Product Submittal/Substitution Request

Transcription

1 Product Submittal/Substitution Request TO: PROJECT: PROJECT LOCATION: SPECIFIE ITEM: Section Page Paragraph escription PROUCT SUBMIT TAL / SUBSTITUTION REQUESTE: The attached submittal package includes the product description, specifications, drawings, and performance data for use in the evaluation of the request. SUBMITTE B Y: Name: Signature: Company: Address: ate: Telephone: Fax: FOR USE BY THE ARCHITECT AN/OR ENGINEER Approved Approved as Noted Not Approved (If not approved, please briefly explain why the product was not accepted.) By: ate: Remarks: Questions or inquiries? Contact us at engineering@powers.com, or call Powers Fasteners

2 Table of Contents Powers Fasteners Powder Actuated Submittal Section: Competitive Comparisons: - Powers Fasteners Powder Actuated vs. HILTI* X-U AN X-U 5 PIN Product Pages: - General Information - esign Tables - Product Information Code Reports & Agency Listings: - ICC-ES Approval: ESR-2024 Other Technical Information: - Material Safety ata Sheet (MSS) Offline version available for download at Powers Fasteners developed the Powers esign Assist (PA) anchor software to enable users to input technical data into a dynamic model environment-to visualize, consider, and specify anchors in today's changing engineering climate. For a demonstration of the latest version of PA, contact us at or call (800)

3 Competitive Comparison 8MM CSI PIN VS. X-U AN X-U 5 PIN Product Comparison Product Name 8mm CSI pin X-U and X-U 5 pin Company Powers Fasteners Hilti* escription Carbon steel powder actuated pin Carbon steel powder actuated pin Size Range (inch) 0.57"& 0.45" 0.57" & 0.45" ICC-ES ESR (concrete) ESR-2024 ESR-2269 Revision ate 204 July 204 March City of Los Angeles (COLA) LARR-259 LARR LEE Yes Yes * Hilti is a registered trademark of Hilti Corporation Normal Weight Concrete (2500 psi) CSI Pin X-U Pin Allowable Loads Allowable Loads LBS 86 LBS Ø.57" h ef /4".57" ".57" -/4" A572 Steel Grade 50 CSI Pin (#5097) X-U 5 Pin Allowable Loads LBS Ø Steel Thickness.45" /8".45" /6".45" /4".45" /8".45" /2".45" /4" Ø.57" h ef /4" Allowable Loads LBS Ø Steel Thickness.45" /8".45" /6".45" /4".57" ".45" /8".45" /2".57" -/4".45" /4" Source: ESR-2024 (Revised: 204 July), ESR-2269 (Revised: 204 March)

4 Powder Actuated PROUCT INFORMATION Powder Actuated Fastenings INTROUCTION Powder actuated fastening systems provide a cost effective method of attaching fixtures for light duty, static load conditions. Powers systems consist of specially designed fasteners, installation tools, and powder loads which are designed to function in combination to provide optimum performance. These systems provide the contractor with the ability to fasten directly into concrete, masonry, and structural steel without pre-drilling holes. GENERAL APPLICATIONS AN USES i Attaching Steel to Concrete, Block or Steel Attaching Wood members to Concrete, Block or Steel Attaching accessories to Concrete, Block or Steel Attaching ceiling clips and threaded rod to Concrete or Steel SECTION CONTENTS Page No. Functioning Principles... Powder Loads... 4 Fastener Types... 4 Functioning in Concrete... 5 Functioning in Steel... 5 Fastener Behavior... 6 Base Material Suitability... 7 Applied Loads... 7 esign Reference Guide for Concrete... 7 esign Reference Guide for Steel... 9 Performance ata... 0 APPROVALS AN LISTINGS Tested in accordance to ASTM E 488 and E 90 International Code Council, Evaluation Service (ICC-ES), ESR-2024 (Formerly ER-50) International Code Council, Evaluation Service (ICC-ES), ESR-995 City of Los Angeles (COLA) Research Report LARR-2504 FM Global (Factory Mutual) - File No. J.I (Threaded Studs) FUNCTIONING PRINCIPLES Operating Principle Powder actuated systems, often described as forced entry systems, require special installation tools which are critical components of a successful fastening. Two types of tools have been used in the market which operate on different driving principles, direct acting and indirect acting. The basic design of the tools are similar in that each has a breech which holds the powder load and a barrel or guide mechanism to hold the fastener. However, the installation and safety characteristics of the tools are very different. irect Acting Principle As the powder load is ignited in a direct acting tool, the expanding gases of the load act directly on the fastener to drive it down the barrel of the tool and into the base material. In a tool of this type, 00% of the energy developed by the powder load is transferred to the fastener. Penetration of the fastener into the base material is controlled primarily by the density of the base material and the load level selected. While the direct acting principle may allow fastenings to be made in very dense concrete and thick steel base materials, safety concerns have made the indirect principle the technology of choice. Powder actuated tools using this principle are no longer commercially available. Indirect Acting Principle In a tool which operates using the indirect acting principle, the expanding gases of the ignited powder load act directly on a captive piston which is housed within the barrel of the tool. The piston drives the fastener into the base material providing better control over the penetration of the fastener. In a tool of this type, most of the energy developed by the powder load is retained by the piston. Penetration of the fastener into the base material is controlled by the design of the piston, the load level selected, and the density of the base material. All Powers powder actuated tools operate using the indirect acting principle and are classified as low velocity tools. Tool Classification Powder actuated tools can be classified as low, medium, or high velocity. This classification system can apply to either direct or indirect acting tools and is based on a ballistic test. Using the strongest powder load and the lightest fastener commercially available from the manufacturer for a specific tool, the velocity of the tool is determined by measuring the average velocity of the fastener for ten individual tests. The velocity classifications based on ANSI A0. are as follows:. Low Velocity Tool A tool in which the average test velocity does not exceed 28 feet per second (00 meters per second). 2. Medium Velocity Tool A tool in which the average test velocity exceeds 28 feet per second (00 meters per second) but is less than 492 feet per second (50 meters per second). Medium velocity tools are no longer commercially available.. High Velocity Tool A tool in which the average test velocity exceeds 492 feet per second (50 meters per second). High velocity tools are no longer commercially available. Tool Safety Powder actuated fasteners must be installed by properly trained and licensed operators as described in ANSI Standard A 0.. Authorized Powers distributors offer complete training programs for end users. Contact your local Powers branch office or distributor for complete details. While the powder actuated tools are summarized in this section of the manual, only trained and licensed operators are allowed to use the tools. These summaries are for general information only. 4 Canada: (905) or (54) Powers USA: (800) or (94)

5 PROUCT INFORMATION Powder Actuated POWER LOAS The energy source used to drive a powder actuated fastener into the base material is a self contained unit called a powder load. Specific load types are designed for each unique powder actuated tool. Powers tools use cased powder loads in which the propellant is housed in a crimped metal case. Powder Load Identification In the commercial market, cased powder loads are available in sizes ranging from.22 to.27 calibers. The power level or strength of a cased powder load is identified using a 2 level system in which a combination of six color codes and two case types are used. Power level /gray is the lowest with power level 2/purple being the highest. Only six color codes are used because there are not twelve easily distinguished colors available. The following table shows this identification system. Power Level Color Identification Case Color Load Color Brass Gray 2 Brass Brown Brass Green 4 Brass Yellow 4.5 Brass Blue 5 Brass Red 6 Brass Purple 7 Nickel Gray 8 Nickel Brown 9 Nickel Green 0 Nickel Yellow Nickel Red 2 Nickel Purple Powder loads are available as single units for single shot tools and collated in groups of 0 into plastic strips or metal discs for semi-automatic tools. Powers tools use.22 caliber A,.25 caliber, and.27 caliber crimped, rim fire powder loads having power FASTENER TYPES Several fastener types are available including drive pins and threaded studs along with application-specific assemblies. According to ANSI A 0., only those types of fasteners and powder loads as recommended by the tool manufacturer for a particular tool, or those providing the same level of safety and performance, shall be used. Typical rive Pins.00 Head Ballistic Point.00 Head levels ranging from -6. Powder loads for other commercially available tools are also available such as.22 caliber Ladd and.27 caliber long. Consult the individual tool instructions for details on the caliber, range, and type of load. The crimped tip on the load retains the powder in the casing. Wadded loads which have a plug in the front of the casing should never be used in tools designed for use with crimped loads such as low velocity, piston tools. The wadding material can cause the tool to clog or jam. Rim fire refers to the method of actuation. In a rim fire powder load, the primer is contained in the rim of the casing. When the tool is fired, the firing pin strikes the rim causing the primer to ignite which in turn ignites the powder contained in the main portion of the load. The power level of Powers powder loads is marked on each box. As the number increases, the power level also increases. Power level is also indicated by the color of the box, label, and the color on each individual powder load. Powder Load Selection Use of the proper power level is critical to the success of a powder actuated fastening. Prior to selecting the proper power level, conduct a center punch test as described in the upcoming section on base material suitability. To select the proper power level to be used with a specific fastener, always perform a test firing using the lowest power level recommended for the tool being used. On tools which have a variable power control, use the lowest possible setting. If the lowest power level does not fully drive the fastener, try a powder load having the next higher power level. Continue this procedure until the proper fastener penetration is obtained. rive pins are one of the most commonly specified type of powder actuated fastener. They are used to fasten a fixture directly to the base material in one operation for permanent applications. Pins are available in several head configurations. Each of the head configurations has a corresponding shank diameter and a variety of lengths. Some drive pins designed for use in steel have a knurled shank to provide increase load capacities. Other drive pins have a narrow shank diameter close to its point and a wider shank diameter comprising the upper portion. This design is known as step shank and is used to penetrate denser base materials more consistently. 8mm Head 0mm Head /8 Head Threaded Studs For applications where adjustment or removability may be required, threaded studs are available with both a /4 or /8 thread diameter. Each thread size has a corresponding shank diameter and is available in a variety of shank and thread lengths. 5 Powers USA: (800) or (94) Canada: (905) or (54)

6 Powder Actuated PROUCT INFORMATION POWER LOAS Fastener Guidance Both types of fastener have pre-mounted plastic fluting or washers which hold the fastener centered in the tool guide prior to driving. uring the driving process, the fluting or Head Guidance Point Guidance washers provide point guidance for the fastener. Generally, head guidance is provided by the diameter of the fastener head or threads. /4-20 threaded studs also have a plastic cap to protect the threads of the fastener during the driving process providing head guidance. FUNCTIONING OF POWER ACTUATE FASTENINGS Functioning in Concrete The load capacity of a powder actuated fastener when installed into concrete or masonry base materials is based on the following factors:. Strength of the base material 2. Hardness and concentration of the aggregate. Shank diameter of the fastener 4. epth of embedment into the base material 5. Fastener spacing and edge distance In addition to these factors, installation tool accessories such as a stop spall guard adapter which reduces the tendency of the concrete surface to spall during the driving action can increase the performance of the fastener. When a powder actuated fastener is driven into concrete, it displaces the volume of concrete around the embedded area of the fastener shank. As this occurs, the concrete directly surrounding the fastener is compressed and in turn presses back against the shank of the fastener. Additionally, the driving action generates heat which causes particles within the concrete to fuse to the shank of the fastener. This combination of compression and fusion holds the fastener in the concrete base material. A similar action occurs when fastening into block masonry. Generally, the performance of the fastener in a given concrete strength will increase with greater embedment depths in a certain range. epending on the fastener style and base material strength, embedment depths range from 5/8 to -/2. For depths greater than this range, there is the possibility of fastener bending or fishhooking which may decrease expected load Fastener Material Specifications Mechanical Properties Powder actuated fasteners are subjected to extremely high stresses as they are driven into the base material. A key aspect of their design is to manufacture them from a material that is tough enough to prevent deformation of the fastener during the driving process with ductility to prevent shattering. Powers fasteners are specially manufactured using a proprietary process to meet these requirements. The fasteners are manufactured from ASTM A 50 SAE 060 steel and austempered to a nominal core hardness of RC 5 to 55. Corrosion Resistance Powder actuated fasteners are designed to be used in a non-corrosive atmosphere unless application specific corrosion testing has been performed. To reduce the possibility of the embrittlement of a heat treated part, the standard finish for all Powers fasteners is mechanically applied zinc meeting the requirements of ASTM B 695, Class 5, Type providing an average minimum thickness of 5 microns ( ) with no supplementary coating. capacities. For typical embedment depths achieved, refer to the upcoming section on performance data andload capacities. Washer Stop Spall uring the driving action, some localized surface spalling of the concrete may occur. Normally, this is a surface effect which does not affect the performance of the fastener. However, it may pose an aesthetic problem for exposed applications where a fixture is not used. In cases such as this, two methods can be used to improve the appearance of the fastening. A stop spall adapter mounted on the powder actuated tool can help to reduce surface spalling. Another method used is to drive the fastener through a steel washer to improve the appearance of the application. Functioning in Steel The load capacity of a powder actuated fastener when installed into steel base materials is based on the following factors:. Thickness of the steel 2. Tensile strength of the steel. Shank diameter of the fastener 4. epth of point penetration through the steel 5. Fastener spacing and edge distance. 6 Canada: (905) or (54) Powers USA: (800) or (94)

7 PROUCT INFORMATION Powder Actuated Functioning in Steel (Continued) When a powder actuated fastener is driven into steel, it displaces the steel laterally 60 degrees around the shank of the fastener. Since steel is an elastic material, it presses back against the shank of the fastener to hold it in place. As the diameter of the fastener shank is increased, the load capacity obtained will generally increase provided the steel thickness is sufficient to accept the fastener. To further increase fastener performance in steel, some fasteners have a knurled shank which allows the steel to form a key lock into the grooves to provide higher capacities than those obtained with a smooth shank. For typical performance, the fastener point should completely penetrate the steel. Normally, a minimum of /4 is allowed for the point length. An increase in performance can normally be expected until the fastener no longer completely penetrates through the steel. At this point, the elastic properties of the steel may cause a compression force to be developed at an angle against the fastener point which can reduce load capacity. However, this can be subject to the fastener type and in thicker steel base materials, adequate load capacities may be obtained for applications in which the point of the fastener does not fully penetrate the steel. Job site performance tests are recommended. Fasteners should not be used in areas that have been welded or cut with a torch as these procedures may have caused local hardening of the steel. Over driving of the fastener should be avoided as the rebound created may reduce the load capacity or cause damage to both the fastener and the tool. When fastening into unsupported long steel members, it may be necessary to provide support in the area of the fastening to prevent spring action which can cause inconsistent penetration and a reduction in load capacity. FASTENER BEHAVIOR An understanding of the performance characteristics of a powder actuated fastener is an important aspect of the selection process. At ultimate failure, the following modes of failure can be expected. Bearing Failure The fixture or material fastened tears as a lateral load is applied and is pulled over the head of the fastener. Base Material Failure Fastener Pullout The fastener pulls out of the base material when subjected to a tension load. In concrete, a typical cone type failure can be expected while in steel the fastener pulls out cleanly. Tightening Failure On threaded studs, the tightening torque applied must be limited to prevent over tightening of the connection. This will prevent the development of a clamping force greater than the tension or pullout load resistance of the fastener. Pullover Failure The fixture or material fastened pulls over the head of the fastener. This is a common occurrence when fastening lumber or thin metal materials. To help improve pullover resistance for applications such as this, Powers powder actuated fasteners are available with pre-mounted steel washers. Shank Failure The shank of the fastener is broken due to an applied lateral load such as shear. This can also happen when a bending load is created. 7 Powers USA: (800) or (94) Canada: (905) or (54)

