 7, 8 / 4 "-0.0" / 4-20 0.20 38 7,8 2 7,8 33 8 70 8 9 9 24 9 4 9 / -8 0.33 408 22 89 - - - / -24 0.33 - - - - 347 984 887 DESIGN STRENGTH (LRFD) #0-0.90 433 433 0 - - - - 2 #0-0.90 90 3 724 - - - - 3, 4 #-4 0.2 9 97 820 79 - - - 7, 8 / 4-4 0.20 03 00 833 08 02 / 4-20 0.20 7 7,8 842 7,8 82 8 072 8 92 9 999 9 88 9 / -8 0.33 3 99 897 42 - - - / -24 0.33 - - - - 2 7 49 For SI: inch = 2.4 mm, lbf = 4.4 N, ksi =.89 Mpa. Available strengths are based on laboratory tests, with safety factors/resistance factors calculated in accordance with AISI S00. 2 For shear connections, the lower of the available fastener shear strength and the available shear (bearing) capacity must be used for design. 3 Values are based on steel members with a minimum yield strength of F y = 33 ksi and a minimum tensile strength of F u = 4 ksi. 4 Available capacity for other member thickness may be determined by interpolating within the table. Unless otherwise noted, when both steel sheets have a minimum specified tensile strength F u 8 ksi, multiply tabulated values by.29 and when both steel sheets have a minimum tensile strength F u ksi steel, multiply tabulated values by.44. The first number is the thickness of the steel sheet in in contact with the screw head (top sheet). The second number is the thickness of the steel sheet not in contact with the screw head (bottom sheet). 7 When both steel sheets have a minimum specified tensile strength of F u ksi (e.g. ASTM A3 SS Grade 40), multiply tabulated values by.22. 8 When both steel sheets have a minimum specified tensile strength of F u 2 ksi (e.g. ASTM A3 SS Grade 37), multiply tabulated values by.. 9 When both steel sheets have a minimum specified tensile strength of F u 8 ksi (e.g. ASTM A3), multiply tabulated values by.29. TYPE TABLE 4 TENSILE PULL-OVER CAPACITY OF CONNECTIONS, pounds-force,3,4,, DESIGNATION NOMINAL DIAMETER MINIMUM EFFECTIVE PULL-OVER DIAMETER DESIGN THICKNESS OF MEMBER IN CONTACT WITH HEAD 0.048 0.00 0.07 0.0 ALLOWABLE STRENGTH (ASD) #0-0.90 0.37 38 48 2 48 2 48 2 48 2 - - - 2 #0-0.90 0.384 4 48 2 48 2 48 2 48 2 - - - 3, 4 #-4 0.2 0.398 430 37 72 734 2 734 2 734 2 - - #-24 0.2 0.398 430 37 72 734 2 734 2 734 2 734 2 734 2 / 4-4 0.20 0.480 8 48 80 2 2 2 - - 7, 8 / 4-20 0.20 0.480-48 80 2 2 2 2 2 / -8 0.33 n/a 2 - - - 9 2 9 2 - - - / -24 0.33 n/a 2 - - - 32 2 32 2 32 2 32 2 32 2 DESIGN STRENGTH (LRFD) #0-0.90 0.37 78 723 78 2 78 2 78 2 - - - 2 #0-0.90 0.384 22 778 78 2 78 2 78 2 - - - 3, 4 #-4 0.2 0.398 4 80 007 92 2 92 2 92 2 - - #-24 0.2 0.398 4 80 007 92 2 92 2 92 2 92 2 92 2 / 4-4 0.20 0.480 778 972 70 830 2 830 2 - - 7, 8 / 4-20 0.20 0.480-972 70 830 2 830 2 830 2 830 2 / -8 0.33 n/a 2 - - - 87 2 87 2 - - - / -24 0.33 n/a 2 - - - 2 2 2 2 2 2 2 2 2 2 For SI: inch = 2.4 mm, lbf = 4.4 N, ksi =.89 Mpa. Available strengths are based on calculations in accordance with AISI S00, unless otherwise noted. 2 Available strengths are based on laboratory tests, with safety factors/resistance factors calculated in accordance with AISI S00, or on the shear strength of the integral washer. Increasing values for higher steel tensile strength per Note is not allowed. 3 For tension connections, the lowest of the available pull-out, pull-over, and fastener tension strength must be used for design. 4 Values are based on steel members with a minimum yield strength of F y = 33 ksi and a minimum tensile strength of F u = 4 ksi. Available capacity for other member thickness may be determined by interpolating within the table. For steel with a minimum tensile strength F u 8 ksi, multiply tabulated values by.29 and for steel with a minimum tensile strength F u ksi steel, multiply tabulated values by.44. / 8 " 3 / " / 4 " / "

