ICC-ES Evaluation Report ESR-2024* Reissued September, 20 This report is subject to renewal September, 20. www.icc-es.org (800) 42-68 (62) 699-04 A Subsidiary of the International Code Council DIVISION: 0 00 00 CONCRETE Section: 0 6 00 Concrete Anchors DIVISION: 0 00 00 METALS Section: 0 0 2 Metal Fastenings DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 0 2 Wood, Plastic and Composite Fastenings DIVISION: 09 00 00 FINISHES Section: 09 22 6.2 Fasteners REPORT HOLDER: POWERS S, INC. 2 POWERS LANE BREWSTER, NEW YORK 009 (94) 2-600 or (800) 24-244 www.powers.com engineering@powers.com ADDITIONAL LISTEES: DEWALT (STANLEY BLACK & DECKER) 0 EAST JOPPA ROAD TOWSON, MARYLAND 2286 (800) 4-928 www.dewalt.com MAX CO., LTD. 6-6 NIHONBASHI-HAKAZAKI-CHO CHUO-KU, TOKYO JAPAN + (0) 669-8 EVALUATION SUBJECT: POWERS POWER-DRIVEN S, CEILING CLIP ASSEMBLIES AND SILL PLATE ANCHORAGES.0 EVALUATION SCOPE Compliance with the following codes: 202 International Building Code (IBC) 202 International Residential Code (IRC) 2009 International Building Code (2009 IBC)* 2009 International Residential Code (2009 IRC)* 2006 International Building Code (2006 IBC)* 2006 International Residential Code (2006 IRC)* 200 International Building Code (200 IBC)* 200 International Residential Code (200 IRC)* *Codes indicated with an asterisk are addressed in Section 8.0. Property evaluated: Structural 2.0 USES Powers power-driven fasteners are low-velocity powerdriven fasteners for use in normal-weight concrete, sandlightweight concrete, sand-lightweight concrete filled steel deck panels, and steel base materials. The fasteners are alternatives to the anchors described in IBC Section 908 for placement in concrete. The fasteners are also used as components of Powers ceiling clip assemblies, which are used to fasten suspended ceiling systems to the supporting structure, and for sill plate anchorage. The fasteners are also alternatives to the welds and bolts described in IBC Sections 2204. and 2204.2, respectively, used to attach materials to structural steel. The fasteners may be used under the IRC where an engineered design is submitted in accordance with IRC Section R0....0. General: Powers power-driven fasteners are manufactured from hardened steel complying with the manufacturer s quality documentation. Product names for the report holder and additional listees are presented in Table A of this report... 0.00-inch Head Drive Pins: The 0.00-inch (.62 mm) Head Drive Pins are power-driven fasteners manufactured from steel complying with ASTM A0, Grade 060, and austempered to a Rockwell C to core hardness. The 0.00-inch (.62 mm) head drive pins have either a smooth or a knurled shank in a diameter of inch (. mm), and are available in lengths ranging from / 2 inch to inches ( mm to 6.2 mm). The single fasteners are premounted on plastic guide washers and are zinc-plated in accordance with ASTM B69, Class, Type. These fasteners are also available with premounted top hat washers. The 0.00-inch (.62 mm) mechanically galvanized (MG) drive pins are premounted on plastic guide washers and are zinc-plated in accordance with ASTM B69, Class. Fasteners are illustrated in Figure of this report...2 8 mm Head Drive Pins: The 8 mm (0. inch) Head Drive Pins are power-driven fasteners manufactured *Revised April 20 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 20 Page of 9 000
ESR-2024 Most Widely Accepted and Trusted Page 2 of 9 from steel complying with ASTM A0, Grade 060, and austempered to a Rockwell C to core hardness. The fasteners are zinc-plated in accordance with ASTM B69, Class, Type. The 8 mm (0. inch) head drive pins have a smooth or knurled shank with a diameter of inch (. mm), and are available in lengths ranging from / 8 inch to 2 / 8 inches (6 mm to 2 mm). The single fasteners are premounted on plastic guide washers or are collated into plastic strips. These fasteners are also available with premounted top hat washers or in collated strips. The fasteners are illustrated in Figure... Ballistic Point Drive Pins: The ballistic point drive pins are power-driven fasteners manufactured from steel complying with ASTM A0, Grade 060, and austempered to a Rockwell C to core hardness. The ballistic point drive pins have a