8 Powder Actuated PROUCT INFORMATION BASE MATERIAL SUITABILITY While powder actuated fasteners can be used successfully in concrete, certain masonry materials, A6 and A572 steel, some materials are completely unsuitable. Fasteners should never be fired into hard or brittle materials such as cast iron, tile, glass, or rock. These materials can shatter easily resulting in a potential safety hazard. In addition, soft base materials such as wallboard, plaster, or wood are not appropriate as the fastener could pass completely through these materials. The user should never guess when fastening into any base material. A Center Punch Test should always be performed to help determine the suitability of the base material for a powder actuated fastening. This test is relatively simple and can help to ensure a safe, successful fastening. Be sure to wear the appropriate eye protection when performing this test. To begin, select the fastener to be used for the job. Then place the point of the fastener against the proposed base material. Strike the fastener with a single hammer blow and then examine the point. If the point of the fastener is not blunted and the base material has a clear point indentation, it is acceptable to proceed with the first test installation. Use of a powder actuated system is not recommended if the following occurs during the Center Punch Test: Point Flattens No Indent. The fastener point has been blunted. This indicates that the base material is too hard. Surface Shatters Material Cracks 2. The base material cracks or shatters. This indicates that the base material is too brittle. Fastener Sinks in with Average Hammer Blow. When using an average hammer blow, the fastener penetrates the base material easily. This indicates that the base material is too soft. APPLIE LOAS The type of load and the manner in which it is applied by the fixture or other attachment is a primary consideration in the selection of a powder actuated fastener. Powder actuated fastening systems provide a cost effective method of attaching fixtures for light duty, static load conditions. The load capacities for powder actuated fasteners published in this manual represent the results of laboratory testing conducted according to ASTM Standards E 488 and E 90. As always, the suitability of a fastener for a specific application should be determined by a qualified design professional responsible for the product installation. Load A tension load is applied directly in line with the axis of the fastener. Load A shear load is applied perpendicular to the fastener directly along the surface of the base material. Bending Loads The effect of bending resulting from the application of static shear load should be considered. This can occur in softer material such as lumber used for sill plates or when shims or spacers are placed between the fixture and the base material. In situations such as this, the load is applied at a distance from the surface of the base material creating a lever type action on the fastener. When a bending load is applied to a fastener, it is often the physical strength of the fastener material, not the tension or shear load capacities, that limit the strength of the connection. For sill plate applications, Powers publishes test data based on the use of 2x lumber to develop the capacities. The allowable bending load should be calculated by a design professional based on the material from which the fastener is manufactured. For threaded powder actuated fasteners and step shank pins, it is important to remember that the point of maximum stress is at the interface of the shank and the base material. For example, when calculating the bending load for a fastener such as a /4-20 threaded stud, it is important to use the shank diameter of 0.45 in calculations, not the 0.2 root diameter of the threads. ESIGN REFERENCE GUIE FOR LOAS Allowable Load Capacities The allowable load capacity which may be applied to a powder actuated fastener is based on applying a safety factor to the average ultimate load capacity obtained from testing according to ASTM Standards E 488 and E 90. One purpose of the safety factor is to allow for field variations which may differ from the testing conditions in the laboratory. An example is the type and strength of the base material. For proper performance, powder actuated fasteners must be installed by properly trained and licensed operators. In concrete and masonry materials, the values for allowable loads are based on applying a minimum safety factor of 5: or greater to the ultimate loads. Loads are based on testing fasteners installed in base materials having the designated strength at the time of installation. Values are for the fastener only, connected parts must be investigated separately. ue to the variability of powder actuated fasteners installed in concrete or masonry materials, use of multiple fasteners is recommended to increase reliability. The design data listed in the tables are suggested allowable load capacities based on the noted safety factors. These safety factors are based on industry experience and may need to be increased based on the application requirements or local codes as determined by the design professional responsible for the product installation. Proper spacing and edge distance guidelines must be followed Canada: (905) or (54) Powers USA: (800) or (94)

9 Powder Actuated PROUCT INFORMATION BASE MATERIAL SUITABILITY While powder actuated fasteners can be used successfully in concrete, certain masonry materials, A6 and A572 steel, some materials are completely unsuitable. Fasteners should never be fired into hard or brittle materials such as cast iron, tile, glass, or rock. These materials can shatter easily resulting in a potential safety hazard. In addition, soft base materials such as wallboard, plaster, or wood are not appropriate as the fastener could pass completely through these materials. The user should never guess when fastening into any base material. A Center Punch Test should always be performed to help determine the suitability of the base material for a powder actuated fastening. This test is relatively simple and can help to ensure a safe, successful fastening. Be sure to wear the appropriate eye protection when performing this test. To begin, select the fastener to be used for the job. Then place the point of the fastener against the proposed base material. Strike the fastener with a single hammer blow and then examine the point. If the point of the fastener is not blunted and the base material has a clear point indentation, it is acceptable to proceed with the first test installation. Use of a powder actuated system is not recommended if the following occurs during the Center Punch Test: Point Flattens No Indent. The fastener point has been blunted. This indicates that the base material is too hard. Surface Shatters Material Cracks 2. The base material cracks or shatters. This indicates that the base material is too brittle. Fastener Sinks in with Average Hammer Blow. When using an average hammer blow, the fastener penetrates the base material easily. This indicates that the base material is too soft. APPLIE LOAS The type of load and the manner in which it is applied by the fixture or other attachment is a primary consideration in the selection of a powder actuated fastener. Powder actuated fastening systems provide a cost effective method of attaching fixtures for light duty, static load conditions. The load capacities for powder actuated fasteners published in this manual represent the results of laboratory testing conducted according to ASTM Standards E 488 and E 90. As always, the suitability of a fastener for a specific application should be determined by a qualified design professional responsible for the product installation. Load A tension load is applied directly in line with the axis of the fastener. Load A shear load is applied perpendicular to the fastener directly along the surface of the base material. Bending Loads The effect of bending resulting from the application of static shear load should be considered. This can occur in softer material such as lumber used for sill plates or when shims or spacers are placed between the fixture and the base material. In situations such as this, the load is applied at a distance from the surface of the base material creating a lever type action on the fastener. When a bending load is applied to a fastener, it is often the physical strength of the fastener material, not the tension or shear load capacities, that limit the strength of the connection. For sill plate applications, Powers publishes test data based on the use of 2x lumber to develop the capacities. The allowable bending load should be calculated by a design professional based on the material from which the fastener is manufactured. For threaded powder actuated fasteners and step shank pins, it is important to remember that the point of maximum stress is at the interface of the shank and the base material. For example, when calculating the bending load for a fastener such as a /4-20 threaded stud, it is important to use the shank diameter of 0.45 in calculations, not the 0.2 root diameter of the threads. ESIGN REFERENCE GUIE FOR LOAS Allowable Load Capacities The allowable load capacity which may be applied to a powder actuated fastener is based on applying a safety factor to the average ultimate load capacity obtained from testing according to ASTM Standards E 488 and E 90. One purpose of the safety factor is to allow for field variations which may differ from the testing conditions in the laboratory. An example is the type and strength of the base material. For proper performance, powder actuated fasteners must be installed by properly trained and licensed operators. In concrete and masonry materials, the values for allowable loads are based on applying a minimum safety factor of 5: or greater to the ultimate loads. Loads are based on testing fasteners installed in base materials having the designated strength at the time of installation. Values are for the fastener only, connected parts must be investigated separately. ue to the variability of powder actuated fasteners installed in concrete or masonry materials, use of multiple fasteners is recommended to increase reliability. The design data listed in the tables are suggested allowable load capacities based on the noted safety factors. These safety factors are based on industry experience and may need to be increased based on the application requirements or local codes as determined by the design professional responsible for the product installation. Proper spacing and edge distance guidelines must be followed Canada: (905) or (54) Powers USA: (800) or (94)

10 PROUCT INFORMATION Powder Actuated ESIGN REFERENCE GUIE FOR LOAS (Continued) Base Material Strength As discussed earlier in this manual, the strength of concrete and masonry base materials can vary widely. For installations in concrete, load capacities are published for powder actuated fasteners in normal-weight concrete in various compressive strength ranges. Linear interpolation of the data to calculate load capacities for fasteners installed in intermediate concrete strengths is permitted. Normally, the load capacities can be expected to increase as the compressive strength of the concrete base material increases. However, some types of high compressive strength concrete or concrete with a very hard aggregate may not be suitable for powder actuated fastenings. Job site installation tests are recommended to determine fastener suitability. For structural lightweight concrete, values are published for minimum 000 psi concrete with and without steel deck. For masonry base materials, the published load capacities are based on testing in a wall constructed from ASTM C 90, Grade N, lightweight block. Since the consistency of masonry block can vary widely, especially within the mortar used, these values should be used solely as a guide. Job site tests are recommended to determine actual load capacities when used in masonry walls. Base Material Thickness Spacing Setting fasteners too close together in concrete or masonry can cause cracking. The recommended minimum distance between fasteners is center to center. Unless specific fastener testing has been conducted to qualify the condition and location. Length Selection For permanent applications using pins in concrete, first determine the thickness of the fixture to be fastened. To this, add the required embedment or penetration into the base material. This will be the fastener shank length required. For applications in the face shell of masonry block, select a fastener length which will not exceed the thickness of the face shell. Fixture Embedment Threaded Length Embedment Penetration x Penetration Concrete base material should be at least three () times as thick as the fastener embedment penetration Unless specific fastener testing has been conducted to qualify the condition and location. If the concrete is too thin, the compressive forces forming at the fasteners point can cause the free face of the concrete to break away. This can create a dangerous condition from flying concrete and/or the fastener and also results in a reduction of fastener holding power. For applications in the face shell of concrete masonry block, select a fastener length which will not exceed the thickness of the face shell. Edge istance For removable applications with threaded studs, the shank length required is equal to the embedment depth required. To determine the minimum threaded length, add the thickness of the fixture and the nut / washer thickness. The nut and washer thickness is equal to the nominal thread diameter. For applications where /8 threaded studs are used at an embedment depth of -/8, the fasteners were driven up to the threaded portion of the part. o not over tighten threaded parts. Maximum tightening torque values are listed in the table below. Use of a nut setter is recommended to reduce the possibility of over tightening ]the fasteners. For critical applications, perform a job site test. Maximum Torque Maximum Torque for /4 Stud (ft.-) for /8 Stud (ft.-) 2 4 o not fasten closer than from the edge of concrete. If the concrete cracks, the fastener may not hold. Closer edge distances for applications such as sill plates may be permitted if specific fastener testing has been conducted to qualify the location. 0 Powers USA: (800) or (94) Canada: (905) or (54)

11 Powder Actuated PROUCT INFORMATION ESIGN REFERENCE GUIE FOR STEEL Allowable Load Capacities The allowable load capacity which may be applied to a powder actuated fastener is based on applying a safety factor to the average ultimate load capacity obtained from testing according to ASTM Standards E 488 and E 90. One purpose of the safety factor is to allow for field variations which may differ from the testing conditions in the laboratory. An example is the type and strength of the base material. For proper performance, powder actuated fasteners must be installed by properly trained and licensed operators. In steel materials, the values listed are based on a safety factor of 5: or greater to the ultimate loads. Values are for the fastener only, connected parts must be investigated separately. Use of multiple fasteners is recommended to increase reliability. The design data listed in the tables are suggested allowable load capacities based on the safety factors noted below each table. This safety factor is based on industry experience and may need to be increased based on the application or local code requirements as determined by the design professional responsible for the product installation. Proper spacing and edge distance guidelines must be followed. Base Material Strength The published allowable load capacities are based on testing conducted in ASTM A 6 structural steel with the fastener point fully penetrating the steel member. For use in higher strength steel, applications where the point of the fastener will not penetrate a thickness of steel greater than those listed in the tables, job site tests are recommended to determine the suitability of the application and the actual load capacities. Base Material Thickness Steel base materials should be a minimum of /8 in thickness. Edge istance Length Selection For permanent applications when using pins in steel, first determine the thickness of the fixture to be fastened. To this, add the thickness of the steel base material plus a minimum of /4 to allow for point penetration. This will be the minimum fastener shank length required. o not select a fastener length longer than that required for the application. An excessively long shank can burnish or polish the hole created in the steel resulting in a reduction in load capacity. Fixture Steel Thickness /4 Threaded Length Steel Thickness For removable applications with threaded studs, the shank length required is equal to the thickness of the steel base material plus a minimum of /4 to allow for point penetration. This will be the minimum fastener shank length required. o not select a shank length longer than that required for the application. An excessively long shank can burnish or polish the hole created in the steel resulting in a reduction in load capacity. To determine the minimum threaded length, add the thickness of the fixture and the nut / washer thickness. The nut and washer thickness is equal to the nominal thread diameter. o not over tighten threaded studs, the maximum tightening torque is listed in the table below. Use of a nut setter is recommended to reduce the possibility of over tightening the fasteners. For critical applications, perform a job site test. Base Material Maximum Torque Maximum Torque Thickness (in.) for /4 Stud (ft.-) for /8 Stud (ft.-) /8 2 4 /6 4 6 /4 6 0 /8 8 2 /4 Note: For steel base material thicknesses /2 and greater where point penetration is not possible, see the performance data for specific pins or perform a job site test to determine the suitability of the application and actual load capacities. For installations in steel, /2 is the recommended minimum edge distance. Spacing The recommended minimum distance between fastenings is -/2 center to center for installations in steel. 7 Canada: (905) or (54) Powers USA: (800) or (94)