ESR-3332 Most Widely Accepted and Trusted Page of TYPE TABLE TENSILE PULL-OUT CAPACITY OF CONNECTIONS, pounds-force,2,3,4, DESIGNATION NOMINAL DIAMETER DESIGN THICKNESS OF MEMBER NOT IN CONTACT WITH HEAD 0.048 0.00 0.07 0.0 ALLOWABLE STRENGTH (ASD) #0-0.90 3 93 23 307 297 - - - 2 #0-0.90 3 93 23 307 297 - - - 3, 4 #-4 0.2 32 20 24 328 0 - - / 4-4 0.20 3 207 2 342 899 - - 7, 8, 9, 0 / 4-20 0.20-204 20 423 24 7 94 7 044 0 / -8 0.33 - - - 20 707 - - - / -24 0.33 - - - 49 37 724 89 424 DESIGN STRENGTH (LRFD) #0-0.90 27 309 378 492 47 - - - 2 #0-0.90 27 309 378 492 47 - - - 3, 4 #-4 0.2 2 328 423 2 8 04 - - 7, 8, 9, 0 / 4-4 0.20 20 33 409 48 897 439 - - / 4-20 0.20-32 4 77 838 7 42 7 70 930 / -8 0.33 - - - 832 3 - - - / -24 0.33 - - - 73 09 9 903 2279 For SI: inch = 2.4 mm, lbf = 4.4 N, ksi =.89 Mpa. Available strengths are based on laboratory tests, with safety factors/resistance factors calculated in accordance with AISI S00. 2 For tension connections, the lowest of the available pull-out, pull-over, and fastener tension strength must be used for design. 3 Values are based on steel members with a minimum yield strength of F y = 33 ksi and a minimum tensile strength of F u = 4 ksi. 4 Available capacity for other member thickness may be determined by interpolating within the table. Unless otherwise noted, for steel with a minimum tensile strength F u 8 ksi, multiply tabulated values by.29 and for steel with a minimum tensile strength F u ksi steel, multiply tabulated values by.44. When both steel sheets have a minimum specified tensile strength of F u 2 ksi (e.g. ASTM A3 SS Grade 37), multiply tabulated values by.. 7 When both steel sheets have a minimum specified tensile strength of F u 8 ksi (e.g. ASTM A3), multiply tabulated values by.29. / 8 " 3 / " / 4 " / " FIGURE #0- PHILLIPS PAN HEAD (TYPE ) FIGURE 7 / 4-20 INDENTED HEX WASHER HEAD ROUND BODY TAPTITE (TYPE 8 ) FIGURE 2 #0- INDENTED HEX WASHER HEAD (TYPE 2 ) FIGURE 8 / -8 INDENTED HEX WASHER HEAD ROUND BODY TAPTITE (TYPE ) FIGURE 3 #-4 INDENTED HEX WASHER HEAD (TYPE 3 AND 4 ) FIGURE 9 / -24 INDENTED HEX WASHER HEAD WITH SHANK SLOT (TYPE ) FIGURE 4 #-24 INDENTED HEX WASHER HEAD (TYPE ) FIGURE 0 PHILLIPS PAN HEAD AND INDENTED HEX WASHER HEAD LOAD BEARING AREA FIGURE / 4-4 INDENTED HEX WASHER HEAD (TYPE ) FIGURE INDENTED HEX WASHER HEAD WITH SHANK SLOT LOAD BEARING AREA FIGURE / 4-20 INDENTED HEX WASHER HEAD TYPE 7 FIGURE INDENTED HEX WASHER HEAD ROUND BODY TAPTITE LOAD BEARING AREA

ICC-ES Evaluation Report www.icc-es.org (800) 423-87 (2) 99-043 ESR-3332 FBC Supplement Reissued September 208 This report is subject to renewal September 209. A Subsidiary of the International Code Council DIVISION: 0 00 00 METALS Section: 0 0 23 Metal Fastenings REPORT HOLDER: ELCO CONSTRUCTION PRODUCTS EVALUATION SUBJECT: DRIL-FLEX SELF-DRILLING STRUCTURAL FASTENERS.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the fasteners, recognized in ICC-ES master evaluation report ESR-3332, have also been evaluated for compliance with the codes noted below. Applicable code editions: 204 Florida Building Code Building (FBC-B) 204 Florida Building Code Residential (FBC-R) 2.0 CONCLUSIONS The fasteners, described in Sections 2.0 through 7.0 of the master evaluation report, ESR-3332, comply with the Florida Building Code Building and the Florida Building Code Residential when designed and installed in accordance with the International Building Code (IBC) provisions noted in the master evaluation report, and the following conditions apply: Design wind loads must be based on Section 09 of the Florida Building Code Building or Section 30.2.. of the Florida Building Code Residential, as applicable. Load combinations must be in accordance with Section 0.2 or Section 0.3 of the Florida Building Code Building, as applicable. Use of the fasteners have also been found to be in compliance with the High-Velocity Hurricane Zone provisions on the Florida Building Code Building and the Florida Building Code Residential under the condition that the design wind loads must be based on Section 0 of the Florida Building Code Building, as applicable. 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, reissued September 208. 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 208 ICC Evaluation Service, LLC. All rights reserved. Page of