shank diameter of 0.0 inch (.8 mm) and are single fasteners with premounted plastic guide washers. The fasteners are coated with a black polymer. The fasteners are available in lengths ranging from / 2 inch to / 8 inches ( to 4.6 mm), and are illustrated in Figure...4 / 8 -inch Head Drive Pin: The / 8 -inch (9.2 mm) head drive pin is a power-driven fastener manufactured from steel complying with ASTM A0, Grade 060, and austempered to a Rockwell C to core hardness. The / 8 -inch (9.2 mm) head drive pin has a shank diameter of 0.2 inch (4. mm) and is a single fastener with a premounted plastic guide washer. The fastener is zincplated in accordance with ASTM B69, Class, Type. The fasteners are illustrated in Figure... Threaded Studs: Threaded studs are power-driven fasteners manufactured from steel complying with ASTM A0, Grade 060, and austempered to a Rockwell C to core hardness. Threaded studs are available in -inch-20 and / 8 -inch-6 thread diameters with a variety of thread and shank lengths. The -inch-20 threaded studs have a shank diameter of inch (. mm), while the / 8 -inch-6 threaded studs have a shank diameter of 0.20 inch (.2 mm). The single fasteners have a premounted plastic guide washer and are zinc-plated in accordance with ASTM B69, Class, Type. The fasteners are illustrated in Figure...6 Ceiling Clip Assemblies: The power-driven ceiling clip assemblies are preassembled, power-driven fasteners with a steel angle clip. See Figure for images of the ceiling clip assemblies...6. 0.00-inch Head Drive Pin Ceiling Clip Assemblies: Both standard and economy ceiling clip assemblies are available and are comprised of the smooth shank head drive pins, described in Section... The standard clips have a 90 degree angle and are manufactured from 0.080-inch-thick (2.0 mm) steel conforming to SAE J40 Grade 00-020. The economy clips have a 0-degree angle and are manufactured from 0.0-inch-thick (.9 mm) steel conforming to SAE J40 Grade 00-020. The clips are zinc-plated in accordance with ASTM B69, Class, Type...6.2 8 mm Head Drive Pin Ceiling Clip Assembly: The assembly is comprised of the smooth shank head drive pins described in Section..2 and the standard ceiling clip described in Section..6....6. LADD Ceiling Clip Assembly: The LADD ceiling clip assembly is comprised of a preassembled powerdriven fastener and clip and is intended for use with LADD-type tools. The fastener is manufactured from steel complying with ASTM A0, Grade 060, and austempered to a Rockwell C to core hardness. The fastener has a head diameter of 0.0 inch (.8 mm) and a shank diameter of 0.2 inch (.9 mm). The fastener is zinc-plated in accordance with ASTM B69. The clips have a 4-degree angle and are manufactured from 0.086-inch-thick (2. mm) steel conforming to SAE J40 Grade 00-020. The clips are zinc-plated in accordance with ASTM B69, Class, Type...6.4 Post-Nut Ceiling Clip Assembly: The post nut ceiling clip assembly is a 0.00-inch Head standard ceiling clip assembly, described in Section..6., with a factoryassembled post-nut (threaded eye coupling nut) attachment that accepts -20 threaded rod or bolts. The post nut is zinc-plated in accordance with ASTM B69 Class, Type...6. Ballistic Point Drive Pin Ceiling Clip Assembly: The ceiling clip assembly is comprised of a Ballistic Point Drive Pin described in Section.. and a steel clip. The clips have a 90-degree angle and are manufactured from 0.080-inch-thick (2.0 mm) steel conforming to SAE J40 Grade 00-020. The clips are zinc plated in accordance with ASTM B69, Class, Type... Washered Pin Assemblies: The washered pin assemblies are comprised of a head drive pin described in Sections.. or..2 and a premounted washer manufactured from low-carbon steel conforming to SAE J40 Grade 00-020. A number of different washers are available. The washered pin assemblies are zinc-plated in accordance with ASTM B69, Class, Type, except for mechanically galvanized (MG) washered pin assemblies which are zinc plated in accordance with ASTM B69, Class. See Figure 2 for typical washered pin assemblies...8 Sill Plate Fasteners: The washered pin assemblies listed in Tables 4A and 4B are recognized for use as sill plate fasteners..2 Substrate Material:.2. Concrete: Normal-weight concrete