12 PROUCT INFORMATION Performance ata PERFORMANCE ATA Ultimate Load Capacities for Powder Actuated Fasteners in Normal-Weight Concrete,2,,4,5 Pin escription Ballistic Point Pin (0.50 Shank) Ballistic Point Pin (0.8 /0.50 Shank) 0.00 Head rive Pin 8mm Head rive Pin /4-20 Threaded Stud (0.45 Shank) 8mm head Spiral CSI Pin (0.57 Shank) 0mm Head rive Pin (0.77 Shank) /8-6 Threaded Stud (0.205 Shank) /8 Head rive Pin (0.72 Shank) Ceiling Clips - Spiral CSI Pin (0.57 Shank) Ceiling Clips w/ 0.00 Head Pin (0.45 Shank) Economy Ceiling Clips w/ 0.00 Head Pin (0.45 Shank) Ballistic Point Ceiling Clip (0.8 /0.50 Shank) Ceiling Clips - LA Pin (0.52 Shank) Rod Hanger Ceiling Clip (0.45 Shank) Minimum Embedment epth h v in. (mm) 5/8 (5.9) /4 (9.) -/4 (.8) -/2 (8.) 5/8 (5.9) /4 (9.) -/4 (.8) -/2 (8.) /4 (9.) -/4 (.8) /4 (9.) -/4 (.8) -/4 (.8) --/2- (8.) -/4 (.8) -/2 (8.) /4 (9.) /4 (9.) /4 (9.) /4 (9.) -/8 (28.6) Minimum Concrete Compressive Strength (f c) 2,000psi 2,500psi,000psi 4,000psi 4,500psi 5,000psi 70 (.6) 590 (2.6) 60 (2.7) 80 (.6) 60 (2.7) 800 (.6) 590 (2.6) 780 (.5) (2.) (.4) (2.9) (4.2) () (4.4) 700,020 (.) (4.5) 690 (.),0 (5) 770 (.4),200 (5.) 820 (.6),50 (6) 870 (.9),500 (6.7) 80 (.6),460 (6.5),0 (5),490 (6.6),80 (6.),680 (7.5) 7,620 (.9),890 (8.4) 920 (4.),780 (7.9) - -,490 (6.6),780 (7.9),90 (8.6) 2,020 (9) 2,70 (0.5) 2,250 (0) (.) (2.) (.) (2.) (.) (2.) (.) (2.) (.) (2.) (2.) (2.8) (2.) (2.8) (2.2) (2.8) 500 (2.2) 700 (.) 650 (2.9) 775 (.4) 775 (.4) 775 (.4) 870 (.9),000 (4.4) 550 (2.4) 775 (.4) 775 (.4) 825 (.7) 975 (4.) 825 (.7),75 (5.2),000 (4.4) (2.6) (.9) ,75,75 (4) (.9) (5.2) (5.2),450,000 (6.4) (4.4) 750 (.) 850 (.8) 670 () 960 (4.) 670 () 960 (4.) 670 () 960 (4.),70 (7.6) 2,00 (9.),70 (7.6) 2,00 (9.),70 (7.6) 2,00 (9.),550 (6.9),925 (8.6) 50 (.6) 475 (2.) 525 (2.) 725 (.2) 540 (2.4) 740 (.) 50 (.6) 500 (2.2) 550 (2.4) 750 (.) (.9) (4.) (4) (4.2) (4) (4.2),075 (4.8),050 (4.7),225 (5.4),25 (5),225 (5.4),25 (5) 800 (.6) 850 (.8),225 (5.4),25 (5) 475 (2.) 675 () 475 (2.) 675 () 800 (.6) 675 () 800 (.6) 675 () 850 (.8),00 (4.9) 850 (.8),00 (4.9),000 (4.4),600 (7.),000 (4.4),600 (7.),50 (5.),75 (6.),75 (6.),625 (7.2),475 (6.6),975 (8.8),475 (6.6),975 (8.8) 90 (4.),780 (7.9),60 (5.2) 2,20 (9.4),0 (5.8) 2,20 (9.4),600 (7.) 2,20 (9.4),470 (6.5) 2,540 (.) 2,040 (9.) 2,540 (.) 2,040 (9.) 2,540 (.) 2,040 (9.) 2,540 (.) 700 (.),000 (4.4) 700 (.),000 (4.4) (.) (2.) (.4) (2.) (.6) (.2) (.6) (.2) 00 (.) 550 (2.4) 475 (2.) 600 (2.7) 500 (2.2) 800 (.6) 500 (2.2) 800 (.6) 250 (.) 475 (2.) 00 (.) 525 (2.) 50 (.6) 725 (.2) 50 (.6) 725 (.2) 250 (.) 600 (2.7) 00 (.) 600 (2.7) 500 (2.2) 750 (.) 500 (2.2) 750 (.) 500 (2.2),020 (4.5) (.) (.) (.) (2.9) () (.6) () (.6) 900 (4) (4) -. Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2. Concrete thickness must be a minimum of three times the embedment depth.. The ultimate tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 4. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables. 5. Multiple fasteners are recommended for any attachment for increased reliability. 2 Powers USA: (800) or (94) Canada: (905) or (54)

13 Performance ata PROUCT INFORMATION PERFORMANCE ATA Allowable Load Capacities for Powder Actuated Fasteners in Normal-Weight Concrete,2,,4,5 Pin escription Ballistic Point Pin(0.50 Shank) Ballistic Point Pin (0.8 /0.50 Shank) 0.00 Head rive Pin 8mm Head rive Pin /4-20 Threaded Stud (0.45 Shank) 8mm head Spiral CSI Pin (0.57 Shank) Minimum Embedment epth h v in. (mm) 5/8 (5.9) /4 (9.) -/4 (.8) -/2 (8.) 5/8 (5.9) /4 (9.) -/4 (.8) /2 (8.) /4 (9.) -/4 (.8) /4 (9.) -/4 (.8) -/4 (.8) -/2 (8.) -/4 (.8) -/2 (8.) /4 (9.) /4 (9.) /4 (9.) /4 (9.) -/8 (28.6) (0.) (0.5) 25 (0.) 60 (0.) 00 0 (0.5) 5 (0.5) Minimum Concrete Compressive Strength (f c) 2,000psi 2,500psi,000psi 4,000psi 4,500psi 5,000psi 75 (0.) (0.6) () (0.6) 55 (0.7) (0.5) 70 0 (.4) (0.) 85 (.7) (0.) (0.6) (0.) 95 0 (0.6) 55 (0.7) 80 4 (0.6) 42 (.5) (0.5) 50 (0.7) () (0.6) 55 (0.7) 65 (0.7) (0.9) 420 (.9) 75 (0.) (0.5) (.) (0.7) 95 (0.9) 25 () 4 (0.6) 42 (.5) (0.6) (0.9) 255 (.) (0.6) 55 (0.7) 65 (0.7) (0.9) 420 (.9) 75 (0.) (0.5) 205 (0.9) 295 (.) 25 (0.) () 290 (.) 4 (0.6) 42 (.5) 00 0 (0.6) (.) 280 (.2) (0.6) 200 (0.9) 200 (0.9) 200 (0.9) 92 (0.9) 420 (.9) (0.5) (0.6) (0.5) (0.7) (0.) (0.5) (0.7) 0mm Head rive Pin (0.77 Shank) () (0.9) (.) () (.) () (0.7) (.) () (0.6) (0.6) (0.7) (0.5) (0.7) (0.5) /8-6 Threaded Stud (0.205 Shank) () (0.7) () (0.9) (.4) (0.9) (.4) () (.2) (.2) (.4) (.) (.8) (.) (.8) /8 Head rive Pin (0.6) () (0.6) (.) (0.9) (.2) (0.9) (.2) (0.72 Shank) (.2) () (.4) () (.4) () (.4) Ceiling Clips - Spiral CSI Pin (0.57 Shank) (0.6) (0.9) (0.6) (0.9) Ceiling Clips w/ 0.00 (0.) (0.) (0.5) (0.) (0.6) (0.) (0.6) Head Pin (0.45 Shank) (0.5) (0.5) (0.7) (0.7) Economy Ceiling Clips w/ 0.00 (0.) (0.) (0.) (0.6) (0.) (0.6) Head Pin (0.45 Shank) (0.5) (0.7) (0.7) (0.5) (0.7) Ballistic Point Ceiling Clip (0.8 /0.50 Shank) (0.9) Ceiling Clips - LA Pin (0.52 Shank) (0.6) (0.6) (0.7) (0.6) (0.7) Rod Hanger Ceiling Clip (0.45 Shank) -. Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2. Concrete thickness must be a minimum of three times the embedment depth.. The allowable tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 4. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead. 5. Multiple fasteners are recommended for any attachment for increased reliability. 9 Canada: (905) or (54) Powers USA: (800) or (94)

14 PROUCT INFORMATION Performance ata PERFORMANCE ATA Ultimate Load Capacities for Powder Actuated Fasteners in Lightweight Concrete,2,,4,6 Pin escription Ballistic Point Pin (0.50 Shank) Ballistic Point Pin (0.8 /0.50 Shank) 0.00 Head rive Pin 8mm Head rive Pin (0.45 Shank) /4-20 Threaded Stud (0.45 Shank) /8 Head rive Pin (0.72 Shank) 0mm Head rive Pin 5 (0.77 Shank) /8-6 Threaded Stud (0.205 Shank) Minimum Embedment epth h v in. (mm) /4 (9.) -/4 (.8) -/2 (8.) /4 (9.) -/4 (.8) -/2 (8.) -/4 (.8) -/4 (.8) -/2 (8.) -/4 (.8) /8 (4.9) -/2 (8.) -5/8 (4.) /4 (.8),000psi Lightweight Concrete 560 (2.5) 570 (2.5) 80 (.6),040 (4.6) 600 (2.7),000 (4.4),220 (5.4),440 (6.4) Minimum Concrete Compressive Strength (f c) 50 (.6) 550 (2.4) 700 (.) 840 (.7),000psi Lightweight Concrete, Over 20 Gage eck Lower Flute Upper Flute Top of Slab Powers USA: (800) or (94) Canada: (905) or (54) ,0 (5.8),50 (6),80 (6.),400 (6.2) 50 (.6) 550 (2.4) 700 (.) 840 (.7),0 (5.8),50 (6),80 (6.),400 (6.2) 50 (.6) 650 (2.9) 650 (2.9) 50 (.6) 650 (2.9) 650 (2.9),20 (5.4),50 (5.),575 (7),850 (8.2) 2,400 (0.7) 50 (.6) 850 (.8) 625 (2.8) 900 (4) 900 (4) 625 (2.8) 900 (4),540 (6.9),620 (7.2),200 (5.),575 (7),850 (8.2) 2,25 (0.) (2.7) 960 (4.),90 (5.) 50 (.6) 525 (2.) 620 (2.8) 860 (.8) 875 (.9),025 (4.6),75 (5.2),25 (5.9) 650 (2.9),25 (5.9),450 (6.4),695 (7.5),895 (8.4) 850 (.8) 875 (.9),80 (8.),90 (8.6),475 (6.6),575 (7),700 (7.6),800 (8) 50 (.6) 425 (.9) 880 (.9),45 (6.),90 (5.) 50 (.6) 525 (2.),45 (6.) 860 (.8),45 (6.),025 (4.6),75 (5.2) 2,0 Ultimate Load Capacities for Powder Actuated Fastener Ceiling Clips in Lightweight Concrete,2,,4,6 Pin escription Minimum Embedment epth h v in. (mm),000psi Lightweight Concrete 45 Minimum Concrete Compressive Strength (f c) - -,450 (6.4),695 (7.5),895 (8.4) 850 (.8) 875 (.9),80 (8.),90 (8.6),865 (8.),575 (7),700 (7.6),0 (.9) 825 (.7),25 (5) 445 (2),000 (4.4),250 (5.6),700 (7.6) 465 (2.),075 (4.8),525 (6.8),875 (8.) 50 (.6) 425 (.9),000psi Lightweight Concrete, Over 20 Gage eck Lower Flute Upper Flute /4 (9.) 250 (.) 200 (0.9) 400 (.8) 200 (0.9) 200 (0.9) 600 (2.7) 200 (0.9) 600 (2.7) Ceiling Clips - w/ 0.00 Head Pin (0.45 Shank) 00 (.) 200 (0.9) 400 (.8) 225 () 50 (.6) 600 (2.7) 225 () 600 (2.7) -/8 (28.6) 00 (.) 200 (0.9) 400 (.8) 605 (2.7) 50 (.6) 600 (2.7) 680 () 600 (2.7) / Economy Ceiling Clips (9.) (.) () (.8) (0.9) (0.9) (2.7) (0.9) (2.7) w/ 0.00 Head Pin (0.45 Shank) (.) (2) (.8) () () (2.7) () (2.7) Ballistic Point Ceiling Clip (0.8 /0.50 Shank) /4 (9.) - 00 (.) -,00 (5.8) 00 (.),00 (5.8) Ceiling Clips - LA Pin (0.52 Shank) /8 (28.6) 475 (2.) 525 (2.) 725 (.2) 440 (2) 400 (.8) 625 (2.8) 440 (2) 625 (2.8). Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2. Concrete thickness must be a minimum of three times the embedment depth.. The ultimate tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 4. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables. 5. The shear load listed is perpendicular to the flute. The shear value parallel to the flute is 2,025 lbs (9. kn). 6. Multiple fasteners are recommended for any attachment for increased reliability (.7),25 (5)

15 Performance ata PROUCT INFORMATION PERFORMANCE ATA Allowable Load Capacities for Powder Actuated Fasteners in Lightweight Concrete,2,,4,6 Pin escription Ballistic Point Pin (0.50 Shank) Ballistic Point Pin (0.8 /0.50 Shank) 0.00 Head rive Pin 8mm Head rive Pin (0.45 Shank) /4-20 Threaded Stud (0.45 Shank) /8 Head rive Pin (0.72 Shank) 0mm Head rive Pin 5 (0.77 Shank) /8-6 Threaded Stud (0.205 Shank) Minimum Embedment epth h v in. (mm) /4 (9.) -/4 (.8) /2 (8.) /4 (9.) -/4 (.8) -/2 (8.) -/4 (.8) -/4 (.8) -/2 (8.) -/4 (.8) -/8 (4.9) -/2 (8.) -5/8 (4.) -/4 (.8),000psi Lightweight Concrete 60 (0.) 70 (0.) 00 0 (0.6) 75 (0.) 25 (0.6) 55 (0.7) 80 Minimum Concrete Compressive Strength (f c ) (0.) (0.5),000psi Lightweight Concrete, Over 20 Gage eck Lower Flute Upper Flute Top of Slab 60 (0.7) 65 (0.7) (0.) (0.5) 70 (0.) 0 (0.6) 0 (0.6) 70 (0.) 70 (0.) 65 (0.) 55 (0.7) 95 (0.9) 5 (.4) 70 (.6) 40 (.8) 70 (0.) (0.6) (0.6) 95 (0.9) 205 (0.9) 205 (0.9) 5 (.4) 70 (.6) 95 (.8) 0 (0.6) 265 (.2) Allowable Load Capacities for Powder Actuated Fastener Ceiling Clips in Lightweight Concrete,2,,4,6 Pin escription Minimum Embedment epth hv in. (mm) 20 (0.5) () 5 65 (0.) 5 05 (0.5) (0.9) 25 () 265 (.2) (.) 40 (.5) 80 (.7) 60 (0.7) () 240 (.) 295 (.) 5 (.4) 40 (.5) 60 (.6) 65 (0.7) 225 () (.2) 25 () 5 65 (0.) 5 05 (0.5) 285 (.) 205 (0.9) 25 () 5 (.4) (0.7) 65 (0.7) (.) 40 (.5) 80 (.7) 60 (0.7) () 240 (.) 425 (.9) 5 (.4) 40 (.5) 485 (2.2) 65 (0.7) 225 () 70 (0.) 200 (0.9) 250 (.) 40 (.5) 70 (0.) 25 () 05 (.4) 75 (.7) Minimum Concrete Compressive Strength (f c),000psi Lightweight Concrete, Over 20 Gage eck,000psi Lightweight Concrete Lower Flute Upper Flute /4 (9.) (0.) (0.5) 5 20 (0.5) Ceiling Clips - w/ 0.00 Head Pin (0.45 Shank) 60 (0.) (0.) 20 (0.5) (0.5) -/8 (28.6) 60 (0.) (0.5) 70 (0.) 20 (0.5) 5 (0.6) 20 (0.5) Economy Ceiling Clips - w/ 0.00 /4 (9.) (0.) 0 (0.) 40 5 (0.6) 0 (0.) 5 (0.6) Head Pin (0.45 Shank) (0.5) (0.6) 55 5 (0.6) Ballistic Point Ceiling Clip / (0.8 /0.50 Shank) (9.) (0.) (.2) (0.) (.2) Ceiling Clips - LA Pin (0.52 Shank) -/8 (28.6) (0.5) 45 (0.6) (0.6) (0.6). Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2. Concrete thickness must be a minimum of three times the embedment depth.. The tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 4. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead. 5. The shear load listed is perpendicular to the flute. The shear value parallel to the flute is 5 lbs (.4 kn). 6. Multiple fasteners are recommended for any attachment for increased reliability. 5 Canada: (905) or (54) Powers USA: (800) or (94)

