Accepted and Trusted - Pneutek, Inc.

1 A Subsidiary of 0 000 Most Widely Accepted and Trusted ICC ES Report ESR 2941 Reissued 08/2016 This report is subject to renewal 08 ES | (800) 423 6587 | (562) 699 0543 | 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.

2 Copyright 2016 ICC Evaluation Service, LLC. All rights reserved. 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence Look for the Trusted marks of Conformity! DIVISION: 05 00 00 METALS SECTION: 05 05 23 METAL FASTENINGS SECTION: 05 31 00 STEEL DECKING REPORT HOLDER: PNEUTEK, INC. 17 FRIARS DRIVE HUDSON, NEW HAMPSHIRE 03051 EVALUATION SUBJECT: STEEL DECK DIAPHRAGMS ATTACHED WITH PNEUTEK K66062, K66075, K64062, K64075, SDK63075 AND SDK61075 FRAME FASTENERS 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.

3 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 52 1000 ICC-ES Evaluation Report ESR-2941 Reissued August 2016 This report is subject to renewal August 2018. | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 05 00 00 METALS Section: 05 05 23 Metal Fastenings Section: 05 31 00 Steel Decking REPORT HOLDER: PNEUTEK, INC.

4 17 FRIARS DRIVE HUDSON, NEW HAMPSHIRE 03051 (800) 431-8665 EVALUATION SUBJECT: STEEL DECK DIAPHRAGMS ATTACHED WITH PNEUTEK K66062, K66075, K64062, K64075, SDK63075, AND SDK61075 FRAME FASTENERS EVALUATION SCOPE Compliance with the following code: 2012, 2009 and 2006 International Building Code (IBC) 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 USES The Pneutek K66062, K66075, K64062, K64075, SDK63075 and SDK61075 fasteners attach steel deck panels to supporting steel framing (support) members for use as horizontal diaphragms.

5 DESCRIPTION Pneutek Fasteners: Pneutek fasteners are power-driven fasteners manufactured from carbon steel and heat-treated to a Rockwell C hardness of 52-56 and a minimum tensile strength of 240,000 psi (1 654 800 kPa). The fasteners have a nominal head diameter of 1/2 inch and are coated with mechanically deposited zinc per ASTM B695-04 (2009). See Table 2 for Pneutek fastener properties. Steel Roof Deck Diaphragms: Steel Deck: Steel decks must be 16-gage [ inch ( mm)], 18-gage [ ( mm)], 20-gage [ ( mm)], or 22-gage [ ( mm)] B Deck-Standing Seams, B Deck-Nestable Seams, N Deck-Standing Seams, or N Deck-Nestable Seams.

6 The steel decks must be cold-formed from ASTM A653 or ASTM A1008 SS Grade 33 steel. The steel decks must have dimensions in accordance with Figure 1. Structural Steel Supports: Structural steel supports (panel ends, interior supports, and framing members) must be minimum ASTM A36 grade steel. Structural Steel Support Connections: Connections of steel deck to supporting structural steel must be accomplished by the Pneutek fasteners. See Figure 2 for Pneutek Support Fastener Details.

7 Sidelap Connections of Steel Decks: Connections of steel deck sidelaps must be accomplished by using either button punches or No. 10 self-drilling screws. The No. 10 screws must be minimum 3/4-inch-long ( mm), self-drilling, hex-washer head steel screws conforming to ASTM C1513 requirements and recognized in a current ICC-ES evaluation report. See Figure 3 for sidelap fastener details. Concrete-filled Steel Deck Diaphragms: Concrete-filled Steel Deck: The concrete-filled steel decks must be 16-gage ( inch) [ mm], 18-gage ( ) [ mm], 20-gage ( ) [ mm], or 22-gage ( ) [ mm] B Deck-Standing Seam, B Deck-Nestable Seam, N Deck-Standing Seam, N Deck-Nestable Seam, 11/2-inch Deep Deck, 2-inch Deep Deck, or 3-inch Deep Deck.

8 The steel decks must be cold-formed from ASTM A653 Grade 33 steel with a minimum G-60 galvanized coating designation complying with ASTM A653, or ASTM A1008 SS Grade 33 steel with a painted or phosphatized finish. The concrete-filled decks must have dimensions as noted in Figure 1. Structural Steel Supports: Structural steel supports (panel ends, interior supports, and framing members) must be minimum ASTM A36 grade steel. Structural Steel Support Connections: Connections of steel deck to supporting structural steel must be accomplished by the Pneutek fasteners.

9 See Figure 2 for Pneutek Support Fastener Details. Sidelap Connections of Steel Decks: Connections of steel deck sidelaps must be accomplished by using either button punches, No. 10 self-drilling screws, or 11/2-inch-long ( mm) top seam welds. The No. 10 screws must be minimum 3/4-inch-long ( mm), self-drilling, hex-washer head steel screws conforming to ASTM C1513 requirements and recognized in a current ICC-ES evaluation report. See Figure 3 for sidelap fastener details. Concrete Fill: Concrete fill must be either normal-weight or lightweight and have a minimum compressive strength (f c) of 3,000 psi (20,684 kPa).

10 Concrete fill must ESR-2941 | Most Widely Accepted and Trusted Page 2 of 52 be specified in accordance with the applicable code. Lightweight concrete must be 110 pcf (1760 kg/m2) and normal-weight concrete must be 145 pcf (2320 kg/m2). Welded Shear Stud Connectors: Welded shear stud connectors must be 3/4 inch in diameter ( mm) and have lengths complying with Figure 4. Shear studs must conform to the requirements of the Structural Welding Code Steel, AWS , and have minimum tensile strength of 65,000 psi.