and sandlightweight concrete must conform to IBC Chapter 9 or IRC Section R402.2, as applicable. The minimum concrete compressive strength at the time of fastener installation is noted in Tables A, B, 2A and 2B..2.2 Steel: Structural steel must comply with the minimum requirements of ASTM A6, ASTM A2 Grade 0, or ASTM A992, and have a minimum thickness as shown in Tables A, B and C. Steel deck properties and configurations must be as described in the footnotes of Tables 2A and 2B and in Figure 4..2. Sill Plates: Wood members must be nominally 2-inch-thick, naturally durable wood complying with IBC Section 202 or IRC Section R202, as applicable, or wood that has been preservative-treated in accordance with IBC Section 20..8 or IRC Section R., as applicable. 4.0 DESIGN AND INSTALLATION 4. Design: 4.. General: The allowable tension and shear loads for Powers power-driven fasteners installed in accordance with this report are shown in Tables A through 4B. The allowable tension and shear loads with required embedment depths and spacings, for fasteners installed in normal-weight concrete, are shown in Tables A and B. The allowable tension and shear loads for fasteners installed in sand-lightweight concrete and sand-lightweight concrete filled steel deck panels are shown in Tables 2A and 2B. The allowable tension and shear loads for fasteners installed into steel are shown in Tables A, B
ESR-2024 Most Widely Accepted and Trusted Page of 9 and C. The allowable tension and shear loads for sill plate fasteners installed into normal weight concrete are shown in Table 4A. The stress increases and load reductions described in Section 60..2 of the IBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone. Allowable loads for fasteners subjected to combined shear and tension forces are determined by the following formula: (p/p a ) + (v/v a ) where: p = Actual tension load, lbf (N). P a = Allowable tension load, lbf (N). v = Actual shear load, lbf (N). V a = Allowable shear load, lbf (N). 4..2 Wood to Concrete and Steel: Reference lateral design values for nails with diameters less than or equal to the diameter of the fasteners, and with penetration into the main member of 0D, determined in accordance with Part and/or Table N of ANSI/AF&PA NDS, are applicable to the Powers fasteners. The wood element is the side member. The fastener bending yield strength is allowed to be taken as the value noted in the footnotes to Table N of the ANSI/AF&PA NDS, based on the diameter of the fastener. 4.. Sill Plate to Foundation Connections: 4... General: The fasteners described in Section..8 may be used to attach wood sill plates to a concrete foundation under the following conditions:. No cold joint exists between the slab and foundation, below the sill plate. 2. The sill plate is not installed on slabs supported by masonry foundation walls. 4...2 Design: The fasteners may be used to attach wood sill plates to concrete for structural walls in Seismic Design Categories A and B. Table 4A specifies the allowable fastener shear and tension loads for attachment of wood sill plates to concrete foundations. Washer thickness and bearing area are given in Table 4A. For shear loads, spacing of fasteners must be determined considering the lesser of allowable shear load from Table 4A and allowable load on the wood sill plate, determined in accordance with the NDS, with a fastener bending yield strength, F yb = 90,000 psi (62 MPa) and a concrete dowel bearing strength, F e =,00 psi (2 MPa). For tension loads, spacing of fasteners must be determined considering the lesser of allowable tension load from Table 4A and pull through capacity of the wood sill plate, based on Section.0 of the NDS, using the washer bearing area. The fasteners listed in Table 4B may be used to attach wood sill plates to concrete for interior, nonstructural walls [maximum horizontal transverse load on the wall must not exceed psf (0.24 kn/m 2 )] in Seismic Design Categories A through F, when installed as described in Table 4B. 4..4 Seismic Considerations: 4..4. Use with Structural Components: Resistance to seismic loads is outside the scope of this report. Therefore, except as noted in Section 4...2, the suitability of the fasteners and assemblies for use with structural components that are subjected to seismic loads is outside the scope of this report. 