16 PROUCT INFORMATION Performance ata PERFORMANCE ATA Ultimate Load Capacities for Powder Actuated Fasteners used to Install Sill Plates onto Normal-Weight Concrete,2 Pin escription Ballistic Point Pin 0.00 / 8mm Head rive Pin or /4-20 Threaded Stud (0.45 Shank) /8 Head rive Pin (0.72 Shank) Minimum Embedment epth h v in. (mm) -/2 (8.) -/2 (8.) -/2 (8.) 920 (4.) 600 (2.7) 900 (4.0) Minimum Concrete Compressive Strength (f c) f c 2,000 psi (.8 (MPa) Perpendicular to Concrete,060 (4.7) 900 (4.0) 960 (4.) Parallel to Concrete,200 (5.),50 (5.),50 (5.). The values listed above are ultimate load capacities which should be reduced by a minimum factor of safety of 5.0 or greater to determine the allowable working load. Consideration of safety factors of 0 or higher may be necessary depending on the application, such as life safety or overhead. 2. Multiple fasteners are recommended for any attachment for increased reliability. Ultimate Load Capacities for Powder Actuated Fasteners in ASTM A6 Steel,2,,5 Nominal Steel Thickness Pin escription Shank Type /8 /6 /4 /8 /2 4 Ballistic Point Pin (0.50 Shank) Smooth 590 (2.6) 2,090 (9.) 90 (4.0),00 (.5),560 (6.9) 2,70 (2.) 2,250 (0.0) 2,625 (.7) 0.00 Head rive Pin 8mm Head rive Pin (0.45 Shank) Knurled Smooth,00 (4.9) 865 (.8) 990 (4.4),25 (5.9),705 (7.6),775 (7.9),050 (.6) 2,825 (2.6) 2,240 (0.0) 2,050 (9.) 2,800 (2.5) 2,800 (2.5) 2,600 (.6) 2,40 (0.7),025 (.5) 2,620 (.7) 2,650 (.8),970 (8.8) 2,875 (2.8) 2,600 (.6) 8mm head CSI Pin (0.57 Shank) Spiral Knurled 4,80 (2.4),99 (4.2),90 (5.) 2,925 (.0) 2,675 (.9) 2,825 (2.6) /4-20 Threaded Stud (0.45 Shank) Knurled,00 (4.9) 2,20 (9.9),60 (7.) 2,770 (2.) 2,60 (9.6),00 (4.7) 2,560 (.4),760 (6.7) /8 Head rive Pin (0.72 Shank) Smooth 950 (4.2) 2,700 (2.0),490 (6.6),700 (6.5),820 (8.),890 (7.),020 (.4) 4,20 (8.8) 0mm Head rive Pin (0.77 Shank) Smooth 850 (.8) 4,50 (8.5),00 (5.8) 4,50 (8.5),900 (8.5) 4,400 (9.6),675 (6.) 4,075 (8.) /8-6 Threaded Stud (0.205 Shank) Knurled,20 (5.0) 2,770 (2.) 2,700 (2.0) 5,460 (24.),70 (6.6) 8,090 (6.0) Ceiling Clips w/ 0.00 Head Pin (0.45 Shank) Smooth,00 (4.6),90 (5.),090 (4.8),90 (5.),090 (4.8),90 (5.),090 (4.8),90 (5.) Economy Ceiling Clips w/ 0.00 Head Pin (0.45 Shank) Smooth 950 (4.2),290 (5.7),090 (4.8),290 (5.7),090 (4.8),290 (5.7),090 (4.8),290 (5.7) Ceiling Clips - LA Pin (0.52 Shank) Smooth,80 (5.2),200 (5.),80 (5.2),200 (5.),80 (5.2),200 (5.),80 (5.2),200 (5.). The ultimate tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables.. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating through the steel base material. 4. Fasteners must be driven to obtain a minumum embedment of /2. The point of the fastener does not need to penetrate through the steel base material. 5. Multiple fasteners are recommended for any attachment for increased reliability. 6 Powers USA: (800) or (94) Canada: (905) or (54)

17 Performance ata PROUCT INFORMATION PERFORMANCE ATA Allowable Load Capacities for Powder Actuated Fasteners in ASTM A6 Steel,2,,5 Pin escription Ballistic Point Pin (0.50 Shank) 0.00 Head rive Pin 8mm Head rive Pin (0.45 Shank) 8mm head Spiral CSI Pin (0.57 Shank) /4-20 Threaded Stud (0.45 Shank) /8 Head rive Pin (0.72 Shank) 0mm Head rive Pin (0.77 Shank) /8-6 Threaded Stud (0.205 Shank) Ceiling Clips - w/ 0.00 Head Pin (0.45 Shank) Economy Ceiling Clips w/ 0.00 Head Pin (0.45 Shank) Ceiling Clips - LA Pin (0.52 Shank) Shank Type Smooth Knurled Smooth Spiral Knurled Knurled Smooth 20 (0.5) 220 (.0) (.2) 220 (.0) 90 Nominal Steel Thickness /8 /6 /4 /8 / (.9) 200 (0.9) 265 (.2) 540 (2.4) 445 (2.0) 540 (2.4) Smooth Knurled Smooth Smooth Smooth 225 (.0) 205 (0.9) (.0) 555 (2.5) 240 (.) 260 (.2) 240 (.) (.5) 55 (.6) 55 (2.) 25 (.4) 00 (.) (2.4) 220 (.0) 20 (0.9) 240 (.) 605 (2.7) 60 (2.7) 565 (2.5) 585 (2.6) 555 (2.5) 740 (.) 545 (2.4),090 (4.8) 240 (.) 260 (.2) 240 (.) 0 (.4) 445 (2.0) 40 (.8) 75 (.) 40 (.9) 65 (.6) 50 (0.7) 745 (.) 220 (.0) 20 (0.9) 25 (.0) 545 (2.4) 560 (2.5) 560 (2.5) 55 (2.4) 660 (2.9) 780 (.5) 545 (2.4) 620 (2.8) 240 (.) 260 (.2) 240 (.) 450 (2.0) 520 (2.) 465 (2.) 65 (2.7) 50 (2.) 605 (2.7) 245 (.) 525 (2.) 605 (2.7) 90 (.7) 495 (2.2) 750 (.) 845 (.8) 755 (.4) 490 (2.2) 90 (.7) 55 (2.4) 575 (2.6) 520 (2.) 565 (2.5) 640 (2.8) 600 (2.7) 220 (.0) 20 (0.9) 25 (.0) 240 (.) 260 (.2) 240 (.). The allowable tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead.. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating through the steel base material. 4. Fasteners must be driven to obtain a minumum embedment of /2. The point of the fastener does not need to penetrate through the steel base material.5. Multiple fasteners are recommended for any attachment for increased reliability. 5. Multiple fasteners are recommended for any attachment for increased reliability. 7 Canada: (905) or (54) Powers USA: (800) or (94)

18 PROUCT INFORMATION Performance ata PERFORMANCE ATA Ultimate Load Capacities for Powder Actuated Fasteners in ASTM A572 Steel,2,,5 Pin escription Shank Type Nominal Steel Thickness /8 /6 /4 /8 /2 4 0mm Head rive Pin (0.77 Shank) Smooth,275 (5.7),850 (7.),075 (4.8),250 (4.5),800 (8.0),900 (7.) 2,275 (0.) 4,250 (8.9) 8mm head CSI Pin (0.57 Shank) Spiral Knurled,625 (7.2) 2,550 (.) 2,750 (2.2),50 (4.0). The ultimate tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables.. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating throug the steel base material. 4. 8mm head CSI pin and 0mm head drive pin fasteners must be driven to obtain a minumum embedment of /2. The point of the fastener does not need to penetrate through the steel base material. 5. Multiple fasteners are recommended for any attachment for increased reliability.,975 (7.7) 2,900 (2.9),00 (4.7) Allowable Load Capacities for Powder Actuated Fasteners in ASTM A572 Steel,2,,5 Pin escription 0mm Head rive Pin (0.77 Shank) 8mm head CSI Pin (0.57 Shank) Shank Type Smooth Spiral Knurled 255 (.) 25 (.4) 2,675 (.9) 2,900 (2.9) Nominal Steel Thickness /8 /6 /4 /8 / (.4) 50 (2.2) 25 (.0) 550 (2.4) 650 (2.9) 60 (2.8) 295 (.) 795 (.5) 75 (.) 580 (2.6) 55 (.6) 660 (2.9) 785 (.5) 55 (2.4),050 (.6). The allowable tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead.. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating throug the steel base material. 4. 8mm head CSI pin and 0mm head drive pin fasteners must be driven to obtain a minumum embedment of /2. The point of the fastener does not need to penetrate through the steel base material. 5. Multiple fasteners are recommended for any attachment for increased reliability. 580 (2.6) 60 (2.7) Ultimate Load Capacities for Powder Actuated Fasteners in Masonry (f m,500),2,,4 Pin escription Ballistic Point Pin (0.8 /0.50 Shank).00 /8mm Head rive Pin or /4-20 Threaded Stud (0.45 Shank) /8 Head rive Pin (0.72 Shank) /8-6 Threaded Stud (0.205 Shank) Minimum Embed. epth hv in. (mm) 20 (.4) 20 (.4) Hollow CMU Grout-filled Concrete Masonry Face Face Mortar Joint 740 (.) 740 (.) 60 (0.7) 570 (2.6) 570 (2.6) 740 (.) 860 (.9) 900 (4.) 900 (4.) 850 (.8),460 (6.6). Successful fastening to the face shell of Hollow CMU is typically done with the lightest powder load level. 2. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables.. Multiple fasteners are recommended for any attachment for increased reliability. 4. Concrete masonry units are typical 8 x 8 x 6 inch units meeting the requirements of ASTM C90, Grade N, lightweight block. 670 (.0) 50 (2.) 50 (2.) 960 (4.) 960 (4.),060 (4.8),00 (4.6) 8 Powers USA: (800) or (94) Canada: (905) or (54)

19 Performance ata PROUCT INFORMATION PERFORMANCE ATA Allowable Load Capacities for Powder Actuated Fasteners in Masonry (f m,500),2,,4 Pin escription 0.00 / 8mm Head rive Pin or /4-20 Threaded Stud (0.45 Shank).8 Head rive Pin (0.72 Shank) /8-6 Threaded Stud (0.205 Shank) Minimum Embedment epth h v in. (mm) 5 Hollow CMU Grout-Filled Concrete Masonry Cell Cell Mortar Joint (0.) 65 (0.) 95 5 (0.5) 05 (0.5) (0.5). Successful fastening to the face shell of Hollow CMU is typically done with the lightest powder load level. 2. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead.. Multiple fasteners are recommended for any attachment for increased reliability. 4. Concrete masonry units are typical 8 x 8 x 6 inch units meeting the requirements of ASTM C90, Grade N, lightweight block (0.5) 85 5 (0.6) 0 (0.6) Ultimate and Allowable Tensile Pullover Capacities for Light Steel Framing with Powder-Actuated Fasteners,2, Pin escription Head/Shank iameter Ultimate lbs Minimum Thickness of Sheet Steel or Framing Member 6 Gage 8 Gage 20 Gage 22 Gage 24 Gage Allowable lbs Ultimate lbs Allowable lbs Ultimate lbs Allowable lbs Ultimate lbs Allowable lbs Ultimate lbs Allowable lbs 8mm Top Hat Pin 0.5 /0.45 2,650 (.9) 50 (2.4) 2,470 (.) 495 (2.2),20 (5.4) 240 (.) 895 (4.0) (2.6) 5 (0.5) 8mm Pin without Washer 0.5 / /0.57,470 (6.6) 295 (.),050 (4.7) 20 (0.9) 70 (.) 45 (0.7) 45 (.9) 85 8mm Pin with Washer 0.5 /0.45,575 (7.) 0 (.4),85 (5.) 25 (.) 990 (4.5) 200 (0.9) 795 (.6) 60 (0.7).00 Pin with 7/8 washer 0.00 / (.6) 60 (0.7) 645 (2.9) 0 (0.6) 500 (2.) 00 (0.5) 0mm Pin without Washer 0.90 /0.77 2,0 (0.5) 465 (2.),750 (7.9) 50 (.6),85 (5.) 25 (.) 890 (4.0) (2.7) 20 (0.5). Tabulated allowable pullover load values were tested in accordance with ICC-ES AC70 and are based on an applied safety factor of Allowable pullover capacities of sheet steel or framing member should be compared to the fastener tensile load capacities in concrete, steel and masonry to determine the controlling resistance load.. For pins with washer assemblies, the washer thickness is 4 gage minimum Canada: (905) or (54) Powers USA: (800) or (94)

20 PROUCT INFORMATION Fasteners.00 Head rive Pins PROUCT ESCRIPTION rive pins with a.00 head are designed for permanently fastening a fixture to concrete, some types of concrete block, and A6 or A572 structural steel. The pins are formed with a 0.45 diameter shank in various lengths, and a specially designed point to allow proper penetration into typical base materials. Knurled shank designs are available to increase performance in steel base materials. A plastic flute is mounted over the point to retain the drive pin in the fastener guide of the tool providing guidance during the driving operation. Blue Magic TM pins offer a hard plastic flute for improved centering in the tool and tip protection. FASTENERS SIZE.00 Head rive Pins Cat. No. Shank Length Shank iameter Standard Box Standard Carton Wt./ /2 (K) , /8 (K) , / , , / , / , , / , / , ,000.8 (K) = knurled.00 Head rive Pins Master Pack Cat. No. Shank Length Shank iameter Standard Box Standard Carton Wt./ /2 (K) 0.45,000 5, /8 (K) 0.45,000 5, /4 0.45,000 5, ,000 5, /4 0.45,000 5, /2 (K) Top Hat 0.45,000 5, /4 Top Hat 0.45,000 5, (K) = knurled.00 Head Step Shank rive Pins Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ * /4 Step Shank 0.45/ , * Step Shank 0.45/ , * iscontinued item once current stock exhausted. 20 Powers USA: (800) or (94) Canada: (905) or (54)

21 Fasteners PROUCT INFORMATION.00 Head rive Pins with Top Hat PROUCT ESCRIPTION These pins are used primarily for applications fastening drywall track to concrete or steel. Pins are assembled with a metal top hat to provide faster insertion into the driving tool with reduced possibility of pricking a finger during load and to provide extra bearing surface against the drywall track. FASTENERS SIZE Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ /2 (K) , /8 (K) , / , , (K) = knurled Canada: (905) or (54) Powers USA: (800) or (94)

22 PROUCT INFORMATION Fasteners Mechanically Galvanized (MG) rive Pins for Pressure Treated Lumber PROUCT ESCRIPTION The Powers MG powder actuated fasteners are designed with mechanically galvanized coating in accordance with ASTM B695, Class 55 for fastening through pressure treated lumber into concrete and grout-filled concrete masonry. These drive pins provide an equivalent solution for code compliant wood to concrete fastening applications and are available with a round washer for increased pullover resistance. FASTENERS SIZE.00 Head MG Pin (No Washer) Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ MG -/ , MG , MG 2-/ , MG , Head MG Pin with Round Washer Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./00 500MG -/ , MG , MG 2-/ , MG , Powers USA: (800) or (94) Canada: (905) or (54)

23 Fasteners PROUCT INFORMATION 8mm Head rive Pins PROUCT ESCRIPTION rive Pins with a 8mm head are designed for permanently fastening a fixture to concrete, some types of masonry, and A6 or A572 structural steel. The pins are manufactured with a 0.45 diameter shank in various lengths. Knurled shank designs are available to increase performance in steel base materials. A 8mm plastic washer is mounted over the point to retain the drive pin in the fastener guide of the tool providing centered guidance during the driving operation. FASTENERS SIZE 8mm Head rive Pins Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ mm (K)-5/ , mm (K)-/ , mm-7/ , mm , mm--/ , mm--/ , mm--5/ , mm--7/ , mm , mm-2-/ , mm-2-/ , mm-2-7/ ,000.6 (K) = knurled 8mm Head rive Pins with Top Hat These pins are used primarily for applications fastening drywall track to concrete or steel. They are assembled with a metal top hat to provide faster insertion into the driving tool with reduced possibility of pricking a finger during loading and to provide extra bearing surface against the drywall track. Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ mm (K)-5/ , mm-7/ , mm , (K) = knurled 8mm Head iameter rive Pins with Top Hat Master Pack Cat.No. Shank Length Shank iameter Standard Box Std. Carton Wt./ mm (K)-5/8 TH 0.45,000 5, mm 7/8 TH 0.45,000 5, Canada: (905) or (54) Powers USA: (800) or (94)