4..4.2 Use with Nonstructural Components: Seismic load resistance is outside the scope of this report, except when use is with architectural, mechanical and electrical components described in Section..4 of ASCE, and as follows: Concrete base materials: The fasteners and assemblies installed in concrete may be used to support acoustical tile or lay-in panel suspended ceiling systems, distributed systems and distribution systems where the service load on any individual fastener does not exceed the lesser of 90 lbf (400 N) or the published allowable load in Table A, B, 2A or 2B, as applicable. Steel base materials: The fasteners and assemblies installed in steel may be used where the service load on any individual fastener does not exceed the lesser of 20 lbf (2 N) or the published allowable load shown in Table, 4 or, as applicable. For interior, nonstructural walls that are not subject to sustained tension loads and are not a bracing application, the fasteners may be used to attach steel track to concrete or steel in all Seismic Design Categories. In Seismic Design Categories D, E, and F, the allowable shear load due to transverse pressure must be no more than 90 pounds (400 N) when attaching to concrete; or 20 pounds (,2N) when attaching to steel. Substantiating calculations must be submitted addressing the fastener-to-base-material capacity and the fastener-to-attached-material capacity. Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. The design load on the fastener must not exceed the allowable load established in this report for the concrete or steel base material. 4.2 Installation: The installation of fasteners requires a powder-actuated fastening tool, recommended by Powers Fastener, Inc., used in accordance with the manufacturer s published instructions. Fastener installation is limited to dry, interior environments. The fastener size, minimum penetration, minimum spacing, and edge distances must comply with Tables A through 4B of this report, as applicable. For fasteners installed into concrete, the fasteners must not be driven until the concrete has reached the designated compressive strength..0 CONDITIONS OF USE The Powers power-driven fasteners, ceiling clip assemblies, and sill plate anchorages 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 identified and installed in accordance with this report and the manufacturer s published installation instructions. In the event of a conflict between this report and the manufacturer s published installation instructions, this report governs..2 Calculations demonstrating that the applied loads are less than the allowable loads described in this report must be submitted to the code official for approval. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.. Allowable tension and shear values must comply with Section 4.. of this report..4 Use of fasteners is limited to dry, interior locations.
ESR-2024 Most Widely Accepted and Trusted Page 4 of 9. The use of fasteners is limited to installation in uncracked concrete. Cracking occurs when f t > f r, due to service loads or deformations..6 Fasteners centered in wood sills must be a minimum of inches (44. mm) from the concrete edge.. Except for the mechanically galvanized 0.00 Head Drive pins described in Section.. and the mechanically galvanized washered pin assemblies described in Section.., use of fasteners in contact with preservative-treated or fire-retardant-treated wood is not permitted..8 See Section 4..4 for seismic considerations. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fasteners Power-driven into Concrete, Steel, and Masonry Elements (AC0), dated February 20..0 IDENTIFICATION The Powers power-driven fasteners are identified by a P stamped onto the head of the drive pin. Packages bear one of the company names set forth in Table A, the fastener catalog number, length and diameter, and evaluation report number (ESR-2024). 8.0 OTHER CODES 8. Scope: In addition to the 202 IBC and IRC, the products described in this report were evaluated for compliance with the requirements of the following codes: 2009 International Building Code (2009 IBC) 2009 International Residential Code (2009 IRC) 2006 International Building Code (2006 IBC) 2006 International Residential Code (2006 IRC) 200 International Building Code (200 IBC) 200 International Residential Code (200 IRC) 8.2 Uses: The Powers power-driven fasteners are used to connect materials as described in Section 2.0. The fasteners are alternatives to the cast-in-place anchors described in 2009 and 2006 IBC Sections 9 and 92 and 200 IBC Sections 92 and 9 for placement in concrete. They are also alternatives to welds and bolts used to attach materials to structural steel. The fasteners may be used where an engineered design is submitted in accordance with 2009, 2006 and 200 IRC Section R0... 8. Description: 8.. Fasteners: See Section.. 8..2 Substrate Materials: See Section.2 8..2. Concrete: See Section.2.. 8..2.2 Steel Substrates: See Section.2.2. 8..2. Sill plates: Sill plates must be nominally 2-inchthick, naturally durable wood complying with 2009, 2006 and 200 IBC Section 202, or 2009, 2006 and 200 IRC Section R202; or decay-resistant wood complying with 200 IRC Section R9., as applicable; or wood that has been preservative-treated in accordance with 2009, 2006 and 200 IBC Section 20..8, 2009 IRC Section R., or 2006 and 200 IRC Section R9., as applicable. 8.4 Design and Installation: See Section 4.0. 8. Conditions Of Use: See Section.0. 8.6 Evidence Submitted: See Section 6.0. 8. Identification: See Section.0. TABLE A PRODUCT NAMES BY COMPANY COMPANY NAME Powers Fasteners, Inc. DEWALT (Stanley Black & Decker) Max Co., Ltd. PRODUCT NAME Power-driven Fasteners (all fasteners described in this report) Power-driven Fasteners (all fasteners described in this report) Powerlite 0.00-inch Head Drive Pins (Section... of this report) Powerlite 8mm Conversion Head Drive Pins (Section..2. of this report)
ESR-2024 Most Widely Accepted and Trusted Page of 9 TABLE A ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN S INSTALLED IN NORMAL-WEIGHT CONCRETE (pounds),2,,4, 0.00-inch head drive pin 8 mm head drive pin / 8-inch head drive pin 0.2 / 8-inch-6 threaded stud 6 0.20 -inch-20 threaded stud EMBEDMENT DEPTH Tension / 8 2 60 00 /4 0 /2 /4 /2 8 80 /4 0 / 8 2 60 00 f c = 2,000 psi f c =,000 psi f c = 4,000 psi f c =,000 psi Shear Tension Shear Tension Shear Tension Shear 4 60 9 4 9 2 9 9 9 2 9 2 00 2 40 0 80 200 6 9 6 2 200 80 2 290 200 22 4 240 200 260 200 260 280 20 0 20 0 20 0 80 60 0 60 0 220 6 220 200 20 200 20 4 60 9 4 9 2 9 9 9 2 9 2 00 2 40 0 80 200 TABLE B ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES INSTALLED IN NORMAL-WEIGHT CONCRETE (pounds),2,,4, 0.00-inch Head Standard Ceiling Clip Assemblies 8 mm Head Standard Ceiling Clip Assemblies 0.00-inch Head Economy Ceiling Clip Assemblies EMBEDMENT DEPTH MINIMUM REQUIRED LENGTH f c = 2,000 psi f c =,000 psi f c = 4,000 psi Tension Shear Tension 4 Shear Tension Shear / 8 40 6 6-0 0 4 / 8 40 6 4 220 0 4 /8 40 0 4 220 00 60 /8 /4 40 0 9 90 29 00 60 / 8 40 6 6-0 0 4 / 8 40 6 2 220 0 4 /8 40 0 2 220 00 60 / 8 40 40-0 4 /8 40 20 40-0 00 0 LADD Ceiling Clip Assembly 0.2 /8 /4 0 0 0-0 60 Post Nut Ceiling Clip Assembly For SI: lbf = 4.48 N, inch = 2.4 mm, psi = 6.89 kpa. /8 40 - - - 00 - /8 /4 40-9 - - 00 - Fasteners must not be driven until the concrete has reached the minimum tabulated compressive strength. 2 Concrete thickness must be a minimum of three times the embedment depth of the fastener. The tabulated allowable tension and shear load values are for the fastener or ceiling clip assembly only. Wood or steel members connected to the concrete must be investigated in accordance with the applicable code. 4 The minimum spacing is inches center-to-center, and minimum edge and end distances are inches for installation in concrete. The stress increases and load reductions described in Section 60. of the IBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is allowed for vertical loads acting alone. 6 Embedment depth of inch requires a minimum shank length of inch. Embedment depth of inches requires a minimum shank length of /4 inches. Embedment depth of / 8 inch requires a minimum shank length of /4 inch. Embedment depth of /4 inch requires a minimum shank length of inch. Embedment depth of inch requires a minimum shank length of /4 inch.