24 PROUCT INFORMATION Fasteners 8mm Head Spiral CSI Pins FASTENERS SIZE 8mm Head Spiral CSI Pins The pins were designed to provide premium performance in concrete and steel base materials. The pins are manufactured with a 0.57 diameter shank in various lengths and with a spiral knurling for consistent optimized performance in concrete and steel (including I-Beams). Cat.No. Shank Length Shank iameter Standard Box Standard Carton /8 (K) /4 (K) /8 (K) (K) /2 (K) /8 (K) /4 (K) (K) /8 (K) (K)- Knurled 8mm Head Spiral CSI Collated Pins Cat. No. Shank Length Shank iameter Standard Box Standard Carton /8 (K) , /4 (K) , /8 (K) , (K) , /4 (K) , /2 (K) , /8 (K) , (K) , /8 (K) ,500 (K)- Knurled 24 Powers USA: (800) or (94) Canada: (905) or (54)

25 Fasteners PROUCT INFORMATION TM Ballistic Point PROUCT ESCRIPTION rive Pins Premium drive pins with a 0.00 head have a specially designed point to allow more consistent penetration into harder base materials and will reduce failures in dense concrete and steel. rive Pins are manufactured with 0.50 diameter shank and a 0.8 step shank in various lengths. A plastic flute is mounted over the point to retain the drive pin in the fastener guide of the tool providing guidance during the driving operation. Ballistic Point rive Pins are ideal for fastening to steel and hard concrete. Standard powder actuated pins fasten inconsistently in steel and harder concrete base materials. Ballistic Point rive Pins have a unique pointed tip for more consistent performance. Pin penetration into difficult base materials is improved due to a rolled manufacturing process and a black coating applied to the pin. FASTENERS SIZE Ballistic Point TM rive Pins (Black) Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ / , / , Ballistic Point TM Step Shank rive Pins (Black) Cat.No. Shank Length Shank iameter Standard Box Standard Carton Wt./ /4 0.8/ , /8 0.8/ , Canada: (905) or (54) Powers USA: (800) or (94)

26 PROUCT INFORMATION Fasteners Threaded Studs PROUCT ESCRIPTION Threaded studs are available in /4-20 and /8-6 thread diameters with a variety of thread and shank lengths for use in concrete, some types of concrete block, and A6 or A572 structural steel. They are used for applications where it may be desirable to remove the fixture, where shimming may be required or for suspending sprinkler systems. The /8-6 threaded studs have FM approval. The shank diameter for the threaded studs is 0.45 for the /4-20 diameter and for the /8-6 diameter. Both sizes have a specially designed point to allow proper penetration into the base material. Knurled shank designs are available to increase performance in steel base materials. A plastic flute is mounted over the point to retain the drive pin in the fasteners guide of the tool providing guidance during the driving operation. On the /4-20 threaded studs a plaster cap is also provided to protect the threads of the fastener during the driving process as well as providing guidance during installation. FASTENERS SIZE /4-20 Threaded Studs Cat.No. Thread Length Shank Length Shank ia. Standard Box Std. Carton Wt./ /4 /2 (K) , /4 / , / , / , /4 -/ ,000.5 (K) = knurled /8-6 Threaded Studs Cat.No. Thread Length Shank Length Shank ia. Standard Box Std. Carton Wt./ /4 /4 (K) , / , /4 -/ ,000.8 (K) = knurled 26 Powers USA: (800) or (94) Canada: (905) or (54)

27 Assemblies & Accessories PROUCT INFORMATION Ceiling Clip Assemblies PROUCT ESCRIPTION For acoustical applications and suspended ceiling systems or light fixtures. Several styles of angled clips are pre-mounted onto pins..00 Head rive Pins with Ceiling Clips Catalog Number Shank Length Shank iameter Wire Hole Standard Box Standard Carton , * -/ , / , * -/ ,000.2 * Economy Clip 8mm Head rive Pins with Ceiling Clips Catalog Number Shank Length Shank iameter Wire Hole Standard Box Standard Carton mm ( ) , mm (-/4 ) ,000.7 Catalog Number Shank Length Shank iameter Head ia. Wire Hole Standard Box Standard Carton Wt./00 Wt./ mm (-/4 ).77 8mm , mm Head Spiral CSI rive Pin with Ceiling Clip Wt./00 Cat.No. escription Head ia. Shank ia. Wire Hole Std. Box Std. Ctn /8 CSI with Ceiling Clip , CSI with Ceiling Clip ,000 Ballistic Point rive Pin with Ceiling Clip (45 o ) Cat.No. escription Head ia. Shank ia. Wire Hole Std. Box Std. Ctn /8 with Ceiling Clip / , /4 with Ceiling Clip / ,000 Pre-Assembled Pin and Clip for LA Tool (45 o ) Catalog Number 5048 Shank Length Pre-assembled Pin & Clip (LA) Shank iameter Head iameter Wire Hole Standard Box Standard Carton Wt./ , The assembly is designed for use in a LA type tool. BX and Conduit Clip Assemblies PROUCT ESCRIPTION For the electrical trade, BX and conduit clips are provided in various sizes for attaching conduit to base materials where easy removal is not a requirement..00 Head rive Pins with BX Cable Straps Cat.No. Shank Length Shank ia. Standard Box Std. Carton Wt./ ,000.5 Economy Clip.00 Head Pins with Conduit Clips Cat.No. Shank Length Shank ia. Standard Box Std. Carton Wt./ /2 EMT Pin , /4 EMT / * /4 EMT Pin /4 EMT -/8 Pin * EMT Pin * With Top Hat 8mm Head rive Pins with Conduit Clips Cat.No. Shank Length Shank ia. Std. Box Std. Carton Wt./ mm w/ /2 EMT , mm w/ /4 EMT mm w/ EMT Canada: (905) or (54) Powers USA: (800) or (94)

28 PROUCT INFORMATION Assemblies & Accessories Rod Hanging PROUCT ESCRIPTION 8mm Head rive Pins with Rod Hanger Clip Catalog Number escription Shank iameter Standard Box Standard Carton mm (-/4 ) CSI Pin with /4-20 Rod Hanger , mm (-/4 ) Pin with /4-20 Rod Hanger , mm (-/4 ) Pin with /8-6 Rod Hanger , Head rive Pins with Ceiling & Post Nut Catalog Number escription -/8 (29mm) Head Pin with omed Right Angle Ceiling Clip & Post Nut -/4 (2mm) Head Pin with omed Right Angle Ceiling Clip & Post Nut Shank iameter Standard Box Standard Carton , ,000 Ceiling Clip Assemblies PROUCT ESCRIPTION Rebar basket clips are typically used in highway construction and paving applications to hold the support baskets for the reinforcing bars in place while the concrete is being poured. 8mm Head rive Pins with Rebar Basket Clip Catalog Number Shank Length Shank iameter Standard Box Standard Carton Wt./ mm w/ basket clip mm w/ basket clip mm w/ basket clip mm w/ basket clip mm w/ basket clip Powers USA: (800) or (94) Canada: (905) or (54)

29 P000 PROUCT INFORMATION P000 Powder-actuated Single Shot Tool TOOL ESCRIPTION The P000 is a Hammer actuated, do-it-yourself (IY) powder actuated tool. Engineered for high reliability, low maintenance and speed. This tool uses four levels of power: gray through yellow load (levels -4) and.00 Head rive Pins, 8mm Head Fasteners with lengths of /2 through and /4-20 studs. TECHNICAL ATA Tool Body Precision Moulded Rubber and Precision Cast Aluminum Tool Length Tool Weight lbs Pin Length /2 to Total Length Load Type.22 Caliber A Load Power Level Gray (), Brown (2), Green (), Yellow (4) GENERAL APPLICATION AN USES Remodeling Maintenance Applications Electrical Fixtures Telecommunications P000 PINS Ballistic Point rive Pin.00 Head rive 8mm Head rive Pin /4-20 Threaded Stud PIN SIZE RANGE (TYP.) /2 to SUITABLE BASE MATERIALS Normal-Weight Concrete Concrete Masonry Steel ORERING INFORMATION Catalog Number escription Standard Box 520 P000 Tool (Blister Pack) 20 Powers Fasteners, Inc. All Rights Reserved. For current information visit Canada: (905) or (54) Powers USA: (800) or (94)

30 PROUCT INFORMATION P220 P220 Powder-actuated Single Shot Tool TOOL ESCRIPTION The P220 is a low velocity, single shot,.22 caliber tool which can be used to install.00 head drive pins, 8mm head drive pins and /4-20 threaded studs, up to in total length. The P220 is designed for maintenance or residential contractors. TECHNICAL ATA Tool Body Engineered Plastic and Precision Cast Aluminum Tool Length 2 /2 Tool Weight 4. lbs Pin Length /2 to Total Length Load Type.22 Caliber A Load Power Level Gray (), Brown (2), Green (), Yellow (4) GENERAL APPLICATION AN USES Conduit Clip to Concrete Track to Floor Residential Construction Electrical Fixture to Steel and Concrete Wood to Concrete Wood to Steel P220 PINS Ballistic Point rive Pin.00 Head rive Pin 8mm Head rive Pin /4-20 Threaded Stud PIN SIZE RANGE (TYP.) /2 to SUITABLE BASE MATERIALS Normal-weight Concrete Concrete Masonry Steel ORERING INFORMATION Catalog Number escription Standard Box P220 Tool (eluxe Kit): Safety Glasses, isposable Ear Plugs Allen Wrenches, Wire Brushes, Tool Lubricant Spall Guard Pin Starter Kit:.00 Headed Pins: (50) /2, (50) /4, (0) with 7/8 washer Case P220 (Blister Pack) Piston for the P Nose Piece for the P Piston Reset Pin for the P Powers Fasteners, Inc. All Rights Reserved. For current information visit 0 Powers USA: (800) or (94) Canada: (905) or (54)

31 P720 PROUCT INFORMATION P720 Powder-actuated Single Shot Tool TOOL ESCRIPTION The P720 is a low velocity, single shot.22 caliber tool which can be used to install.00 head drive pins, 8mm head drive pins and /4-20 threaded studs up to /2 in total length. The P720 is commonly used in the finishing trades. TECHNICAL ATA Tool Body Precision Cast Aluminum Tool Length -/2 Tool Weight 4. Pin Length /2 to -/2 Total Length Load Type.22 Caliber A Load Power Level Gray (), Brown (2), Green (), Yellow (4) GENERAL APPLICATION AN USES Conduit Clip to Concrete Track to Floor Electrical Fixture to Concrete Electrical Fixture to Steel Wood to Concrete Wood to Steel P720 PINS Ballistic Point rive Pin.00 Head rive Pin 8mm Head rive Pin /4-20 Threaded Stud PIN SIZE RANGE (TYP.) /2 to -/2 Total Length SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Concrete Masonry Steel ORERING INFORMATION Catalog Number escription Standard Box P720s Tool (eluxe Kit): Safety Glasses, isposable Ear Plugs Allen Wrenches, Wire Brushes, Tool Lubricant Spall Guard Pin Starter Kit:.00 Headed Pins: (50) /2, (50) /4, (00) -/4 Case P720 Tool (Blister pack) 5200 Piston with Ring for the P Nose Piece for the P Piston Reset Pin for the P720 Pole Tools for Overhead Attachments Catalog Number escription Standard Box i-electric Pole Tool 27 Canada: (905) or (54) Powers USA: (800) or (94)

32 PROUCT INFORMATION P500 P500 Powder-actuated Semi-automatic Tool TOOL ESCRIPTION The P500 is a low velocity, semi-automatic.27 caliber tool which can be used to install.00 head drive pins, 8mm head drive pins and /4-20 threaded studs, up to in total length. The P500 is designed for high speed, durability and repetitive volume applications. TECHNICAL ATA Tool Body Precision Cast Aluminum Tool Length -5/8 Tool Weight 5 Pin Length /2 to Total Length Load Type.27 Caliber 0 Load Strip and.27 Caliber Safety Strip Power Level Brown (2), Green (), Yellow (4), Red (5) GENERAL APPLICATION AN USES Conduit Clip to Concrete Electrical Fixture to Steel Wood to Concrete Concrete Forming Wood to Steel Commercial and Residential Construction Electrical Fixture to Concrete ORERING INFORMATION P500 PINS Ballistic Point rive Pin.00 Head rive Pin 8mm Head rive Pin /4-20 Threaded Stud PIN SIZE RANGE (TYP.) /2 to Total Length SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Concrete Masonry Steel Catalog Number escription Standard Box P500 Tool (eluxe Kit): Safety Glasses, isposable Ear Plugs Allen Wrenches, Wire Brushes, Tool Lubricant Spall Guard, Spare Parts Pin Starter Kit:.00 Headed Pins: (50) /2, (50) /4, (0) with 7/8 washer Case 5200 P500 Tool (Blister pack) 5206 Piston Ring for the P Guide 2/F- for the P Base Plate 2/S- for the P500/PA Clip for the P5s/P500/PA Piston Stop for the P500/PA Steel Annular Ball for the P5s/P500/PA500 Piston for Installing 8mm Head rive Pins Catalog Number escription Standard Box 5200 Piston 2/N- (for 8mm Head rive Pins) for the P500 Limited Access Baseplates Catalog Number escription Standard Box 524 Guide 2/F-4 Limited Access for the P Baseplate 2/F-4- Limited Access for the P500 Pole Tools for Overhead Attachments Catalog Number escription Standard Box i-electric Pole Tool i-electric Pole Tool 20 Powers Fasteners, Inc. All Rights Reserved. For current information visit 2 Powers USA: (800) or (94) Canada: (905) or (54)

33 PA500 PROUCT INFORMATION PA500 Powder-actuated Semi-automatic Tool TOOL ESCRIPTION The PA500 is a modified version of the P500 that includes a power adjuster, allowing the operator to effectively decrease the power level of the load being used by up to two (2) levels. For example, a red load can be adjusted down to the level of a green load. TECHNICAL ATA Tool Body Precision Cast Aluminum Tool Length -5/8 Tool Weight 5 Pin Length /2 to Total Length Load Type.27 Caliber 0 Load Strip and.27 Caliber Safety Strip Power Level Brown (2), Green (), Yellow (4), Red (5) GENERAL APPLICATION AN USES Conduit Clip to Concrete Wood to Concrete Wood to Steel Electrical Fixture to Concrete Electrical Fixture to Steel Concrete Forming Commercial and Residential Construction PA500 PINS Ballistic Point rive Pin.00 Head rive Pin 8mm Head rive Pin /4-20 Threaded Stud PIN SIZE RANGE (TYP.) /2 to Total Length (Power adjuster must be set to 6 for pin to fit in tool) SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Concrete Masonry Steel ORERING INFORMATION Catalog Number escription Standard Box 5209 P500 Tool (eluxe Kit): Safety Glasses, isposable Ear Plugs Allen Wrenches, Wire Brushes, Tool Lubricant Spall Guard, Spare Parts Pin Starter Kit:.00 Headed Pins: (50) /2, (50) /4, (0) with 7/8 washer Case PA500 Tool (Blister pack) 520 PA Piston Flat End with Ring for the PA Guide 2/F- for the P500/PA Base Plate 2/S- for the P500/PA Piston Stop for the P500/PA Clip for the P5s/P500/PA Steel Annular Ball for the P5s/P500/PA500 Limited Access Baseplates Catalog Number escription Standard Box 524 Guide 2/F-4 Limited Access for the P Baseplate 2/F-4- Limited Access for the P500 Pole Tools for Overhead Attachments Catalog Number escription Standard Box i-electric Pole Tool i-electric Pole Tool 20 Powers Fasteners, Inc. All Rights Reserved. For current information visit Canada: (905) or (54) Powers USA: (800) or (94)