ESR-2024 Most Widely Accepted and Trusted Page 6 of 9 TABLE 2A ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN S INSTALLED IN LIGHTWEIGHT CONCRETE (pounds) AND SAND-LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANELS,2,,4,,6 0.00-inch head drive pin -inch-20 threaded stud / 8-inch head drive pin / 8-inch-6 threaded stud 0.2 0.20 EMBEDMENT DEPTH f c =,000 psi f c =,00 psi Directly Into Concrete Through Steel Deck Panel Directly Into Concrete Through Steel Deck Panel Tension Shear Tension Shear Tension Shear Tension Upper Flute Lower Flute Upper Flute Lower Flute 0 0 - - - - - - 200 /4 20 /2 40 0 0 /4 6 /2 0 /4 0 2 20 290 220 2 90 0 0 280 90 40 20 0 0 20 6 280 2 80 6 40 0 2 40 60 40 40 40 2 6 6 0 0 0 8 9 22 0 20 40 40 24 20 0 0 240 6 220 260 0 4 4 6 40 0 0 80 26 8 8 22 8 28 90 90 24 Shear TABLE 2B ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES INSTALLED IN LIGHTWEIGHT CONCRETE (pounds) AND SAND-LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANELS,2,,4,,6 0.00-inch Head Standard Ceiling Clip Assemblies 8 mm Head Standard Ceiling Clip Assemblies 0.00-inch Head Economy Ceiling Clip Assemblies LADD Ceiling Clip Assembly Post Nut Ceiling Clip Assembly EMBEDMENT DEPTH MINIMUM REQUIRED LENGTH f c =,000 psi f c =,00 psi Directly Into Concrete Through Steel Deck Panel Directly Into Concrete Through Steel Deck Panel Tension 4 Shear Upper Flute Tension Lower Flute 4 Shear Tension 4 Shear Upper Flute Tension Lower Flute 4 Shear / 8 0 40 2 40 20 4 0 40 40 4 0 / 8 0 40 2 20 40 4 0 20 40 /8 60 40 80 20 2 6 4 8 20 2 /8 /4 60 40 80 20 4 2 6 4 8 4 0 4 2 / 8 0 40 2 40 20 4 0 40 40 4 0 / 8 0 40 2 00 28 4 0 00 28 /8 60 40 80 00 28 6 4 8 00 28 / 8 4 0 0 0 40 40 0 4 4 /8 90 4 60 9 0.2 /8 /4 9 0 4 80 2 00 For SI: lbf = 4.48 N, inch = 2.4 mm, psi = 6.89 kpa. 2 60 60 0 4 60 60 8 /8 60 - - - - 6 - - - - /8 /4 60 - - 20 - - 6 - - 4 0 - - Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2 The steel deck must have a minimum base material thickness of No. 20 gage and, minimum yield strength, Fy, of ksi, and conform to the dimensions shown in Figure 4. Concrete thickness must be a minimum of three times the embedment depth of the fastener with a minimum concrete thickness of ¼ inches. 4 The minimum spacings are,, 4 and 6 inches center-to-center for the 0.00-inch head drive pin, ¼-inch-20 threaded stud, / 8-inch head drive pin and /8-inch-6 threaded stud, respectively. Minimum edge and end distances are -inches for installation in concrete. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the steel substrate must be investigated in accordance with accepted design criteria. 6 The stress increases and load reductions described in Section 60. of the IBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is allowed for vertical loads acting alone.