34 PROUCT INFORMATION PA5 PA5 Fully Automatic Powder-actuated Tool TOOL ESCRIPTION The PA5 is a lightweight, fully automatic, powder-actuated tool This tool can fasten several hundred nails per hour for increased productivity. A power adjuster provides variable load level choices and the tool automatically cycles the load. TECHNICAL ATA Tool Body Composite Tool Length 7 Tool Weight 8 Pin Length /2 to Total Length Load Type.27 Caliber 0 Load Strip and.27 Caliber Safety Strip Power Level Brown (2), Green (), Yellow (4), Red (5) GENERAL APPLICATION AN USES Electrical Fixtures Conduit Clip Assemblies uct Straps Sill Plates/Wood to Concrete Metal Track, oor Frames Concrete Forming Commercial and Residential Construction Wood to Steel PA5 PINS 8mm Head rive Pin PIN SIZE RANGE (TYP.) /2 to Total Length SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Grouted Concrete Masonry Steel ORERING INFORMATION Catalog Number escription Standard Box PA5 Tool (eluxe Kit): Safety Glasses, isposable Ear Plugs Allen Wrenches, Wire Brushes, Tool Lubricant Spall Guard, Spare Parts Case 52 PA5 Piston with Ring 525 Guide 2/F- for the PA5 527 Base Plate 2/S- for the PA5 20 Powers Fasteners, Inc. All Rights Reserved. For current information visit 4 Powers USA: (800) or (94) Canada: (905) or (54)

35 Powder Actuated Tools PROUCT INFORMATION Sniper Semi-Automatic Pole Tool TOOL ESCRIPTION The Sniper Pole Tool is ideal for installing overhead ceiling clips with a -/2 pin. The tool features an internal safety sequence strip loading mechanism, allowing load advancements only after the pin has been installed in the nose piece, and handle must be clicked to advance the next load. TECHNICAL ATA Tool Body Composite Tool Length 7 Tool Weight 8 Pin Length -/2 Total Length Load Type.27 Caliber in a ten strip load Power Level Brown (2), Green (), Yellow (4), Red (5) GENERAL APPLICATION AN USES Ceiling Clip Assemblies Metal Track oor Frames Forming Applications Electrical Fixtures to Steel Electrical Fixtures to Concrete Sniper PINS.00 Head rive Pin 8mm Head rive Pin PIN SIZE RANGE (TYP.) /2 to -/2 Total Length SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Steel ORERING INFORMATION Catalog Number escription Standard Box 5205 Sniper Tool ft.pole ft. Pole 20 Powers Fasteners, Inc. All Rights Reserved. For current information visit Canada: (905) or (54) Powers USA: (800) or (94)

36 PROUCT INFORMATION Powder Actuated Loads Powder Loads TOOL ESCRIPTION Powers offers high quality powder loads, produced by the largest manufacturer in the United States, with unsurpassed quality and reliability. Specific load types are designed for each unique powder actuated tool. They are offered as single cartridge units for single shot tools and also collated in groups of 0 into plastic strips or metal discs for semi-automatic tools. SELECTION GUIE.22 Caliber A Single Loads Cat.No. escription Standard Box Std. Carton Master Carton Wt./ Gray,.22A 00 5,000 20, Brown,.22A 00 5,000 20, Green,.22A 00 5,000 20, Yellow,.22A 00 5,000 20, Caliber for LA Cat.No. escription Standard Box Std. Carton Master Carton Wt./ * Green LA 00 5,000 20, * iscontinued item once stock is exhusted.25 Caliber isk Loads Cat.No. escription Standard Box Std. Carton Master Carton Wt./ Gray,.25 isk 00,000 0, Brown,.25 isk 00,000 0, Green,.25 isk 00,000 0, Yellow,.25 isk 00,000 0, Gray,.25 isk 00,000 0, SUGGESTE TOOLS Powers: P000, P220, P720 Ramset : 72, M70, RS22 Hilti : XE7, XE72 SUGGESTE TOOLS Ramset : L600 SUGGESTE TOOLS Powers: P60 Ramset : 45, 45A, 60, 60L Ramset : 45, 45A Only.25 Caliber Single Loads Cat.No. escription Standard Box Std. Carton Master Carton Wt./ * Green,.25 single 00 5,000 20, * Yellow,.25 single 00 5,000 20, * Red,.25 single 00 5,000 20, * Purple,.25 single 00 5,000 20, * iscontinued item once stock is exhusted.27 Caliber Single Loads Cat.No. escription Standard Box Std. Carton Master Carton Wt./ * Brown,.27 single 00 5,000 20, * Green,.27 single 00 5,000 20, * Purple,.27 single 00 5,000 20, * iscontinued item once stock is exhusted SUGGESTE TOOLS Hilti : X00, X200 SUGGESTE TOOLS Powers: P80 Hilti : X400 6 Powers USA: (800) or (94) Canada: (905) or (54)

37 Powder Actuated Loads PROUCT INFORMATION SELECTION GUIE.27 Caliber Long Loads Cat.No. escription Standard Box Std. Carton Master Carton Wt./ Red,.27 Long 00 2,500 0, Purple,.27 Long 00 2,500 0, Caliber 0 Load Strips Cat.No. escription Standard Box Std. Carton Master Carton Wt./ Green,.25 Strip 00,000 20, Yellow,.25 Strip 00,000 20, Red,.25 Strip 00,000 20, SUGGESTE TOOLS Powers: P80 Ramset : M80 Hilti : X600N SUGGESTE TOOLS Powers: P5s Hilti : X5.25 Caliber 0 Load Strips Master Pack Cat.No. escription Standard Box Standard Carton Wt./ Green,.25 Strip,000 20, Yellow,.25 Strip,000 20, Red,.25 Strip,000 20, Caliber 0 Load Strips Cat.No. escription Standard Box Std. Carton Master Carton Wt./ Purple,.27 Strip 00,000 20, SUGGESTE TOOLS Powers: P600 Hilti : X45 Safety Strip.27 Caliber 0 Load Safety Strip Cat.No. escription Standard Box Std. Carton Master Carton Wt./ Brown,.27 safety strip 00,000 0, Green,.27 safety strip 00,000 0, Yellow,.27 safety strip 00,000 0, Red,.27 safety strip 00,000 0, Caliber 0 Load Safety Strip Master Pack Cat.No. escription Std. Carton Master Carton Wt./ Green,.27 safety strip 0,000 20, Yellow,.27 safety strip 0,000 20, Red,.27 safety strip 0,000 20, SUGGESTE TOOLS Powers: P500, PA500, PA5, P600, Sniper Ramset : SA270, Viper, Cobra Hilti : X50, X5, X6M and X45, X Powers Fasteners, Inc. All Rights Reserved. Safety Strip is a registered trademark of Powers Fasteners, Inc. For current information visit Canada: (905) or (54) Powers USA: (800) or (94)

38 ICC-ES Evaluation Report ESR-2024* Reissued ecember 20 This report is subject to renewal September, (800) (562) A Subsidiary of the International Code Council IVISION: CONCRETE Section: Concrete Accessories Section: Concrete Anchors IVISION: METALS Section: Metal Fastenings IVISION: WOO, PLASTICS AN COMPOSITES Section: Wood, Plastic and Composite Fastenings IVISION: FINISHES Section: Fasteners REPORT HOLER: POWERS FASTENERS, INC. 70 EAST JOPPA ROA TOWSON, MARYLAN 2286 (800) engineering@powers.com AITIONAL LISTEES: EWALT (STANLEY BLACK & ECKER) 70 EAST JOPPA ROA TOWSON, MARYLAN 2286 (800) MAX CO., LT. 6-6 NIHONBASHI-HAKAZAKI-CHO CHUO-KU, TOKYO JAPAN + (0) EVALUATION SUBJECT: POWERS POWER-RIVEN FASTENERS, CEILING CLIP ASSEMBLIES AN SILL PLATE ANCHORAGES.0 EVALUATION SCOPE Compliance with the following codes: 202, 2009, 2006 and 200 International Building Code (IBC) 202, 2009, 2006 and 200 International Residential Code (IRC) Property evaluated: Structural 2.0 USES Powers power-driven fasteners are used to attach building elements, such as wood and light gage steel, to uncracked, normal-weight concrete, sand-lightweight concrete, sand-lightweight concrete filled steel deck panels, and steel base materials. The fasteners are alternatives to the anchors described in IBC Section 908 (2009 and 2006 IBC Section 9; 200 IBC Section 92) for placement in concrete; and the welds and bolts described in IBC Sections and , respectively, used to attach materials to structural steel. 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 may be used under the IRC where an engineered design is submitted in accordance with IRC Section R ESCRIPTION. Power-driven Fasteners: Unless otherwise noted, Powers power-driven fasteners are manufactured from carbon steel complying with ASTM A50, Grade 060, and austempered to a Rockwell C core hardness of 5 to 55; and are zinc-plated in accordance with ASTM B695, Class 5, Type. Product names for the report holder and additional listees are presented in Table A of this report. See Figure for images of the fasteners inch Head rive Pins: These fasteners have a head diameter of 0.00-inch (7.62 mm), either a smooth or knurled shank with a diameter of 0.45 inch (.7 mm), and are available in lengths ranging from / 2 inch to inches ( mm to 76.2 mm). The single fasteners have premounted plastic guide washers. These fasteners are also available with premounted top hat washers. The mechanically galvanized (MG) version of these fasteners have premounted plastic guide washers and are zincplated in accordance with ASTM B695, Class mm Head rive Pins: These fasteners have a head diameter of 8 mm (0.5 inch), a smooth or knurled shank with a diameter of 0.45 inch (.7 mm), and are available in lengths ranging from 5 / 8 inch to 2 7 / 8 inches (6 mm to 72 mm). The single fasteners have premounted plastic guide washers. These fasteners are also available with premounted top hat washers or in collated strips... 8 mm Head Spiral CSI Pin: These fasteners are manufactured from carbon steel conforming to ASTM A50, Grade 060, and austempered to a Rockwell C nominal core hardness of 5 to 55. The fasteners have a head diameter of 8 mm (0.2 inch), a spiral shank with a diameter of 0.57 inch (4.0 mm) and are available in *Revised July 204 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 204 Page of

39 ESR-2024 Most Widely Accepted and Trusted Page 2 of 2 lengths ranging from 5 / 8 inch to 2 7 / 8 inches (5.9 to 7 mm). The single fasteners have premounted plastic guide washers. These fasteners are also available in collated strips mm Head Step Shank Spiral CSI Pin: This fastener is manufactured from carbon steel conforming to ASTM A50, Grade 060, and austempered to a Rockwell C nominal core hardness of 54 to 57. The fasteners have a head diameter of 8 mm (0.2 inch); a stepped, spiral shank with diameters of 0.45 and 0.25 inch (.7 and.2 mm); and a length of / 2 inch (2.7 mm). The single fasteners have premounted plastic guide washers. These fasteners are also available in collated strips mm Head rive Pin: These fasteners have a head diameter of 0 mm (0.9 inch), a smooth shank with a diameter of 0.77 inch (4.5 mm) and are available in lengths ranging from / 4 inch to / 4 inches (9 to 82 mm)...6 Ballistic Point rive Pins: These fasteners have a head diameter of 0.00 inch (7.62 mm), a smooth shank with a diameter of 0.50 inch (.8 mm) and are available in lengths ranging from / 2 inch to / 4 inches ( to 2 mm). Single fasteners have a premounted plastic guide washer. The fasteners are coated with a black polymer...7 / 8 -inch Head rive Pin: These fasteners have a head diameter of / 8 -inch (9.52 mm), a smooth shank diameter of 0.72 inch (4.7 mm) and are available in a length of inches (76 mm). Single fasteners have a premounted plastic guide washer...8 Threaded Studs: These fasteners have a smooth shank at the end that is power-driven into the substrate and threads at the other end. The threaded studs are available with / 4 -inch-20 or / 8 -inch-6 thread diameters with a variety of thread and shank lengths. The / 4 -inch- 20 threaded studs have a smooth shank diameter of 0.45 inch (.7 mm), while the / 8 -inch-6 threaded studs have a smooth shank diameter of inch (5.2 mm). The single fasteners have a premounted plastic guide washer..2 Ceiling Clip Assemblies: The power-driven ceiling clip assemblies are comprised of a power-driven fastener with a premounted steel angle clip for attachment of ceiling wire or a premounted steel clip with a post-nut accessory for attachment of threaded rod. The assemblies may also include premounted washers. The clips are manufactured from steel conforming to SAE J40 Grade and are zinc-plated in accordance with ASTM B695, Class 5, Type. See Figure 5 for images of the ceiling clip assemblies inch Head rive 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.. and a standard or economy clip, respectively. The standard clips have a 90 degree angle and are manufactured from inch-thick (2.0 mm) steel. The economy clips have a 0-degree angle and are manufactured from inch-thick (.9 mm) steel mm Head rive 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 mm Head Spiral CSI Pin Ceiling Clip Assembly: The assembly is comprised of the spiral shank pin described in Section.. and a 90-degree angle clip manufactured from inch-thick (2.0 mm) steel LA Ceiling Clip Assembly: The LA ceiling clip assembly is intended for use with LA-type tools. The fastener is manufactured from steel complying with ASTM A50, Grade 060, and austempered to a Rockwell C 5 to 55 core hardness. The fastener has a head diameter of 0.0 inch (7.87 mm) and a shank diameter of 0.52 inch (.9 mm). The fastener is zinc-plated in accordance with ASTM B695. The clips have a 45-degree angle and are manufactured from inch-thick (2. mm) steel..2.5 Post-Nut Ceiling Clip Assembly: The post nut ceiling clip assembly is a 0.00-inch Head standard ceiling clip assembly, described in Section.2., with a factoryassembled post-nut (threaded eye coupling nut) attachment that accepts / 4-20 threaded rod or bolts. The post nut is zinc-plated in accordance with ASTM B695 Class 5, Type..2.6 Ballistic Point rive Pin Ceiling Clip Assembly: The ceiling clip assembly is comprised of a Ballistic Point rive Pin described in Section..6 and a steel clip. The clips have a 90-degree angle and are manufactured from inch-thick (2.0 mm) steel.. Washered Pin Assemblies: The washered pin assemblies are comprised of a head drive pin described in Section..,..2 or.. and a premounted washer manufactured from low-carbon steel conforming to SAE J40 Grade A number of different washers are available. The washered pin assemblies are zinc-plated in accordance with ASTM B695, Class 5, Type, except for mechanically galvanized (MG) washered pin assemblies which are zinc plated in accordance with ASTM B695, Class 55. See Figure 4 for typical washered pin assemblies..4 Substrate Material:.4. 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..4.2 Steel: Structural steel must comply with the minimum requirements of ASTM A6, ASTM A572 Grade 50, 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 Figures or 2, as applicable..4. Sill Plates: Wood members must be nominally 2-inch-thick, naturally durable wood complying with the definition in 202 IBC Section 202 (2009, 2006 and 200 IBC Section 202) or IRC Section R202, as applicable, or wood that has been preservative-treated in accordance with IBC Section or 202 and 2009 IRC Section R7. (2006 IRC Section R9.), as applicable. 4.0 ESIGN AN INSTALLATION 4. esign: 4.. General: The allowable tension, shear and 45-degree loads for Powers power-driven fasteners and assemblies installed in accordance with this report are shown in Tables through 6. See Table B for specific references to applicable allowable load tables for each fastener. The tabulated allowable loads are applicable to the fastener in the base material and the capacity of premounted ceiling clips only. The connection capacity of the materials attached to the base materials, and of the wire or rod connected to the ceiling clip assemblies, must

40 ESR-2024 Most Widely Accepted and Trusted Page of 2 be determined in accordance with accepted design criteria and the applicable requirements of the IBC. The stress increases and load reductions described in Section 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) 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 0, determined in accordance with Part and/or Table N of ANSI/AF&PA NS, 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 NS, based on a nail diameter equal to the shank diameter of the fastener. 4.. Sill Plate to Foundation Connections: 4... General: The fasteners described in Tables 7A and 7B 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 esign: The fasteners may be used to attach wood sill plates to concrete for structural walls in Seismic esign Categories A and B. Table 7A 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 7A. 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 NS, with a fastener bending yield strength, F yb = 90,000 psi (62 MPa) and a concrete dowel bearing strength, F e = 7,500 psi (52 MPa). For tension loads, spacing of fasteners must be determined considering the lesser of allowable tension load from Table 7A and pull through capacity of the wood sill plate, based on Section.0 of the NS, using the washer bearing area. The fasteners listed in Table 7B may be used to attach wood sill plates to concrete for interior, nonstructural walls [maximum horizontal transverse load on the wall must not exceed 5 psf (0.24 kn/m 2 )] in Seismic esign Categories A through F, when installed as described in Table 7B Seismic Considerations: 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 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 7, 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, 2B, A, B, 4A or 4B 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 250 lbf (2 N) or the published allowable load shown in Table 5A, 5B, 6A, 6B or 6C, 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 esign Categories. In Seismic esign Categories, 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 250 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 7B 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. 5.0 CONITIONS 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: 5. 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. 5.2 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. 5. Allowable tension, shear and 45-degree load values must comply with Section 4.. of this report.