ESR-2024 Most Widely Accepted and Trusted Page of 9 TABLE A ALLOWABLE TENSION AND SHEAR VALUES FOR POWER-DRIVEN S INSTALLED IN ASTM A6 STEEL,2,,4 0.00-inch head drive pin 0.00-inch head drive pin 8 mm head drive pin TYPE / 8 -INCH THICK STEEL / 6 -INCH THICK STEEL -INCH THICK STEEL / 8 -INCH THICK STEEL ½-INCH THICK STEEL Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Smooth 6 40 60 46 90 90 20 Knurled 0 26 Knurled 40 60 44 60 20 60 490 Ballistic point pin 0.0 Smooth 0 4 40 2 TABLE B ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES INSTALLED IN ASTM A6 STEEL,2,,4 0.00-inch Head Standard Ceiling Clip Assemblies Ballistic Point Drive Pin Ceiling Clip Assembly Post Nut Ceiling Clip Assembly TYPE / 8 -INCH THICK STEEL -INCH THICK STEEL / 8 -INCH THICK STEEL Tension Shear Tension Shear Tension Shear Smooth 40 0 4 8 90 2 0.0 Smooth 0 0 90 240 Smooth 40 4 90 0.00-inch Head Standard Ceiling Clip Assemblies Ballistic Point Drive Pin Ceiling Clip Assembly Post Nut Ceiling Clip Assembly For SI: lbf = 4.48 N, inch = 2.4 mm. TABLE C ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES INSTALLED IN ASTM A2 GRADE 0 STEEL,2,,4 TYPE -INCH THICK STEEL / 8 -INCH THICK STEEL Tension Shear Tension Shear Smooth 4 20 2 0.0 Smooth 80 0 20 2 Smooth 20 To obtain the tabulated values, the entire pointed portion of the fastener must penetrate the steel. 2 The tabulated allowable load values are for the fastener only. Wood or steel members connected to the steel substrate must be investigated in accordance with accepted design criteria. The stress increases and load reductions described in Section 60. of the IBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is allowed for vertical loads acting alone. 4 The minimum spacing is / 2 inches center-to-center, and minimum edge and end distances are / 2 inch. WASHERED PIN ASSEMBLY 8 0.00-inch Head Drive Pin with / 8 " Diameter Washer 0.00-inch Head Drive Pin with " Diameter Washer 0.00-inch Head Drive Pin with " Square Washer 0.00-inch Head MG Pin with " Diameter Washer 0.00-inch Head MG Pin with " Square Washer 8 mm Head Drive Pin with " Diameter Washer TABLE 4A ALLOWABLE LOADS ON S USED TO ATTACH WOOD SILL PLATES, 2, TO NORMAL-WEIGHT CONCRETE LENGTH (inch) For SI: inch = 2.4 mm, foot = 0 mm, lbf = 44 N. APPLICABLE SILL PLATE MATERIAL WASHER THICKNESS (inch) WASHER BEARING AREA (in 2 ) ALLOWABLE LOAD (lbf) Tension See Note 4 0.0 0. 2 0 See Note 4 0.0 0.0 2 0 See Note 4 0.0.4 2 0 See Note 0.060 0. 2 0 See Note 0.060.64 2 0 2 / 8 See Note 4 0.0 0.0 2 0 The fasteners must not be driven until the concrete has reached a minimum compressive strength of 2,000 psi (.8 MPa), or the minimum compressive strength specified in the applicable code, whichever is greater. 2 Minimum edge distance is inches (44 mm). Wood members connected to the substrate must be investigated for compliance with the applicable code in accordance with referenced design criteria, for both lateral resistance and fastener pull-through. 4 Naturally durable lumber Naturally durable lumber or preservative treated lumber. See Section.2.. Shear
ESR-2024 Most Widely Accepted and Trusted Page 8 of 9 TABLE 4B SPACING REQUIREMENTS FOR WOOD SILL PLATE ANCHORAGE OF INTERIOR NONSTRUCTURAL WALLS,2,,4,,6, WASHERED PIN ASSEMBLY 8 0.00-inch Head Drive Pin with / 8 " Diameter Washer 0.00-inch Head Drive Pin with " Diameter Washer 0.00-inch Head Drive Pin with " Square Washer 0.00-inch Head MG Pin with " Diameter Washer 0.00-inch Head MG Pin with " Square Washer NOMINAL (inch) 2 LENGTH CONCRETE EDGE DISTANCE MAXIMUM SPACING (feet) MAXIMUM WALL HEIGHT (feet).0 4 8 mm Head Drive Pin with " Diameter Washer 2.8.0 4 For SI: inch = 2.4 mm, foot = 0 mm, plf = 4.6 N/m, psi = 6.89 kpa. Fasteners must not be driven until the concrete has reached a minimum concrete compressive strength of 2,00 psi. 2 Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. Fasteners must be driven into the center of the sill plate and be at least inches from the concrete edge. Washer must bear on sill plate. 4 Walls must have fasteners placed at 6 inches from ends of sill plates with maximum spacing between, as shown in this table. Walls must be laterally supported at the top and the bottom. 6 Sill or bottom plates must comply with IBC Section 204. and be of lumber with a specific gravity of 0.0 or greater. See Table 4A for additional sill plate material requirements. Minimum spacing must be 4 inches on center or must comply with Section.. of the NDS to prevent splitting of the wood. 0.00-inch Head Drive Pin w/tophat Washer 8 mm Head Drive Pin in Collated Strip 8 mm Head Drive Pin w/tophat Washer FIGURE POWERS POWER DRIVEN S 0.00-inch Head Drive Pin with Round Washer 0.00-inch Head Drive Pin with Square Washer 8 mm Head Drive Pin with Round Washer FIGURE 2 POWERS WASHERED PIN ASSEMBLIES
ESR-2024 Most Widely Accepted and Trusted Page 9 of 9 FIGURE POWERS CEILING CLIP ASSEMBLIES FIGURE 4 CONFIGURATION OF CONCRETE FILLED STEEL DECK
ICC-ES Evaluation Report www.icc-es.org (800) 42-68 (62) 699-04 ESR-2024 FBC Supplement Issued April, 20 This report is subject to renewal September, 20. A Subsidiary of the International Code Council DIVISION: 0 00 00 CONCRETE Section: 0 6 00 Concrete Anchors DIVISION: 0 00 00 METALS Section: 0 2 00 Metal Fastenings DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 0 2 Wood, Plastic and Composite Fastenings DIVISION: 09 00 00 FINISHES Section: 09 22 6.2 Fasteners REPORT HOLDER: POWERS S, INC. 2 POWERS LANE BREWSTER, NEW YORK 009 (94) 2-600 or (800) 24-244 www.powers.com engineering@powers.com EVALUATION SUBJECT: POWERS POWER-DRIVEN S, CEILING CLIP ASSEMBLIES AND SILL PLATE ANCHORAGES.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Powers power-driven fasteners, recognized in ICC-ES master report ESR-2024, have also been evaluated for compliance with the codes noted below. Applicable code editions: 200 Florida Building Code Building 200 Florida Building Code Residential 2.0 CONCLUSIONS The Powers power-driven fasteners, described in Sections 2.0 through.0 of the master evaluation report ESR-2024, comply with the 200 Florida Building Code Building and the 200 Florida Building Code Residential, provided the design and installation are in accordance with the 202 International Building Code (IBC) provisions noted in the master report and the following conditions apply.. Design wind loads must be based on Section 609 of the 200 Florida Building Code Building or Section 0.2.. of the 200 Florida Building Code Residential, as applicable. 2. Load combinations must be in accordance with Section 60.2 or Section 60. of the 200 Florida Building Code Building, as applicable.. The modifications to ACI 8 as shown in IBC Sections 90..9 and 90..0, as noted in IBC Section 909., do not apply to the 200 Florida Building Code. Use of the Powers power-driven fasteners for compliance with the High-Velocity Hurricane Zone provisions of the 200 Florida Building Code Building and the 200 Florida Building Code Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-, 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 on September, 20 and revised April 20. 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 20 Page of 000