41 ESR-2024 Most Widely Accepted and Trusted Page 4 of Use of fasteners is limited to dry, interior locations. 5.5 The use of fasteners is limited to installation in uncracked concrete. Cracking occurs when f t > f r, due to service loads or deformations. 5.6 Except for the mechanically galvanized 0.00-inch Head rive 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. 5.7 See Section 4..4 for seismic considerations. 6.0 EVIENCE SUBMITTE ata in accordance with the ICC-ES Acceptance Criteria for Fasteners Power-driven into Concrete, Steel, and Masonry Elements (AC70), dated February IENTIFICATION 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). TABLE A PROUCT NAMES BY COMPANY COMPANY NAME Powers Fasteners, Inc. EWALT (Stanley Black & ecker) Max Co., Ltd. PROUCT NAME Power-driven Fasteners (all fasteners described in this report) Power-driven Fasteners (all fasteners described in this report) Powerlite 0.00-inch Head rive Pins (Section.. of this report) Powerlite 8mm Conversion Head rive Pins (Section..2 of this report) Powerlite 0 mm Head rive Pins (Section..5 of this report) FASTENER ESCRIPTION SHANK TYPE TABLE B ALLOWABLE LOA ESIGN TABLE INEX SHANK IAMETER (inch) FASTENERS APPLICABLE BASE MATERIAL ALLOWABLE LOA TABLE Normal Weight Concrete A, 7A 0.00-inch head drive pin Smooth Lt. Wt. Concrete and Concrete-filled Steel eck A 0.45 Steel 5A Knurled Steel 5A 8 mm head drive pin Smooth Normal Weight Concrete A, 7A 0.45 Knurled Steel 5A Normal Weight Concrete B 8 mm Head Spiral CSI Pin Spiral 0.57 Lt. Wt. Concrete and Concrete-filled Steel eck B Steel 5A, 5B 8 mm Head Step Shank Step, Spiral CSI Pin Spiral 0.45 / 0.25 Steel 5A, 5B Ballistic Point rive Pin Smooth 0.50 Steel 5A Normal Weight Concrete B 0 mm Head rive Pin Smooth 0.77 Lt. Wt. Concrete and Concrete-filled Steel eck B Steel 5A, 5B / 8 -inch head drive pin Smooth 0.72 Normal Weight Concrete A Lt. Wt. Concrete and Concrete-filled Steel eck A / 8 -inch-6 threaded stud Smooth Normal Weight Concrete A Lt. Wt. Concrete and Concrete-filled Steel eck A / 4 -inch-20 threaded stud Smooth 0.45 Normal Weight Concrete A Lt. Wt. Concrete and Concrete-filled Steel eck A CEILING CLIP ASSEMBLIES ASSEMBLY ESCRIPTION APPLICABLE BASE MATERIAL ALLOWABLE LOA TABLE Normal Weight Concrete 2A 0.00-inch Head Standard Ceiling Clip Assemblies Lt. Wt. Concrete and Concrete-filled Steel eck 4A Steel 6A, 6B 8 mm Head Standard Ceiling Clip Assemblies Normal Weight Concrete 2A Lt. Wt. Concrete and Concrete-filled Steel eck 4A Normal Weight Concrete 2B 8 mm Head Spiral CSI Pin Ceiling Clip Assembly Lt. Wt. Concrete and Concrete-filled Steel eck 4B Steel 6C 0.00-inch Head Economy Ceiling Clip Assemblies Normal Weight Concrete 2A Lt. Wt. Concrete and Concrete-filled Steel eck 4A LA Ceiling Clip Assembly Normal Weight Concrete 2A Lt. Wt. Concrete and Concrete-filled Steel eck 4A Ballistic Point rive Pin Ceiling Clip Assembly Steel 6A, 6B Normal Weight Concrete 2A Post Nut Ceiling Clip Assembly Lt. Wt. Concrete and Concrete-filled Steel eck 4A Steel 6A, 6B 4

42 ESR-2024 Most Widely Accepted and Trusted Page 5 of 2 TABLE A ALLOWABLE LOAS FOR FASTENERS INSTALLE IN NORMAL-WEIGHT CONCRETE (lbf),2 FASTENER ESCRIPTION 0.00-inch head drive pin 8 mm head drive pin SHANK IAMETER 0.45 / 8 -inch head drive pin 0.72 / 8 -inch-6 threaded stud / 4 -inch-20 threaded stud EMBEMENT EPTH 5 / 8 MINIMUM SPACING MINIMUM EGE ISTANCE f c = 2,000 psi f c =,000 psi f c = 4,000 psi f c = 5,000 psi / / / / / / / / FASTENER ESCRIPTION SHANK IAMETER (inch) 8 mm Head Spiral CSI Pin mm Head rive Pin 0.77 TABLE B ALLOWABLE LOAS FOR FASTENERS INSTALLE IN NORMAL-WEIGHT CONCRETE (lbf),2, MINIMUM EMBEMENT For SI: lbf = 4.48 N, inch = 25.4 mm, psi = kpa. / 4 MINIMUM SPACING MINIMUM EGE ISTANCE MINIMUM CONCRETE COMPRESSIVE STRENGTH, f c 2,500 psi,000 psi / / / / 2 / 2 / Fasteners must not be driven until the concrete has reached the designated compressive strength. 2 Concrete thickness must be a minimum of three times the embedment depth of the fastener. Embedment depth of inch requires a minimum shank length of inch. Embedment depth of / 4 inches requires a minimum shank length of / 4 inches. 4 Embedment depth of 5 / 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. 42

43 ESR-2024 Most Widely Accepted and Trusted Page 6 of 2 ASSEMBLY ESCRIPTION 0.00-inch Head Standard Ceiling Clip Assemblies 8 mm Head Standard Ceiling Clip Assemblies 0.00-inch Head Economy Ceiling Clip Assemblies TABLE 2A ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE IN NORMAL-WEIGHT CONCRETE (lbf),2 SHANK IAMETER (inch) EMBEMENT EPTH / 4 MINIMUM REQUIRE NOMINAL FASTENER LENGTH 7 / 8 MINIMUM SPACING MINIMUM EGE ISTANCE f c = 2,000 psi f c =,000 psi f c = 4,000 psi / / / 8 / / 4 7 / / / / 4 7 / / LA Ceiling Clip Assembly 0.52 / 8 / Post Nut Ceiling Clip Assembly 0.45 / / 8 / TABLE 2B ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE IN NORMAL-WEIGHT CONCRETE (lbf),2 ASSEMBLY ESCRIPTION 8 mm Head Spiral CSI Pin Ceiling Clip Assembly SHANK IAMETER (inch) 0.57 MINIMUM EMBEMENT (inch) / 4 MINIMUM REQUIRE NOMINAL FASTENER LENGTH / 4 MINIMUM SPACING MINIMUM EGE ISTANCE f c =,000 psi / For SI: lbf = 4.48 N, inch = 25.4 mm, psi = kpa. 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. 4

44 ESR-2024 Most Widely Accepted and Trusted Page 7 of 2 TABLE A ALLOWABLE LOAS FOR FASTENERS INSTALLE IN LIGHTWEIGHT CONCRETE AN SAN-LIGHTWEIGHT CONCRETE FILLE STEEL ECK PANELS (lbf) FASTENER ESCRIPTION 0.00-inch head drive pin / 4 -inch-20 threaded stud / 8 -inch head drive pin / 8 -inch-6 threaded stud SHANK IAMETER EMBEMENT EPTH / 4 MINIMUM SPACING irectly Into Concrete 2 f c =,000 psi Upper Flute Through -inch eep Steel eck Panel Lower Flute irectly Into Concrete 2 f c =,500 psi Upper Flute Through -inch eep Steel eck Panel / Lower Flute / / / / / Minimum Edge istance : N/A / 8 / 8 N/A / 8 / 8 TABLE B ALLOWABLE LOAS FOR FASTENERS INSTALLE IN LIGHTWEIGHT CONCRETE AN SAN-LIGHTWEIGHT CONCRETE FILLE STEEL ECK PANELS (lbf) FASTENER ESCRIPTION 8 mm Head Spiral CSI Pin 0 mm Head rive Pin SHANK IAMETER (inch) MINIMUM EMBEMENT MINIMUM SPACING f c =,000 psi irectly Into Concrete 2 Through -inch eep Steel eck Panel 4 Through / 2 -inch eep Steel eck Panel 5 Upper Flute Lower Flute Upper or Lower Flute / / / / 2 5 / Minimum Edge istance : / 2 N/A / 8 For SI: lbf = 4.48 N, inch = 25.4 mm, psi = kpa. N/A = Not applicable 7 / 8 Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2 Concrete thickness must be a minimum of three times the embedment depth of the fastener with a minimum concrete thickness of / 4 inches. The steel deck panel must have a minimum base-metal thickness of inch, a minimum yield strength, Fy, of ksi, and must conform to the profile requirements shown in Figure. Concrete thickness above the deck must be a minimum of / 4 inches. 4 The steel deck panel must have a minimum base-metal thickness of 0.04 inch, a minimum yield strength, Fy, of 40 ksi, and must conform to the profile requirements shown in Figure. Concrete thickness above the deck must be a minimum of / 4 inches. 5 The steel deck panel must have a minimum base-metal thickness of 0.04 inch, a minimum yield strength, Fy, of 40 ksi, and must conform to profile requirements shown in Figure 2A or 2B, as applicable. For fastener installation in lower flute, concrete thickness above the deck must be a minimum of 2 / 4 inches. For fastener installation in upper flute, concrete thickness above the deck must be a minimum of / 4 inches. 6 The tabulated allowable shear load values for these fasteners may be increased to 5 pounds when loading in shear is parallel to the edge of the flute. 44

45 ESR-2024 Most Widely Accepted and Trusted Page 8 of 2 ASSEMBLY ESCRIPTION 0.00-inch Head Standard Ceiling Clip Assemblies 8 mm Head Standard Ceiling Clip Assemblies 0.00-inch Head Economy Ceiling Clip Assemblies LA Ceiling Clip Assembly Post Nut Ceiling Clip Assembly SHANK IAMETER EMBEMENT EPTH / 4 TABLE 4A ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE IN LIGHTWEIGHT CONCRETE AN SAN-LIGHTWEIGHT CONCRETE FILLE STEEL ECK PANELS (lbf) MINIMUM REQUIRE NOMINAL FASTENER LENGTH 7 / 8 MINIMUM SPACING irectly Into Concrete 2 45 f c =,000 psi f c =,500 psi Through -inch eep Steel Through -inch eep Steel irectly Into Concrete2 eck Panel eck Panel Upper Flute Lower Flute Upper Flute 7 / / Lower Flute / 8 / / 4 7 / / / / 4 7 / / / 8 / / / 8 / Minimum Edge istance : N/A / 8 / 8 / 8 N/A / 8 / 8 / 8 45 TABLE 4B ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE IN SAN-LIGHTWEIGHT CONCRETE FILLE STEEL ECK PANELS (lbf) ASSEMBLY ESCRIPTION 8 mm Head Spiral CSI Pin Ceiling Clip Assembly SHANK IAMETER (inch) MINIMUM EMBEMENT MINIMUM REQUIRE NOMINAL FASTENER LENGTH MINIMUM SPACING f c =,000 psi Through -inch eep Steel eck Panel Minimum Edge istance : / 8 For SI: lbf = 4.48 N, inch = 25.4 mm, psi = kpa. Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2 Concrete thickness must be a minimum of three times the embedment depth of the fastener with a minimum concrete thickness of / 4 inches. The steel deck panel must have a minimum base-metal thickness of inch, minimum yield strength, Fy, of ksi, and must conform to the profile requirements shown in Figure. Concrete thickness above the deck must be a minimum of / 4 inches. 4 The steel deck must have a minimum base-metal thickness of 0.04 inch, minimum yield strength, Fy, of 40 ksi, and must conform to profile requirements shown in Figure, except the concrete thickness above the deck must be a minimum of inches. 45

46 ESR-2024 Most Widely Accepted and Trusted Page 9 of 2 FASTENER ESCRIPTION 0.00-inch head drive pin 0.00-inch head drive pin 8 mm head drive pin 8 mm Head Spiral CSI Pin 8 mm Head Step Shank Spiral CSI Pin 0 mm Head rive Pin SHANK IAMETER TABLE 5A ALLOWABLE LOAS FOR FASTENERS INSTALLE IN ASTM A6 STEEL (lbf),2 SHANK TYPE / 8 / 6 STEEL THICKNESS (inch) / 4 / 8 ½ 0.45 Smooth Knurled Knurled Spiral / 0.25 Spiral Smooth Ballistic point pin 0.50 Smooth FASTENER ESCRIPTION 8 mm Head Spiral CSI Pin 8 mm Head Step Shank Spiral CSI Pin 0 mm Head rive Pin TABLE 5B ALLOWABLE LOAS FOR FASTENERS INSTALLE IN ASTM A572 GRAE 50 OR ASTM A992 STEEL (lbf), SHANK IAMETER (inch) SHANK TYPE / 8 / 6 STEEL THICKNESS (inch) / 4 / 8 / Spiral / 0.25 For SI: lbf = 4.48 N, inch = 25.4 mm. Spiral Smooth To obtain the tabulated values, the entire pointed portion of the fastener must penetrate the steel, unless otherwise noted. 2 The minimum spacing is / 2 inches center-to-center, and minimum edge and end distances are / 2 inch. The minimum spacing is inch center-to-center, and minimum edge and end distances are / 2 inch. 4 The fasteners must be embedded a minimum of 0.50 inch into the steel. Fastener point penetration through the steel is not necessary provided the minimum embedment is achieved. 5 The fasteners must be embedded a minimum of 0.4 inch into the steel. Fastener point penetration through the steel is not necessary provided the minimum embedment is achieved. TABLE 6A ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE IN ASTM A6 STEEL (lbf),2 ASSEMBLY ESCRIPTION 0.00-inch Head Standard Ceiling Clip Assemblies Ballistic Point rive Pin Ceiling Clip Assembly Post Nut Ceiling Clip Assembly SHANK IAMETER SHANK TYPE / 8 -INCH THICK STEEL / 4 -INCH THICK STEEL / 8 -INCH THICK STEEL 0.45 Smooth Smooth Smooth TABLE 6B ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE IN ASTM A572 GRAE 50 STEEL (lbf),2 ASSEMBLY ESCRIPTION 0.00-inch Head Standard Ceiling Clip Assemblies Ballistic Point rive Pin Ceiling Clip Assembly Post Nut Ceiling Clip Assembly SHANK IAMETER SHANK TYPE / 4 -INCH THICK STEEL / 8 -INCH THICK STEEL 0.45 Smooth Smooth Smooth

47 ESR-2024 Most Widely Accepted and Trusted Page 0 of 2 ASSEMBLY ESCRIPTION 8 mm Head Spiral CSI Pin Ceiling Clip Assembly For SI: lbf = 4.48 N, inch = 25.4 mm. TABLE 6C ALLOWABLE LOAS FOR CEILING CLIP ASSEMBLIES INSTALLE INTO ASTM A6, ASTM A572 GRAE 50 OR ASTM A992 STEEL (lbf), SHANK IAMETER (inch) / 4 -INCH THICK STEEL To obtain the tabulated values, the entire pointed portion of the fastener must penetrate the steel. 2 The minimum spacing is / 2 inches center-to-center, and minimum edge and end distances are / 2 inch. The minimum spacing is inch center-to-center, and minimum edge and end distances are / 2 inch. WASHERE PIN ASSEMBLY ESCRIPTION 8 TABLE 7A ALLOWABLE LOAS ON FASTENERS USE TO ATTACH WOO SILL PLATES, 2, TO NORMAL-WEIGHT CONCRETE FASTENER SHANK LENGTH FASTENER SHANK IAMETER (inch) APPLICABLE SILL PLATE MATERIAL WASHER THICKNESS (inch) WASHER BEARING AREA (in 2 ) ALLOWABLE LOA (lbf) 0.00-inch Head rive Pin with 7 / 8 " iameter Washer 0.45 See Note inch Head rive Pin with " iameter Washer 0.45 See Note inch Head rive Pin with " Square Washer 0.45 See Note inch Head MG Pin with " iameter Washer 0.45 See Note inch Head MG Pin with " Square Washer 0.45 See Note mm Head rive Pin with " iameter Washer 2 7 / See Note For SI: inch = 25.4 mm, lbf = 4.48 N, psi = 6.89 kpa. The fasteners must not be driven until the concrete has reached a minimum compressive strength of 2,000 psi, or the minimum compressive strength specified in the applicable code, whichever is greater. 2 Minimum edge distance is / 4 inches. 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 5 Naturally durable lumber or preservative treated lumber. See Section.4.. TABLE 7B SPACING REQUIREMENTS FOR WOO SILL PLATE ANCHORAGE OF INTERIOR NONSTRUCTURAL WALLS,2,,4,5,6,7 WASHERE PIN ASSEMBLY ESCRIPTION inch Head rive Pin with 7 / 8 " iameter Washer 0.00-inch Head rive Pin with " iameter Washer 0.00-inch Head rive Pin with " Square Washer 0.00-inch Head MG Pin with " iameter Washer 0.00-inch Head MG Pin with " Square Washer FASTENER SHANK IAMETER (inch) 2 FASTENER SHANK LENGTH CONCRETE EGE ISTANCE MAXIMUM SPACING (feet) MAXIMUM WALL HEIGHT (feet) 0.45 / mm Head rive Pin with " iameter Washer / 8 / 4 4 For SI: inch = 25.4 mm, foot = 05 mm, psi = 6.89 kpa. Fasteners must not be driven until the concrete has reached a minimum concrete compressive strength of 2,500 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 / 4 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. 5 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 0.50 or greater. See Table 4A for additional sill plate material requirements. 7 Minimum spacing must be 4 inches on center or must comply with Section..6 of the NS (Section..5 for the 2009, 2006 and 200 IBC) to prevent splitting of the wood. 47

48 ESR-2024 Most Widely Accepted and Trusted Page of 2 FIGURE CONFIGURATION OF CONCRETE FILLE -INCH EEP STEEL ECK FIGURE 2A CONFIGURATION OF CONCRETE FILLE / 2 -INCH EEP STEEL ECK (LOWER FLUTE INSTALLATIONS) FIGURE 2B CONFIGURATION OF CONCRETE FILLE / 2 -INCH EEP STEEL ECK (UPPER FLUTE INSTALLATIONS) 48

49 ESR-2024 Most Widely Accepted and Trusted Page 2 of inch Head rive Pin w/tophat Washer 8 mm Head rive Pin in Collated Strip 8 mm Head rive Pin w/tophat Washer 8 mm Head Spiral CSI Pin 0 mm Head rive Pin 8 mm Step Shank Spiral CSI Pin 8mm Head Spiral CSI Pin in Collated Strip 8mm Head Step Shank Spiral CSI Pin in Collated Strip FIGURE POWERS POWER RIVEN FASTENERS 0.00-inch Head rive Pin with Round Washer 0.00-inch Head rive Pin with Square Washer 8 mm Head rive Pin with Round Washer 8 mm Head Spiral CSI Pin with Round Washer FIGURE 4 POWERS WASHERE PIN ASSEMBLIES 8mm Head Spiral CSI Pin Ceiling Clip FIGURE 5 POWERS CEILING CLIP ASSEMBLIES 49

50 ICC-ES Evaluation Report (800) (562) ESR-2024 FBC Supplement* Reissued ecember 20 This report is subject to renewal September, 205. A Subsidiary of the International Code Council IVISION: CONCRETE Section: Concrete Anchors IVISION: METALS Section: Metal Fastenings IVISION: WOO, PLASTICS AN COMPOSITES Section: Wood, Plastic and Composite Fastenings IVISION: FINISHES Section: Fasteners REPORT HOLER: POWERS FASTENERS, INC. 70 EAST JOPPA ROA TOWSON, MARYLAN 2286 (800) engineering@powers.com EVALUATION SUBJECT: POWERS POWER-RIVEN FASTENERS, CEILING CLIP ASSEMBLIES AN SILL PLATE ANCHORAGES.0 REPORT PURPOSE AN 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 7.0 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 2009 International Building Code (IBC) provisions noted in the master report and the following conditions apply.. esign wind loads must be based on Section 609 of the 200 Florida Building Code Building or Section of the 200 Florida Building Code Residential, as applicable. 2. Load combinations must be in accordance with Section or Section 605. of the 200 Florida Building Code Building, as applicable.. The modifications to ACI 8 as shown in 2009 IBC Sections and , 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 ecember 20, revised July 204. *Revised July 204 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 204 Page of

51 Safety ata Sheet 907/2006/EC - REACH (GB) CARTRIGES FOR POWER EVICES MSS Control Group Powers Fasteners Inc. 70 E. Joppa Road, Towson, M 2286 ate Printed July 6, 205 Page /0 Prepared to U.S. OSHA, CMA, ANSI, Canadian WHMIS, Australian WorkSafe, Japanese Standard JIS Z 7250:2000, and EU REACH Regulations. PROUCT AN COMPANY IENTIFICATION Product Name: CARTRIGES FOR TOOLS, BLANK CAS Number: Mixture Metal Alloy Synonyms: Centerfire Powertool Loaded Round, Rimfire Cartridge for Power evice, 22, 25, 27, 2, 8 Caliber Powertool Round, Power Load, Blank Power Load and/or Booster, Powder Load, Cartridges for Tools, Blank Product Use: Centerfire Powertool Loaded Round U.N. Number: UN 004 U.N. angerous Goods Explosive,.4S Class Manufacturer: Powers Fasteners, Inc. Manufacturers Address: 70 E. Joppa Rd., Towson, M 2286 / USA US/Canada: Fax: Emergency Telephone Number: HAZARS IENTIFICATION EMERGENCY OVERVIEW: EXPLOSIVE. KEEP AWAY FROM HEAT. O NOT SUBJECT TO MECHANICAL SHOCK. PARTICLES FROM FIRING MAY BE HARMFUL IF INHALE. O NOT TAKE INTERNALLY. SS #

52 Safety ata Sheet 907/2006/EC - REACH (GB) CARTRIGES FOR POWER EVICES MSS Control Group Powers Fasteners Inc. 70 E. Joppa Road, Towson, M 2286 ate Printed July 6, 205 Page 2/0 US OT SYMBOLS CANAA (WHMIS) SYMBOLS GHS HAZAR SYMBOLS This Product is not subject to WHMIS Class 6 Explosive GHS Classifications: Explosive ivision.4 STOT RE Category Reproductive Toxicity Category A Aquatic Environment, Chronic II Signal Word: anger Hazard Statements : H204: Fire or projection hazard H72: Causes damage to nervous system, kidney, and hematopoietic system through prolonged or repeated exposure H60: May damage fertility or the unborn child H4: Toxic to aquatic life with long lasting effects Target organs: Nervous, renal and hematopoietic systems Precautionary Statements: P02: Keep out of reach of children P20: Keep away from heat/sparks/open flame/hot surfaces P250: o not subject to shock/friction P260: o not breathe dust/fume/gas/mist/vapors/spray P264: Wash hands thoroughly after handling P270: o not eat, drink or smoke when using this product P27: Use only outdoors or in a well-ventilated area P27: Avoid release to the environment P280: Wear protective gloves/protective clothing/eye protection/face protection SS No.:

53 Safety ata Sheet 907/2006/EC - REACH (GB) CARTRIGES FOR POWER EVICES MSS Control Group Powers Fasteners Inc. 70 E. Joppa Road, Towson, M 2286 ate Printed July 6, 205 GHS Pictograms: EU Classifications: Hazard Symbols Risk Phrases Safety Phrases Explosive; Pictogram: exploding bomb Specific Target Organ Toxicity; Pictogram Code: GHS08 Environment; Pictogram Code: GHS09 E, T, N R2: Risk of explosion by shock, friction, fire or other sources of ignition R48: anger of serious damage to health by prolonged exposure R60: May impair fertility R6: Possible risk of harm to the unborn child R5/5: Toxic to aquatic organisms and many cause long-term adverse effects in the aquatic environment S2: Keep out of reach of children S5: Keep away from heat S20/2: When using do not eat, drink or smoke S22: o not breathe dust S9: Wear eye/face protection S5: Use only in well-ventilated areas S6: Avoid release to the environment Health Hazards or Risks From Exposure This product is composed of a finished metal alloy cartridge which contains the various components completely sealed within. Therefore, under normal handling of this product, no exposure to any harmful materials will occur. When the product is fired, a small amount of particles may be generated which may be slightly irritating to the eyes and the respiratory tract. The particles may contain trace amounts of these harmful substances: Lead: Ingestion of large amounts of lead can cause abdominal pain, constipation, cramps, nausea and/or vomiting. Chronic exposure to lead can cause kidney damage, anemia, reproductive effects, developmental effects and permanent nervous system damage in humans including changes in cognitive function. Nitroglycerin: Will produce dilation of blood vessels and drop in blood pressure which may affect the heart. It has also been shown to cause methemoglobinemia (cyanosis). Copper: Inhalation of high concentrations of metallic copper dusts or fumes may cause nasal irritation and/or nausea, vomiting and stomach pain. It is unlikely that the amount of particles that someone would be exposed to from firing would be sufficient to cause any of these effects.. COMPOSITION / INFORMATION ON INGREIENTS Components % By Weight CAS Number EINECS/ ELINCS # Iron Copper Zinc Nitrocellulose Polymer Nitroglycerin Lead styphnate SS No.:

54 Safety ata Sheet 907/2006/EC - REACH (GB) CARTRIGES FOR POWER EVICES MSS Control Group Powers Fasteners Inc. 70 E. Joppa Road, Towson, M 2286 ate Printed July 6, 205 Page 4/0 4. FIRST AI MEASURES Eye Contact: Skin Contact: Inhalation: Ingestion: Immediately flush out fume or particles with large amounts of water for at least 5 minutes, occasionally lifting the upper and lower eyelids. If eye irritation develops, call a physician at once. Wash skin with plenty of soap and water. If symptoms of lung irritation occur (coughing, wheezing or breathing difficulty), remove from exposure area to fresh air immediately. If breathing has stopped, perform artificial respiration. Keep affected person warm and at rest. Get medical attention. If ingested, immediately call a physician. Medical Conditions Aggravated By Exposure: There are no medical conditions known to be aggravated by exposure to this product in its solid form. Exposure to lead can aggravate anemia, cardiovascular and respiratory disease. Recommendations To Physcians: Remove from exposure, if possible, and treat symptoms 5. FIRE FIGHTING MEASURES PROPERTY VALUE PROPERTY VALUE Explosive Yes Flammable Not applicable Combustible Not applicable Pyrophoric No Flash Point ( C): Not applicable Burning Rate of Material: Not applicable Lower Explosive Limit: Not applicable Autoignition Temp.: No data Upper Explosive Limit: Not applicable Flammability Classification: (defined by 29 CFR ) Explosive Unusal Fire and Explosion Hazards: Extinguishing Media: Special Firefighting Procedures: Possible projection hazard. Flood area with water. If no water is available, carbon dioxide, dry chemical or earth may be used. o not fight fire when fire reaches cargo. Cargo may explode. Firefighters must wear self-contained breathing apparatus (SCBA) and full protective equipment. Structural firefighters protective clothing will only provide limited protection. Isolate materials not yet involved in the fire. Move containers from fire area if possible; otherwise, cool with carefully applied water spray. Prevent runoff water from entering storm drains, bodies of water, or other environmentally sensitive areas, if practical. NFPA RATING SYSTEM Flammability Health 0 2 Reactivity - Other SS No.:

55 Safety ata Sheet 907/2006/EC - REACH (GB) CARTRIGES FOR POWER EVICES MSS Control Group Powers Fasteners Inc. 70 E. Joppa Road, Towson, M 2286 ate Printed July 6, 205 Page 5/0 HMIS RATING SYSTEM HEALTH HAZAR (BLUE) 0* FLAMMABILITY HAZAR (RE) PHYSICAL HAZAR (YELLOW) 2 EYES PROTECTIVE EQUIPMENT PPE COE RESPIRATORY HEARING A See Sect 8 See Sect 8 Hazard Scale: 0 = Minimal = Slight 2 = Moderate = Serious 4 = Severe * = Chronic hazard 6. ACCIENTAL RELEASE MEASURES FOR ALL TRANSPORTATION ACCIENTS, CALL CHEMTREC AT Spill Response: Accidental Release Procedures: A spill of this material will normally not require emergency response team capabilities. If, however, a large spill occurs, call for technical assistance. Spills of this material should be handled carefully. o not subject materials to mechanical shock. Collect material and place in a designated, labeled waste container. See Section for waste disposal. 7. HANLING AN STORAGE Precautions for Safe Handling: Conditions for Safe Storage: Use appropriate personal protective equipment (see Section 8). Workers should wash hands thoroughly after handling. Eating, drinking and smoking should be prohibited in areas where this material is handled and stored. Store in accordance with local regulations. Store in original containers in a cool, dry location away from Acids, Class A & B explosives, strong oxidizers, and caustics. Avoid mechanical impact or shock and electrical discharge. SS No.: