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©2015 Powers Fasteners

1

Table of Contents

Powers Fasteners® Powder Actuated Submittal Section:

Competitive Comparisons:

- Powers Fasteners® Powder Actuated vs. HILTI* X-U AND X-U 15 PIN

Product Pages:

- General Information - Design Tables - Product Information

Code Reports & Agency Listings:

- ICC-ES Approval: ESR-2024

Other Technical Information:

- Material Safety Data Sheet (MSDS)

Offline version available for download at www.powersdesignassist.com.

Powers Fasteners developed the Powers Design Assist (PDA) anchor software to enable usersto input technical data into a dynamic model environment-to visualize, consider, and specifyanchors in today's changing engineering climate.

For a demonstration of the latest version of PDA, contact us at www.powers.com or call (800)524-3244.

2

http://www.powersdesignassist.com

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8MM CSI PIN VS. X-U AND X-U 15 PIN

Product ComparisonProduct Name 8mm CSI pin X-U and X-U 15 pin

Company Powers Fasteners Hilti*Description Carbon steel powder actuated pin Carbon steel powder actuated pinSize Range (inch) 0.157"& 0.145" 0.157" & 0.145"ICC-ES ESR (concrete) ESR-2024 ESR-2269 Revision Date 2014 July 2014 MarchCity of Los Angeles (COLA) LARR-25931 LARR-25675LEED Yes Yes* Hilti is a registered trademark of Hilti Corporation

Competitive Comparison

Allowable Tension Loads

Øhef

.157"3/4"

.157"1"

.157"1-1/4"

Sour

ce: E

SR-2

024

(Rev

ised:

201

4 Ju

ly), E

SR-2

269

(Rev

ised:

201

4 M

arch

)

Normal Weight Concrete (2500 psi) CSI Pin X-U Pin

LBS

77

154

231

308

385

Allowable Shear Loads

A572 Steel Grade 50 CSI Pin (#50197) X-U 15 PinAllowable Tension Loads Allowable Shear Loads

84

168

252

336

420

90

180

270

360

450

Øhef

.157"3/4"

.157"1"

.157"1-1/4"

LBS

LBS

LBS

Ø Steel

Thickness

.145"1/8"

.145"3/16"

.145"1/4"

.145"3/8"

.145"1/2"

.145"3/4"

Ø Steel

Thickness

.145"1/8"

.145"3/16"

.145"1/4"

.145"3/8"

.145"1/2"

.145"3/4"

3

PRODUCT INFORMATION Powder Actuated

www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 1

D

Powder Actuated Fastenings INTRODUCTION

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 AND 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

APPROVALS AND LISTINGS • Tested in accordance to ASTM E 488 and E 1190

• International Code Council, Evaluation Service (ICC-ES), ESR-2024 (Formerly ER-5330)

• International Code Council, Evaluation Service (ICC-ES), ESR-1995

• City of Los Angeles (COLA) Research Report LARR-25304

• FM Global (Factory Mutual) - File No. J.I. 3002070 (Threaded Studs)

SECTION CONTENTS Page No.

Functioning Principles ................... 3

Powder Loads .............................. 4

Fastener Types ............................ 4

Functioning in Concrete .............. 5

Functioning in Steel .................... 5

Fastener Behavior ....................... 6

Base Material Suitability ............. 7

Applied Loads .............................. 7

Design Reference Guide for Concrete ................................ 7

Design Reference Guide for Steel ....................................... 9

Performance Data ..................... 10

Operating PrinciplePowder 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.

Direct Acting PrincipleAs 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, 100% 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 PrincipleIn 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 ClassificationPowder 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 A10.3 are as follows:

1. Low Velocity Tool A tool in which the average test velocity does not exceed 328 feet per second (100 meters per second).

2. Medium Velocity Tool A tool in which the average test velocity exceeds 328 feet per second (100 meters per second) but is less than 492 feet per second (150 meters per second). Medium velocity tools are no longer commercially available.

3. High Velocity Tool A tool in which the average test velocity exceeds 492 feet per second (150 meters per second). High velocity tools are no longer commercially available.

Tool SafetyPowder actuated fasteners must be installed by properly trained and licensed operators as described in ANSI Standard A 10.3. 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.

FUNCTIONING PRINCIPLES

4

Powder Actuated

Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2

PRODUCT INFORMATION

D

POWDER LOADS

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 IdentificationIn 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 12 level system in which a combination of six color codes and two case types are used. Power level 1/gray is the lowest with power level 12/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.

Powder loads are available as single units for single shot tools and collated in groups of 10 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

levels ranging from 1-6. 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 SelectionUse 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.

Power Level

Color Identification Case Color Load Color 1 Brass Gray 2 Brass Brown 3 Brass Green 4 Brass Yellow 4.5 Brass Blue 5 Brass Red 6 Brass Purple 7 Nickel Gray 8 Nickel Brown 9 Nickel Green 10 Nickel Yellow 11 Nickel Red 12 Nickel Purple

FASTENER TYPES

Several fastener types are available including drive pins and threaded studs along with application-specific assemblies. According to ANSI A 10.3, 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 Drive Pins

.300” HeadBallistic Point

.300” Head

8mm Head

10mm Head

3/8” Head

Drive 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.

Threaded StudsFor applications where adjustment or removability may be required, threaded studs are available with both a 1/4” or 3/8” thread diameter. Each thread size has a corresponding shank diameter and is available in a variety of shank and thread lengths.

5



D

POWDER LOADS

Fastener GuidanceBoth types of fastener have pre-mounted plastic fluting or washers which hold the fastener centered in the tool guide prior to driving. During the driving process, the fluting or washers provide point guidance for the fastener. Generally, head guidance is provided by the diameter of the fastener head or threads. 1/4”-20 threaded studs also have a plastic cap to protect the threads of the fastener during the driving process providing head guidance.

Fastener Material Specifications

Mechanical PropertiesPowder 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 510 SAE 1060 steel and austempered to a nominal core hardness of RC 51 to 55. Corrosion ResistancePowder 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 1 providing an average minimum thickness of 5 microns (0.0002”) with no supplementary coating.

FUNCTIONING OF POWDER ACTUATED FASTENINGS

Functioning in ConcreteThe load capacity of a powder actuated fastener when installed into concrete or masonry base materials is based on the following factors:

1. Strength of the base material2. Hardness and concentration of the aggregate3. Shank diameter of the fastener4. Depth of embedment into the base material5. 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. Depending on the fastener style and base material strength, embedment depths range from 5/8” to 1-1/2”. For depths greater than this range, there is the possibility of fastener bending or “fishhooking” which may decrease expected load

capacities. For typical embedment depths achieved, refer to the upcoming section on performance data andload capacities.

Stop Spall

Washer

During 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 SteelThe load capacity of a powder actuated fastener when installed into steel base materials is based on the following factors:

1. Thickness of the steel2. Tensile strength of the steel3. Shank diameter of the fastener4. Depth of point penetration through the steel5. Fastener spacing and edge distance.

Head Guidance

Point Guidance

6

Powder Actuated


PRODUCT INFORMATION

D

Functioning in Steel (Continued)

When a powder actuated fastener is driven into steel, it displaces the steel laterally 360 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 1/4” 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.

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.

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.

Bearing Failure

The fixture or material fastened tears as a lateral load is applied and is pulled over the head of the fastener.

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.

7



D

BASE MATERIAL SUITABILITY

APPLIED LOADS

DESIGN REFERENCE GUIDE FOR LOADS

While powder actuated fasteners can be used successfully in concrete, certain masonry materials, A36 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:

1. The fastener point has been blunted. This indicates that the base material is too hard.

2. The base material cracks or shatters. This indicates that the base material is too brittle.

3. When using an average hammer blow, the fastener penetrates the base material easily. This indicates that the base material is too soft.

PointFlattens

No Indent

Surface Shatters

Material Cracks

Fastener Sinks in with Average Hammer Blow

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 1190. As always, the suitability of a fastener for a specific application should be determined by a qualified design professional responsible for the product installation.

Tension LoadA tension load is applied directly in line with the axis of the fastener.

Shear LoadA shear load is applied perpendicular to the fastener directly along the surface of the base material.

Bending LoadsThe 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 1/4”-20 threaded stud, it is important to use the shank diameter of 0.145” in calculations, not the 0.211” root diameter of the threads.

Allowable Load CapacitiesThe 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 1190. 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 5:1 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. Due 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.

8



D

BASE MATERIAL SUITABILITY

APPLIED LOADS

DESIGN REFERENCE GUIDE FOR LOADS

While powder actuated fasteners can be used successfully in concrete, certain masonry materials, A36 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:

1. The fastener point has been blunted. This indicates that the base material is too hard.

2. The base material cracks or shatters. This indicates that the base material is too brittle.

3. When using an average hammer blow, the fastener penetrates the base material easily. This indicates that the base material is too soft.

PointFlattens

No Indent

Surface Shatters

Material Cracks

Fastener Sinks in with Average Hammer Blow

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 1190. As always, the suitability of a fastener for a specific application should be determined by a qualified design professional responsible for the product installation.

Tension LoadA tension load is applied directly in line with the axis of the fastener.

Shear LoadA shear load is applied perpendicular to the fastener directly along the surface of the base material.

Bending LoadsThe 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 1/4”-20 threaded stud, it is important to use the shank diameter of 0.145” in calculations, not the 0.211” root diameter of the threads.

Allowable Load CapacitiesThe 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 1190. 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 5:1 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. Due 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.

9

Powder Actuated


PRODUCT INFORMATION

D

DESIGN REFERENCE GUIDE FOR LOADS (Continued)

Base Material StrengthAs 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 3000 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

Penetration

3xPenetration

Concrete base material should be at least three (3) 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 Distance

Do not fasten closer than 3” 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.

Spacing

Setting fasteners too close together in concrete or masonry can cause cracking. The recommended minimum distance between fasteners is 3” center to center. Unless specific fastener testing has been conducted to qualify the condition and location.

Length SelectionFor 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

Threaded Length

EmbedmentEmbedment

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 3/8” threaded studs are used at an embedment depth of 1-3/8”, the fasteners were driven up to the threaded portion of the part. Do 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 1/4” Stud (ft.-lbs.) for 3/8” Stud (ft.-lbs.) 2 4

10



D

DESIGN REFERENCE GUIDE FOR STEEL

Allowable Load CapacitiesThe 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 1190. 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 5:1 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 StrengthThe published allowable load capacities are based on testing conducted in ASTM A 36 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 1/8” in thickness.

Edge Distance

For installations in steel, 1/2” is the recommended minimum edge distance.

SpacingThe recommended minimum distance between fastenings is 1-1/2” center to center for installations in steel.

Length SelectionFor 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 1/4” to allow for point penetration. This will be the minimum fastener shank length required. Do 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.

FixtureThreaded Length

Steel ThicknessSteel Thickness

1/4” 1/4”

For removable applications with threaded studs, the shank length required is equal to the thickness of the steel base material plus a minimum of 1/4” to allow for point penetration. This will be the minimum fastener shank length required. Do 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.

Do 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 1/4” Stud (ft.-lbs.) for 3/8” Stud (ft.-lbs.) 1/8” 2 4 3/16” 4 6 1/4” 6 10 3/8” 8 12

Note: For steel base material thicknesses 1/2” 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.

11


PRODUCT INFORMATION

D

Performance Data

PERFORMANCE DATA

Ultimate Load Capacities for Powder Actuated Fasteners in Normal-Weight Concrete1,2,3,4,5

Pin Description

Minimum Embedment

Depth hv in.

(mm)

Minimum Concrete Compressive Strength (f’c)

2,000psi 2,500psi 3,000psi 4,000psi 4,500psi 5,000psi

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Ballistic Point Pin (0.150” Shank)

5/8 (15.9)

370 (1.6)

590 (2.6) - - 610

(2.7)810 (3.6)

610 (2.7)

800 (3.6) - - 590

(2.6)780 (3.5)

3/4 (19.1)

480 (2.1)

770 (3.4) - - 660

(2.9)940 (4.2)

680 (3)

980 (4.4) - - 700

(3.1)1,020 (4.5)

Ballistic Point Pin (0.181”/0.150” Shank)

1 (25.4)

690 (3.1)

1,130 (5) - - 770

(3.4)1,200 (5.3)

820 (3.6)

1,350 (6) - - 870

(3.9)1,500 (6.7)

1-1/4 (31.8)

810 (3.6)

1,460 (6.5) - - 1,130

(5)1,490 (6.6)

1,380 (6.1)

1,680 (7.5) - - 7,620

(33.9)1,890 (8.4)

1-1/2 (38.1)

920 (4.1)

1,780 (7.9)

- - 1,490 (6.6)

1,780 (7.9)

1,930 (8.6)

2,020 (9) - - 2,370

(10.5)2,250 (10)

0.300” Head Drive Pin 8mm Head Drive Pin

1/4”-20 Threaded Stud (0.145” Shank)

5/8 (15.9)

300 (1.3)

475 (2.1) - - 300

(1.3)475 (2.1)

300 (1.3)

475 (2.1) - - 300

(1.3)475 (2.1)

3/4 (19.1)

300 (1.3)

475 (2.1) - - 475

(2.1)625 (2.8)

475 (2.1)

625 (2.8) - - 500

(2.2)625 (2.8)

1 (25.4)

500 (2.2)

700 (3.1) - - 650

(2.9)775 (3.4)

775 (3.4)

775 (3.4) - - 870

(3.9)1,000 (4.4)

1-1/4 (31.8)

550 (2.4)

775 (3.4) - - 775

(3.4)825 (3.7)

975 (4.3)

825 (3.7) - - 1,175

(5.2)1,000 (4.4)

1-1/2 (38.1)

575 (2.6)

875 (3.9) - - 900

(4)875 (3.9)

1,175 (5.2)

1,175 (5.2) - - 1,450

(6.4)1,000 (4.4)

8mm head Spiral CSI Pin (0.157” Shank)

3/4 (19.1) - - 750

(3.3)850 (3.8)

670 (3)

960 (4.3)

670 (3)

960 (4.3) - - 670

(3)960 (4.3)

1 (25.4) - - - - 1,710

(7.6)2,100 (9.3)

1,710 (7.6)

2,100 (9.3) - - 1,710

(7.6)2,100 (9.3)

1-1/4 (31.8) - - 1,550

(6.9)1,925 (8.6) - - - - - - - -

10mm Head Drive Pin (0.177” Shank)

3/4 (19.1) - - 350

(1.6)475 (2.1)

525 (2.3)

725 (3.2)

540 (2.4)

740 (3.3)

350 (1.6)

500 (2.2)

550 (2.4)

750 (3.3)

1 (25.4) - - - - 875

(3.9)925 (4.1)

890 (4)

940 (4.2) - - 900

(4)950 (4.2)

1-1/4 (31.8) - - 1,075

(4.8)1,050 (4.7)

1,225 (5.4)

1,125 (5)

1,225 (5.4)

1,125 (5)

800 (3.6)

850 (3.8)

1,225 (5.4)

1,125 (5)


1 (25.4)

475 (2.1)

675 (3) - - 475

(2.1)675 (3)

800 (3.6)

675 (3) - - 800

(3.6)675 (3)

1-1/4 (31.8)

850 (3.8)

1,100 (4.9) - - 850

(3.8)1,100 (4.9)

1,000 (4.4)

1,600 (7.1) - - 1,000

(4.4)1,600 (7.1)

1--1/2- (38.1)

1,150 (5.1)

1,375 (6.1) - - 1,375

(6.1)1,625 (7.2)

1,475 (6.6)

1,975 (8.8) - - 1,475

(6.6)1,975 (8.8)

3/8” Head Drive Pin (0.172” Shank)

1-1/4 (31.8)

930 (4.1)

1,780 (7.9) - - 1,160

(5.2)2,120 (9.4)

1,310 (5.8)

2,120 (9.4) - - 1,600

(7.1)2,120 (9.4)

1-1/2 (38.1)

1,470 (6.5)

2,540 (11.3) - - 2,040

(9.1)2,540 (11.3)

2,040 (9.1)

2,540 (11.3) - - 2,040

(9.1)2,540 (11.3)

Ceiling Clips - Spiral CSI Pin (0.157” Shank)

3/4 (19.1)

- - - - 700 (3.1)

1,000 (4.4)

700 (3.1)

1,000 (4.4) - - - -

Ceiling Clips w/ 0.300” Head Pin (0.145” Shank)

3/4 (19.1)

300 (1.3)

475 (2.1)

- - 325 (1.4)

525 (2.3)

350 (1.6)

725 (3.2) - - 350

(1.6)725 (3.2)

1 (25.4)

300 (1.3)

550 (2.4) - - 475

(2.1)600 (2.7)

500 (2.2)

800 (3.6)

- - 500 (2.2)

800 (3.6)

Economy Ceiling Clips w/ 0.300”

Head Pin (0.145” Shank)

3/4 (19.1)

250 (1.1)

475 (2.1) - - 300

(1.3)525 (2.3)

350 (1.6)

725 (3.2) - - 350

(1.6)725 (3.2)

1 (25.4)

250 (1.1)

600 (2.7) - - 300

(1.3)600 (2.7)

500 (2.2)

750 (3.3) - - 500

(2.2)750 (3.3)

Ballistic Point Ceiling Clip (0.181”/0.150” Shank)

3/4 (19.1) - - - - 500

(2.2)1,020 (4.5) - - - - - -

Ceiling Clips - LADD Pin (0.152” Shank)

1-1/8 (28.6)

250 (1.1)

250 (1.1)

- - 250 (1.1)

650 (2.9)

675 (3)

800 (3.6)

- - 675 (3)

800 (3.6)

Rod Hanger Ceiling Clip (0.145” Shank)

1 (25.4) - - - - 900

(4) - 900 (4) - - - - -

1. 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.3. 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.

12

PRODUCT INFORMATION


D

Performance Data

PERFORMANCE DATA Allowable Load Capacities for Powder Actuated Fasteners in Normal-Weight Concrete1,2,3,4,5

Pin Description

Minimum Embedment

Depth hv in.

(mm)


2,000psi 2,500psi 3,000psi 4,000psi 4,500psi 5,000psiTension

lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Ballistic Point Pin(0.150” Shank)

5/8 (15.9)

45 (0.2)

75 (0.3)

- - 75

(0.3)100 (0.4)

75 (0.3)

100 (0.4)

- -75

(0.3)100 (0.4)

3/4 (19.1)

60 (0.3)

95 (0.4)

- -85

(0.4)120 (0.5)

85 (0.4)

125 (0.6)

- -90

(0.4)130 (0.6)


1 (25.4)

85 (0.4)

140 (0.6)

- -95

(0.4)150 (0.7)

105 (0.5)

170 (0.8)

-- 110

(0.5)190 (0.8)

1-1/4 (31.8)

100 (0.4)

185 (0.8)

- -140 (0.6)

185 (0.8)

175 (0.8)

210 (0.9)

- -205 (0.9)

240 (1.1)

1-1/2 (38.1)

115 (0.5)

225 (1)

- -185 (0.8)

225 (1)

240 (1.1)

255 (1.1)

- -295 (1.3)

280 (1.2)

0.300” Head Drive Pin 8mm Head Drive Pin 1/4”-20 Threaded Stud (0.145” Shank)

5/8 (15.9)

25 (0.1)

45 (0.2)

- -60

(0.3)95

(0.4)45

(0.2)95

(0.4)- -

25 (0.1)

95 (0.4)

3/4 (19.1)

60 (0.3)

95 (0.4)

- -95

(0.4)125 (0.6)

95 (0.4)

125 (0.6)

- -100 (0.4)

125 (0.6)

1 (25.4)

100 (0.4)

140 (0.6)

- -130 (0.6)

155 (0.7)

155 (0.7)

155 (0.7)

- -180 (0.8)

200 (0.9)

1-1/4 (31.8)

110 (0.5)

155 (0.7)

- -155 (0.7)

165 (0.7)

195 (0.9)

165 (0.7)

- -235 (1)

200 (0.9)

1 1/2 (38.1)

115 (0.5)

175 (0.8)

- -180 (0.8)

175 (0.8)

235 (1)

175 (0.8)

- -290 (1.3)

200 (0.9)


3/4 (19.1)

- -120 (0.5)

170 (0.8)

134 (0.6)

192 (0.9)

134 (0.6)

192 (0.9)

- -134 (0.6)

192 (0.9)

1 (25.4)

- - - -342 (1.5)

420 (1.9)

342 (1.5)

420 (1.9)

- -342 (1.5)

420 (1.9)

1-1/4 (31.8)

- -310 (1.4)

385 (1.7)

- - - - - - - -


3/4 (19.1)

-- 70

(0.3)95

(0.4)105 (0.5)

145 (0.6)

108 (0.5)

148 (0.7)

70 (0.3)

100 (0.4)

110 (0.5)

150 (0.7)

1 (25.4)

- - - -175 (0.8)

185 (0.8)

178 (0.8)

188 (0.8)

- -180 (0.8)

190 (0.8)

1-1/4 (31.8)

- -215 (1)

210 (0.9)

245 (1.1)

225 (1)

245 (1.1)

225 (1)

160 (0.7)

170 (0.8)

245 (1.1)

225 (1)


1 (25.4)

95 (0.4)

135 (0.6)

- -80

(0.4)135 (0.6)

160 (0.7)

110 (0.5)

- -160 (0.7)

110 (0.5)

1-1/4 (31.8)

170 (0.8)

220 (1)

- -165 (0.7)

220 (1)

200 (0.9)

320 (1.4)

- -200 (0.9)

320 (1.4)

1-1/2 (38.1)

230 (1)

275 (1.2)

- -275 (1.2)

325 (1.4)

295 (1.3)

395 (1.8)

- -295 (1.3)

395 (1.8)


1-1/4 (31.8)

135 (0.6)

225 (1)

- -145 (0.6)

240 (1.1)

200 (0.9)

260 (1.2)

- -200 (0.9)

260 (1.2)

1-1/2 (38.1)

185 (0.8)

280 (1.2)

- -230 (1)

305 (1.4)

230 (1)

305 (1.4)

- -230 (1)

305 (1.4)

Ceiling Clips - Spiral CSI Pin (0.157” Shank)

3/4 (19.1)

- - - -140 (0.6)

200 (0.9)

140 (0.6)

200 (0.9)

- - - -

Ceiling Clips w/ 0.300” Head Pin (0.145” Shank)

3/4 (19.1)

40 (0.2)

65 (0.3)

- -65

(0.3)105 (0.5)

70 (0.3)

145 (0.6)

- -70

(0.3)145 (0.6)

1 (25.4)

40 (0.2)

110 (0.5)

- -95

(0.4)120 (0.5)

100 (0.4)

160 (0.7)

- -90

(0.4)160 (0.7)

Economy Ceiling Clips w/ 0.300” Head Pin (0.145” Shank)

3/4 (19.1)

40 (0.2)

75 (0.3)

- -40

(0.2)75

(0.3)70

(0.3)145 (0.6)

- -70

(0.3)145 (0.6)

1 (25.4)

40 (0.2)

120 (0.5)

- -40

(0.2)150 (0.7)

100 (0.4)

150 (0.7)

- -105 (0.5)

150 (0.7)


3/4 (19.1)

- - - -100 (0.4)

204 (0.9)

- - - - - -


1-1/8 (28.6)

50 (0.2)

50 (0.2)

- -50

(0.2)130 (0.6)

135 (0.6)

160 (0.7)

- -135 (0.6)

160 (0.7)

Rod Hanger Ceiling Clip (0.145” Shank)

1 (25.4)

- - - -180 (0.8)

-180 (0.8)

- - - - -

1. 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.3. 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.

13


PRODUCT INFORMATION

D

Performance Data

PERFORMANCE DATA Ultimate Load Capacities for Powder Actuated Fasteners in Lightweight Concrete1,2,3,4,6

Pin Description

Minimum Embedment

Depth hv in.

(mm)


3,000psi Lightweight Concrete3,000psi Lightweight Concrete, Over 20 Gage Deck

Lower Flute Upper Flute Top of Slab

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)


3/4 (19.1)

560 (2.5)

600 (2.7)

350 (1.6)

1,310 (5.8)

350 (1.6)

1,310 (5.8) - -


1 (25.4)

570 (2.5)

1,000 (4.4)

550 (2.4)

1,350 (6)

550 (2.4)

1,350 (6) - -

1-1/4 (31.8)

810 (3.6)

1,220 (5.4)

700 (3.1)

1,380 (6.1)

700 (3.1)

1,380 (6.1) - -

1-1/2 (38.1)

1,040 (4.6)

1,440 (6.4)

840 (3.7)

1,400 (6.2)

840 (3.7)

1,400 (6.2) - -

0.300” Head Drive Pin 8mm Head Drive Pin (0.145” Shank)

3/4 (19.1) - - - - - - 445

(2)465 (2.1)

1 (25.4)

350 (1.6)

625 (2.8)

600 (2.7)

1,450 (6.4)

880 (3.9)

1,450 (6.4)

1,000 (4.4)

1,075 (4.8)

1-1/4 (31.8)

650 (2.9)

900 (4)

960 (4.3)

1,695 (7.5)

1,415 (6.3)

1,695 (7.5)

1,250 (5.6)

1,525 (6.8)

1-1/2 (38.1)

650 (2.9)

900 (4)

1,190 (5.3)

1,895 (8.4)

1,190 (5.3)

1,895 (8.4)

1,700 (7.6)

1,875 (8.3)


1 (25.4)

350 (1.6)

625 (2.8)

350 (1.6)

850 (3.8)

350 (1.6)

850 (3.8) - -

1-1/4 (31.8)

650 (2.9)

900 (4)

525 (2.3)

875 (3.9)

525 (2.3)

875 (3.9) - -


1-1/4 (31.8)

650 (2.9)

1,540 (6.9)

620 (2.8)

1,830 (8.1)

1,415 (6.3)

1,830 (8.1) - -

1-1/2 (38.1)

1,210 (5.4)

1,620 (7.2)

860 (3.8)

1,930 (8.6)

860 (3.8)

1,930 (8.6) - -

10mm Head Drive Pin5

(0.177” Shank)

1-1/4 (31.8)

1,150 (5.1)

1,200 (5.3)

875 (3.9)

1,475 (6.6)

1,415 (6.3)

1,865 (8.3) - -

13/8 (34.9)

1,575 (7)

1,575 (7)

1,025 (4.6)

1,575 (7)

1,025 (4.6)

1,575 (7) - -

1-1/2 (38.1)

1,850 (8.2)

1,850 (8.2)

1,175 (5.2)

1,700 (7.6)

1,175 (5.2)

1,700 (7.6) - -

1-5/8 (41.3)

2,400 (10.7)

2,325 (10.3)

1,325 (5.9)

1,800 (8)

2,330 (10.4)

3,130 (13.9) - -


1 (25.4)

350 (1.6) - 650

(2.9)350 (1.6) - 825

(3.7)350 (1.6)

825 (3.7)

1 1/4 (31.8)

850 (3.8) - 1,325

(5.9)425 (1.9) - 1,125

(5)425 (1.9)

1,125 (5)

Ultimate Load Capacities for Powder Actuated Fastener Ceiling Clips in Lightweight Concrete1,2,3,4,6

Pin Description

Minimum Embedment

Depth hv in.

(mm)



Lower Flute Upper Flute

Tension lbs. (kN)

45° lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

45° lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Ceiling Clips - w/ 0.300”Head Pin (0.145” Shank)

3/4 (19.1)

250 (1.1)

200 (0.9)

400 (1.8)

200 (0.9)

200 (0.9)

600 (2.7)

200 (0.9)

600 (2.7)

1 (25.4)

300 (1.3)

200 (0.9)

400 (1.8)

225 (1)

350 (1.6)

600 (2.7)

225 (1)

600 (2.7)

1-1/8 (28.6)

300 (1.3)

200 (0.9)

400 (1.8)

605 (2.7)

350 (1.6)

600 (2.7)

680 (3)

600 (2.7)

Economy Ceiling Clips w/ 0.300” Head Pin

(0.145” Shank)

3/4 (19.1)

250 (1.1)

225 (1)

400 (1.8)

200 (0.9)

200 (0.9)

600 (2.7)

200 (0.9)

600 (2.7)

1 (25.4)

300 (1.3)

450 (2)

400 (1.8)

225 (1)

225 (1)

600 (2.7)

225 (1)

600 (2.7)


3/4 (19.1)

- - - 300 (1.3)

- 1,300 (5.8)

300 (1.3)

1,300 (5.8)


1 1/8 (28.6)

475 (2.1)

525 (2.3)

725 (3.2)

440 (2)

400 (1.8)

625 (2.8)

440 (2)

625 (2.8)

1. 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.3. 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 (9.1 kN).6. Multiple fasteners are recommended for any attachment for increased reliability.

14

PRODUCT INFORMATION


D

Performance Data

PERFORMANCE DATA

Allowable Load Capacities for Powder Actuated Fasteners in Lightweight Concrete1,2,3,4,6

Pin Description

Minimum Embedment

Depth hv in.

(mm)


3,000psi Lightweight Concrete

3,000psi Lightweight Concrete, Over 20 Gage DeckLower Flute Upper Flute Top of Slab

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)


3/4 (19.1)

60 (0.3)

75 (0.3)

45 (0.2)

160 (0.7)

45 (0.2)

160 (0.7)

- -


1 (25.4)

70 (0.3)

125 (0.6)

70 (0.3)

165 (0.7)

70 (0.3)

165 (0.7)

- -

1-1/4 (31.8)

100 (0.4)

155 (0.7)

85 (0.4)

170 (0.8)

85 (0.4)

170 (0.8)

- -

1 1/2 (38.1)

130 (0.6)

180 (0.8)

105 (0.5)

175 (0.8)

105 (0.5)

175 (0.8)

- -

0.300” Head Drive Pin 8mm HeadDrive Pin (0.145” Shank)

3/4 (19.1)

- - - - - -70

(0.3)70

(0.3)1

(25.4)70

(0.3)125 (0.6)

120 (0.5)

290 (1.3)

175 (0.8)

290 (1.3)

200 (0.9)

215 (1)

1-1/4 (31.8)

130 (0.6)

180 (0.8)

190 (0.8)

340 (1.5)

280 (1.2)

340 (1.5)

250 (1.1)

305 (1.4)

1-1/2 (38.1)

130 (0.6)

180 (0.8)

235 (1)

380 (1.7)

235 (1)

380 (1.7)

340 (1.5)

375 (1.7)


1 (25.4)

70 (0.3)

35 (0.2)

35 (0.2)

160 (0.7)

35 (0.2)

160 (0.7)

- -

1-1/4 (31.8)

70 (0.3)

125 (0.6)

65 (0.3)

170 (0.8)

65 (0.3)

170 (0.8)

- -


1-1/4 (31.8)

65 (0.3)

195 (0.9)

35 (0.2)

225 (1)

35 (0.2)

225 (1)

- -

1-1/2 (38.1)

155 (0.7)

205 (0.9)

105 (0.5)

240 (1.1)

105 (0.5)

240 (1.1)

- -

10mm Head Drive Pin5 (0.177” Shank)

1-1/4 (31.8)

195 (0.9)

205 (0.9)

175 (0.8)

295 (1.3)

285 (1.3)

425 (1.9)

- -

1-3/8 (34.9)

315 (1.4)

315 (1.4)

205 (0.9)

315 (1.4)

205 (0.9)

315 (1.4)

- -

1-1/2 (38.1)

370 (1.6)

370 (1.6)

235 (1)

340 (1.5)

235 (1)

340 (1.5)

- -

1-5/8 (41.3)

410 (1.8)

395 (1.8)

265 (1.2)

360 (1.6)

315 (1.4)

485 (2.2)

- -


1 (25.4)

70 (0.3)

130 (0.6)

45 (0.2)

165 (0.7)

45 (0.2)

165 (0.7)

- -

1-1/4 (31.8)

170 (0.8)

265 (1.2)

85 (0.4)

225 (1)

85 (0.4)

225 (1)

- -

Allowable Load Capacities for Powder Actuated Fastener Ceiling Clips in Lightweight Concrete1,2,3,4,6

Pin Description

Minimum Embedment

Depth hv in.

(mm)



Lower Flute Upper Flute

Tension lbs. (kN)

45° lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

45° lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Ceiling Clips - w/ 0.300” Head Pin(0.145” Shank)

3/4 (19.1)

50 (0.2)

40 (0.2)

25 (0.1)

35 (0.2)

40 (0.2)

120 (0.5)

35 (0.2)

120 (0.5)

1 (25.4)

60 (0.3)

40 (0.2)

80 (0.4)

45 (0.2)

70 (0.3)

120 (0.5)

45 (0.2)

120 (0.5)

1-1/8 (28.6)

60 (0.3)

40 (0.2)

80 (0.4)

120 (0.5)

70 (0.3)

120 (0.5)

135 (0.6)

120 (0.5)

Economy Ceiling Clips - w/ 0.300”Head Pin (0.145” Shank)

3/4 (19.1)

35 (0.2)

45 (0.2)

30 (0.1)

30 (0.1)

40 (0.2)

135 (0.6)

30 (0.1)

135 (0.6)

1 (25.4)

55 (0.2)

90 (0.4)

115 (0.5)

55 (0.2)

45 (0.2)

135 (0.6)

55 (0.2)

135 (0.6)

Ballistic Point Ceiling Clip(0.181”/0.150” Shank)

3/4 (19.1)

- - -60

(0.3)-

260 (1.2)

60 (0.3)

260 (1.2)


1-1/8 (28.6)

95 (0.4)

105 (0.5)

145 (0.6)

55 (0.2)

80 (0.4)

125 (0.6)

55 (0.2)

125 (0.6)

1. 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.3. 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 315 lbs (1.4 kN).6. Multiple fasteners are recommended for any attachment for increased reliability.

15


PRODUCT INFORMATION

D

Performance Data

PERFORMANCE DATA

Ultimate Load Capacities for Powder Actuated Fasteners used to Install Sill Plates onto Normal-Weight Concrete1,2

Pin Description

Minimum Embedment Depth

hv in.

(mm)


f’c ≥ 2,000 psi (13.8 (MPa)

Tension Shear

lbs. (kN)

Perpendicular to Concrete lbs. (kN)

Parallel to Concrete lbs. (kN)

Ballistic Point Pin 1-1/2 (38.1)

920 (4.1)

1,060 (4.7)

1,200 (5.3)

0.300” / 8mm Head Drive Pin or 1/4”-20 Threaded Stud (0.145” Shank)

1-1/2 (38.1)

600 (2.7)

900 (4.0)

1,150 (5.1)

3/8” Head Drive Pin (0.172” Shank) 1-1/2 (38.1)

900 (4.0)

960 (4.3)

1,150 (5.1)

1. 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 10 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 A36 Steel1,2,3,5

Pin Description Shank Type

Nominal Steel Thickness

1/8” 3/16” 1/4” 3/8” 1/2”4

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Ballistic Point Pin(0.150” Shank) Smooth 590

(2.6)2,090 (9.3)

910 (4.0)

3,030 (13.5)

1,560 (6.9)

2,730 (12.1)

2,250 (10.0)

2,625 (11.7) - -

0.300” Head Drive Pin8mm Head Drive Pin(0.145” Shank)

Knurled 1,100 (4.9)

990 (4.4)

1,705 (7.6)

3,050 (13.6)

2,240 (10.0)

2,800 (12.5)

2,600 (11.6)

3,025 (13.5)

2,650 (11.8)

2,875 (12.8)

Smooth 865 (3.8)

1,325 (5.9)

1,775 (7.9)

2,825 (12.6)

2,050 (9.1)

2,800 (12.5)

2,410 (10.7)

2,620 (11.7)

1,970 (8.8)

2,600 (11.6)

8mm head CSI Pin(0.157” Shank)

Spiral Knurled - - - - 4,810

(21.4)3,199 (14.2)

3,390 (15.1)

2,925 (13.0)

2,675 (11.9)

2,825 (12.6)

1/4”-20 Threaded Stud(0.145” Shank) Knurled 1,100

(4.9)2,230 (9.9)

1,630 (7.3)

2,770 (12.3)

2,160 (9.6)

3,300 (14.7)

2,560 (11.4)

3,760 (16.7) - -

3/8” Head Drive Pin(0.172” Shank) Smooth 950

(4.2)2,700 (12.0)

1,490 (6.6)

3,700 (16.5)

1,820 (8.1)

3,890 (17.3)

3,020 (13.4)

4,230 (18.8) - -

10mm Head Drive Pin(0.177” Shank) Smooth - - 850

(3.8)4,150 (18.5)

1,300 (5.8)

4,150 (18.5)

1,900 (8.5)

4,400 (19.6)

3,675 (16.3)

4,075 (18.1)

3/8”-16 Threaded Stud(0.205” Shank) Knurled 1,120

(5.0)2,770 (12.3)

2,700 (12.0)

5,460 (24.3)

3,730 (16.6)

8,090 (36.0) - - - -

Ceiling Clips w/ 0.300”Head Pin (0.145” Shank) Smooth 1,030

(4.6)1,190 (5.3)

1,090 (4.8)

1,190 (5.3)

1,090 (4.8)

1,190 (5.3)

1,090 (4.8)

1,190 (5.3) - -

Economy Ceiling Clipsw/ 0.300” Head Pin(0.145” Shank)

Smooth 950 (4.2)

1,290 (5.7)

1,090 (4.8)

1,290 (5.7)

1,090 (4.8)

1,290 (5.7)

1,090 (4.8)

1,290 (5.7) - -

Ceiling Clips - LADD Pin(0.152” Shank) Smooth 1,180

(5.2)1,200 (5.3)

1,180 (5.2)

1,200 (5.3)

1,180 (5.2)

1,200 (5.3)

1,180 (5.2)

1,200 (5.3) - -

1. 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.3. 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 1/2”. 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.

16

PRODUCT INFORMATION


D

Performance Data

PERFORMANCE DATA

Allowable Load Capacities for Powder Actuated Fasteners in ASTM A36 Steel1,2,3,5


Nominal Steel Thickness1/8” 3/16” 1/4” 3/8” 1/2”4

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)


Smooth120 (0.5)

420 (1.9)

180 (0.8)

605 (2.7)

310 (1.4)

545 (2.4)

450 (2.0)

525 (2.3)

- -

0.300” Head Drive Pin 8mm Head Drive Pin (0.145” Shank)

Knurled220 (1.0)

200 (0.9)

340 (1.5)

610 (2.7)

445 (2.0)

560 (2.5)

520 (2.3)

605 (2.7)

490 (2.2)

575 (2.6)

Smooth170 (0.8)

265 (1.2)

355 (1.6)

565 (2.5)

410 (1.8)

560 (2.5)

465 (2.1)

390 (1.7)

390 (1.7)

520 (2.3)


Spiral Knurled

280 (1.2)

540 (2.4)

515 (2.3)

585 (2.6)

735 (3.3)

535 (2.4)

615 (2.7)

495 (2.2)

535 (2.4)

565 (2.5)


Knurled220 (1.0)

445 (2.0)

325 (1.4)

555 (2.5)

430 (1.9)

660 (2.9)

510 (2.3)

750 (3.3)

- -


Smooth190 (0.8)

540 (2.4)

300 (1.3)

740 (3.3)

365 (1.6)

780 (3.5)

605 (2.7)

845 (3.8)

- -


Smooth - -95

(0.4)545 (2.4)

150 (0.7)

545 (2.4)

245 (1.1)

755 (3.4)

640 (2.8)

600 (2.7)


Knurled225 (1.0)

555 (2.5)

540 (2.4)

1,090 (4.8)

745 (3.3)

620 (2.8)

- - - -

Ceiling Clips - w/ 0.300” Head Pin (0.145” Shank)

Smooth205 (0.9)

240 (1.1)

220 (1.0)

240 (1.1)

220 (1.0)

240 (1.1)

220 (1.0)

240 (1.1)

- -

Economy Ceiling Clips w/ 0.300” Head Pin (0.145” Shank)

Smooth190 (0.8)

260 (1.2)

210 (0.9)

260 (1.2)

210 (0.9)

260 (1.2)

210 (0.9)

260 (1.2)

- -


Smooth235 (1.0)

240 (1.1)

240 (1.1)

240 (1.1)

235 (1.0)

240 (1.1)

235 (1.0)

240 (1.1)

- -

1. 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.3. 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 1/2”. 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.

17


PRODUCT INFORMATION

D

Performance Data

PERFORMANCE DATAUltimate Load Capacities for Powder Actuated Fasteners in ASTM A572 Steel1,2,3,5


Nominal Steel Thickness1/8” 3/16” 1/4” 3/8” 1/2”4

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

10mm Head Drive Pin (0.177” Shank) Smooth 1,275

(5.7)3,850 (17.1)

1,075 (4.8)

3,250 (14.5)

1,800 (8.0)

3,900 (17.3)

2,275 (10.1)

4,250 (18.9) - -

8mm head CSI Pin (0.157” Shank)

Spiral Knurled

1,625 (7.2)

2,550 (11.3)

2,750 (12.2)

3,150 (14.0)

3,975 (17.7)

2,900 (12.9)

3,300 (14.7)

2,675 (11.9)

2,900 (12.9)

3,050 (13.6)

1. 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.3. 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 10mm head drive pin fasteners must be driven to obtain a minumum embedment of 1/2”. 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.

Allowable Load Capacities for Powder Actuated Fasteners in ASTM A572 Steel1,2,3,5


Nominal Steel Thickness1/8” 3/16” 1/4” 3/8” 1/2 ”4

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

10mm Head Drive Pin (0.177” Shank) Smooth 255

(1.1)770 (3.4)

215 (1.0)

650 (2.9)

295 (1.3)

735 (3.3)

355 (1.6)

785 (3.5)

- -

8mm head CSI Pin (0.157” Shank)

Spiral Knurled

325 (1.4)

510 (2.2)

550 (2.4)

630 (2.8)

795 (3.5)

580 (2.6)

660 (2.9)

535 (2.4)

580 (2.6)

610 (2.7)

1. 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.3. 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 10mm head drive pin fasteners must be driven to obtain a minumum embedment of 1/2”. 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.

Ultimate Load Capacities for Powder Actuated Fasteners in Masonry (f’m ≥ 1,500)1,2,3,4

Pin Description

MinimumEmbed.Depth

hvin.

(mm)

Hollow CMU Grout-filled Concrete Masonry

Face Face Mortar Joint

Tensionlbs.(kN)

Shearlbs.(kN)

Tensionlbs.(kN)

Shearlbs.(kN)

Tensionlbs.(kN)

Shearlbs.(kN)

Ballistic Point Pin(0.181”/0.150” Shank)

1(25.4)

320(1.4)

740(3.3)

570(2.6)

900(4.1)

510(2.3)

960(4.3)

.300”/8mm Head Drive Pin or1/4”-20 Threaded Stud (0.145” Shank)

1(25.4)

320(1.4)

740(3.3)

570(2.6)

900(4.1)

510(2.3)

960(4.3)

3/8” Head Drive Pin(0.172” Shank)

1(25.4) - - 740

(3.3)850(3.8) - -

3/8”-16 Threaded Stud(0.205” Shank)

1(25.4)

160(0.7)

670(3.0)

860(3.9)

1,460(6.6)

1,060(4.8)

1,030(4.6)

1. 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.3. Multiple fasteners are recommended for any attachment for increased reliability.4. Concrete masonry units are typical 8 x 8 x 16 inch units meeting the requirements of ASTM C90, Grade N, lightweight block.

18

PRODUCT INFORMATION


D

Performance Data

PERFORMANCE DATA

Allowable Load Capacities for Powder Actuated Fasteners in Masonry (f’m ≥ 1,500)1,2,3,4

Pin Description

Minimum Embedment

Depth hv in.

(mm)

Hollow CMU Grout-Filled Concrete Masonry

Cell Cell Mortar Joint

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

Tension lbs. (kN)

Shear lbs. (kN)

0.300” / 8mm Head Drive Pin or 1/4”-20Threaded Stud (0.145” Shank)

1 (25.4)

35 (0.2)

95 (0.4)

65 (0.3)

115 (0.5)

55 (0.2)

120 (0.5)

3.8” Head Drive Pin (0.172” Shank) 1 (25.4) - - 95

(0.4)105 (0.5) - -

3/8”-16 Threaded Stud (0.205” Shank) 1 (25.4)

20 (0.1)

85 (0.4)

110 (0.5)

185 (0.8)

135 (0.6)

130 (0.6)

1. 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.3. Multiple fasteners are recommended for any attachment for increased reliability.4. Concrete masonry units are typical 8 x 8 x 16 inch units meeting the requirements of ASTM C90, Grade N, lightweight block.

Ultimate and Allowable Tensile Pullover Capacities for Light Steel Framing with Powder-Actuated Fasteners1,2,3

Pin Description

Head/ShankDiameter

Minimum Thickness of Sheet Steel or Framing Member

16 Gage 18 Gage 20 Gage 22 Gage 24 Gage

Ultimatelbs

(kN)

Allowablelbs

(kN)

Ultimatelbs

(kN)

Allowablelbs

(kN)

Ultimatelbs

(kN)

Allowablelbs

(kN)

Ultimatelbs

(kN)

Allowablelbs

(kN)

Ultimatelbs

(kN)

Allowablelbs

(kN)

8mm Top Hat Pin 0.315”/0.145” 2,650(11.9)

530(2.4)

2,470(11.1)

495(2.2)

1,210(5.4)

240(1.1)

895(4.0)

180(0.8)

580(2.6)

115(0.5)

8mm Pinwithout Washer

0.315”/0.145” 0.315”/0.157” - - 1,470

(6.6)295(1.3)

1,050(4.7)

210(0.9)

730(3.3)

145(0.7)

415(1.9)

85(0.4)

8mm Pinwith 1” Washer 0.315”/0.145” - - 1,575

(7.1)310(1.4)

1,185(5.3)

235(1.1)

990(4.5)

200(0.9)

795(3.6)

160(0.7)

.300” Pin with7/8” washer 0.300”/0.145” - - - - 790

(3.6)160(0.7)

645(2.9)

130(0.6)

500(2.3)

100(0.5)

10mm Pinwithout Washer 0.390”/0.177” 2,330

(10.5)465(2.1)

1,750(7.9)

350(1.6)

1,185(5.3)

235(1.1)

890(4.0)

180(0.8)

590(2.7)

120(0.5)

1. Tabulated allowable pullover load values were tested in accordance with ICC-ES AC70 and are based on an applied safety factor of 5.0.2. 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.3. For pins with washer assemblies, the washer thickness is 14 gage minimum.

19


PRODUCT INFORMATION

D

Fasteners

.300” Head Drive Pins PRODUCT DESCRIPTION Drive pins with a .300” head are designed for permanently fastening a fixture to concrete, some types of concrete block, and A36 or A572 structural steel. The pins are formed with a 0.145” 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 MagicTM pins offer a hard plastic flute for improved centering in the tool and tip protection.

FASTENERS SIZE

.300” Head Drive Pins

Cat. No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50012 1/2” (K) 0.145” 100 5,000 0.4

50016 5/8” (K) 0.145” 100 5,000 0.5

50022 3/4” 0.145” 100 5,000 0.5

50026 1” 0.145” 100 5,000 0.7

50032 1-1/4” 0.145” 100 1,000 0.8

50034 1-1/2” 0.145” 100 1,000 1.0

50038 2” 0.145” 100 1,000 1.2

50040 2-1/4” 0.145” 100 1,000 1.3

50044 2-1/2” 0.145” 100 1,000 1.5

50048 3” 0.145” 100 1,000 1.8

(K) = knurled

.300” Head Drive Pins – Master PackCat. No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50980 1/2” (K) 0.145” 1,000 5,000 0.4

53300 5/8” (K) 0.145” 1,000 5,000 0.5

51040 3/4” 0.145” 1,000 5,000 0.5

51100 1” 0.145” 1,000 5,000 0.7

51160 1 1/4” 0.145” 1,000 5,000 0.8

51340 1/2” (K) Top Hat 0.145” 1,000 5,000 0.6

51400 3/4” Top Hat 0.145” 1,000 5,000 0.7

(K) = knurled

.300” Head Step Shank Drive PinsCat.No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50158* 3/4” Step Shank 0.145/0.130” 100 5,000 0.5

50159* 1” Step Shank 0.145/0.130” 100 5,000 0.6

* Discontinued item once current stock exhausted.

20

PRODUCT INFORMATION


D

Fasteners

.300” Head Drive Pins with Top Hat PRODUCT DESCRIPTION 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 Diameter Standard Box Standard Carton Wt./100

50136 1/2” (K) 0.145” 100 5,000 0.6

50138 5/8” (K) 0.145” 100 5,000 0.7

50140 3/4” 0.145” 100 5,000 0.7

50144 1” 0.145” 100 5,000 0.8

(K) = knurled

21


PRODUCT INFORMATION

D

Fasteners

Mechanically Galvanized (MG) Drive Pins for Pressure Treated LumberPRODUCT DESCRIPTION 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

.300” Head MG Pin (No Washer)Cat.No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50034MG 1-1/2” 0.145” 100 1,000 1.0

50038MG 2” 0.145” 100 1,000 1.2

50045MG 2-1/2” 0.145” 100 1,000 1.5

50047MG 3” 0.145” 100 1,000 1.6

.300” Head MG Pin with 1” Round WasherCat.No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50110MG 1-1/2” 0.145” 100 1,000 2.3

50112MG 2” 0.145” 100 1,000 2.6

50113MG 2-1/2” 0.145” 100 1,000 3.0

50115MG 3” 0.145” 100 1,000 3.3

22

PRODUCT INFORMATION


D

Fasteners

8mm Head Drive Pins PRODUCT DESCRIPTION Drive Pins with a 8mm head are designed for permanently fastening a fixture to concrete, some types of masonry, and A36 or A572 structural steel. The pins are manufactured with a 0.145” 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 Drive PinsCat.No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50180 16mm (K)-5/8” 0.145” 100 5,000 0.4

50182 19mm (K)-3/4” 0.145” 100 5,000 0.5

50184 22mm-7/8” 0.145” 100 5,000 0.6

50186 27mm-1” 0.145” 100 5,000 0.7

50188 32mm-1-1/4” 0.145” 100 1,000 0.8

50190 37mm-1-1/2” 0.145” 100 1,000 0.9

50192 42mm-1-5/8” 0.145” 100 1,000 1.0

50194 47mm-1-7/8 0.145” 100 1,000 1.1

50196 52mm-2” 0.145” 100 1,000 1.3

50198 57mm-2-1/4” 0.145” 100 1,000 1.4

50200 62mm-2-1/2” 0.145” 100 1,000 1.5

50202 72mm-2-7/8” 0.145” 100 1,000 1.6

(K) = knurled

8mm Head Drive Pins with Top HatThese 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 Diameter Standard Box Standard Carton Wt./100

50210 16mm (K)-5/8” 0.145” 100 5,000 0.6

50214 22mm-7/8” 0.145” 100 5,000 0.7

50216 27mm-1” 0.145” 100 5,000 0.8

(K) = knurled

8mm Head Diameter Drive Pins with Top Hat – Master PackCat.No. Shank Length Shank Diameter Standard Box Std. Carton Wt./100

51700 16mm (K)-5/8”TH 0.145” 1,000 5,000 0.6

51750 22mm 7/8” TH 0.145” 1,000 5,000 0.7

23


PRODUCT INFORMATION

D

Fasteners

8mm Head Spiral CSI PinsFASTENERS SIZE

8mm Head Spiral CSI PinsThe pins were designed to provide premium performance in concrete and steel base materials. The pins are manufactured with a 0.157” 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 Diameter Standard Box Standard Carton

50201 5/8”(K) 0.157” 100 100050203 3/4”(K) 0.157” 100 100050204 7/8”(K) 0.157” 100 100050205 1”(K) 0.157” 100 100050207 1-1/2”(K) 0.157” 100 100050217 1-5/8”(K) 0.157” 100 100050208 1-1/4”(K) 0.157” 100 100050209 2”(K) 0.157” 100 100050211 2-7/8”(K) 0.157” 100 1000

(K)- Knurled

8mm Head Spiral CSI Collated PinsCat. No. Shank Length Shank Diameter Standard Box Standard Carton

50450 5/8”(K) 0.157” 500 2,50050452 3/4”(K) 0.157” 500 2,50050454 7/8”(K) 0.157” 500 2,50050456 1”(K) 0.157” 500 2,50050458 1-1/4”(K) 0.157” 500 2,50050460 1-1/2”(K) 0.157” 500 2,50050461 1-5/8”(K) 0.157” 500 2,50050462 2”(K) 0.157” 500 2,50050464 2-7/8”(K) 0.157” 500 2,500

(K)- Knurled

24

PRODUCT INFORMATION


D

Fasteners

Ballistic PointTM Drive PinsPRODUCT DESCRIPTION

Premium drive pins with a 0.300” head have a specially designed point to allow more consistent penetration into harder base materials and will reduce failures in dense concrete and steel. Drive Pins are manufactured with 0.150” diameter shank and a 0.181” 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 Drive 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 Drive 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 PointTM

Drive Pins (Black)Cat.No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50052 1/2” 0.150” 100 1,000 0.5

50054 3/4” 0.150” 100 1,000 0.6

Ballistic PointTM

Step Shank Drive Pins (Black)Cat.No. Shank Length Shank Diameter Standard Box Standard Carton Wt./100

50056 1 1/4” 0.181/0.150” 100 5,000 0.6

50057 1 7/8” 0.181/0.150” 100 1,000 1.5

25


PRODUCT INFORMATION

D

Fasteners

Threaded Studs PRODUCT DESCRIPTION

Threaded studs are available in 1/4”- 20 and 3/8”-16 thread diameters with a variety of thread and shank lengths for use in concrete, some types of concrete block, and A36 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 3/8”-16 threaded studs have FM approval.The shank diameter for the threaded studs is 0.145” for the 1/4”- 20 diameter and 0.205” for the 3/8”-16 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 1/4”-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

1/4”-20 Threaded StudsCat.No. Thread Length Shank Length Shank Dia. Standard Box Std. Carton Wt./100

50322 3/4” 1/2” (K) 0.145” 100 1,000 1.1

50326 3/4” 3/4” 0.145” 100 1,000 1.2

50328 1/2” 1” 0.145” 100 1,000 1.2

50330 3/4” 1” 0.145” 100 1,000 1.4

50336 3/4” 1-1/4” 0.145” 100 1,000 1.5

(K) = knurled

3/8”-16 Threaded StudsCat.No. Thread Length Shank Length Shank Dia. Standard Box Std. Carton Wt./100

50340 1-1/4” 3/4” (K) 0.205” 100 1,000 3.6

50342 1-1/4” 1” 0.205” 100 1,000 3.8

50344 1-1/4” 1-1/4” 0.205” 100 1,000 3.8

(K) = knurled

26

PRODUCT INFORMATION


D

Assemblies & Accessories

Ceiling Clip Assemblies PRODUCT DESCRIPTION For acoustical applications and suspended ceiling systems or light fixtures. Several styles of angled clips are pre-mounted onto pins.

.300” Head Drive Pins with Ceiling ClipsCatalogNumber

ShankLength

ShankDiameter

WireHole

Standard Box

StandardCarton Wt./100

50364 1” 0.145” 0.278” 100 1,000 3.5

50368* 1-1/8” 0.145” 0.278” 100 1,000 3.0

50370 1-1/4” 0.145” 0.278” 100 1,000 3.7

50374* 1-1/4” 0.145” 0.278” 100 1,000 3.2

* Economy Clip

8mm Head Drive Pins with Ceiling ClipsCatalogNumber

ShankLength

ShankDiameter

WireHole

Standard Box


50272 27mm (1”) 0.145” 0.278” 100 1,000 3.5

50274 32mm (1-1/4”) 0.145” 0.278” 100 1,000 3.7

CatalogNumber

ShankLength

ShankDiameter Head Dia. Wire

HoleStandard

Box StandardCarton Wt./100

50206 32mm (1-1/4”) .177” 8mm 0.278” 100 1,000 4.8

8mm Head Spiral CSI Drive Pin with Ceiling ClipCat.No. Description Head Dia. Shank Dia. Wire Hole Std. Box Std. Ctn.

50212 7/8” CSI with Ceiling Clip 0.300” 0.157” 0.278” 100 1,000

50213 1” CSI with Ceiling Clip 0.300” 0.157” 0.278” 100 1,000

Ballistic Point Drive Pin with Ceiling Clip (45o)Cat.No. Description Head Dia. Shank Dia. Wire Hole Std. Box Std. Ctn.

50366 7/8” with Ceiling Clip 0.300” 0.181”/0.150” 0.278” 100 1,000

50058 1-1/4” with Ceiling Clip 0.300” 0.181”/0.150” 0.278” 100 1,000

Pre-Assembled Pin and Clip for LADD Tool (45o)CatalogNumber

ShankLength

ShankDiameter

HeadDiameter

WireHole

Standard Box


50438 Pre-assembled Pin & Clip (LADD) 0.155” 0.310” 0.278” 100 1,000 4.5

The assembly is designed for use in a LADD type tool.

BX and Conduit Clip Assemblies PRODUCT DESCRIPTION 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.

.300” Head Drive Pins with BX Cable StrapsCat.No. Shank Length Shank Dia. Standard Box Std. Carton Wt./100

50150 1” 0.145” 100 1,000 3.5

.300” Head Pins with Conduit ClipsCat.No. Shank Length Shank Dia. Standard Box Std. Carton Wt./100

50382 1/2” EMT 1” Pin 0.145” 100 1,000 3.3

50384 3/4” EMT 1 1/4” 0.145” 100 500 4.6

50385* 3/4” EMT 1” Pin 0.145” 100 500 5.3

50386 3/4” EMT 1-1/8” Pin 0.145” 100 500 4.7

50388* 1” EMT 1” Pin 0.145” 25 250 7.2

* With Top Hat

8mm Head Drive Pins with Conduit ClipsCat.No. Shank Length Shank Dia. Std. Box Std. Carton Wt./100

50276 27mm w/ 1/2” EMT 0.145” 100 1,000 3.2

50278 27mm w/ 3/4” EMT 0.145” 100 500 3.3

50280 27mm w/ 1” EMT 0.145” 25 250 6.2

Economy Clip

27


PRODUCT INFORMATION

D

Assemblies & Accessories

Rod Hanging PRODUCT DESCRIPTION

8mm Head Drive Pins with Rod Hanger ClipCatalogNumber Description Shank

DiameterStandard

BoxStandardCarton

50215 32mm (1-1/4”) CSI Pin with 1/4”-20 Rod Hanger 0.157” 100 1,000

50219 32mm (1-1/4”) Pin with 1/4”-20 Rod Hanger 0.145” 100 1,000

50221 32mm (1-1/4”) Pin with 3/8”-16 Rod Hanger 0.145” 100 1,000

.300 Head Drive Pins with Ceiling & Post NutCatalogNumber Description Shank

DiameterStandard

BoxStandardCarton

50376 1-1/8” (29mm) Head Pin with Domed Right Angle Ceiling Clip & Post Nut 0.145” 100 1,000

50378 1-1/4” (32mm) Head Pin with Domed Right Angle Ceiling Clip & Post Nut 0.145” 100 1,000

Ceiling Clip Assemblies PRODUCT DESCRIPTION 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 Drive Pins with Rebar Basket ClipCatalogNumber Shank Length Shank

DiameterStandard

BoxStandardCarton Wt./100

50702 32mm w/ basket clip 0.145” 100 100 4

50704 37mm w/ basket clip 0.145” 100 100 4.1

50712 52mm w/ basket clip 0.145” 100 100 4.4

50716 62mm w/ basket clip 0.145” 100 100 4.6

50718 72mm w/ basket clip 0.145” 100 100 4.8

28

PRODUCT INFORMATION


D

P1000

P1000 Powder-actuated Single Shot Tool

TOOL DESCRIPTION

The P1000 is a Hammer actuated, do-it-yourself (DIY) powder actuated tool. Engineered for high reliability, low maintenance and speed. This tool uses four levels of power: gray through yellow load (levels 1-4) and .300” Head Drive Pins, 8mm Head Fasteners with lengths of 1/2” through 3” and 1/4”-20 studs.

TECHNICAL DATA

Tool Body Precision Moulded Rubber and Precision Cast Aluminum

Tool Length 13”

Tool Weight 3 lbs

Pin Length 1/2” to 3” Total Length

Load Type .22 Caliber “A” Load

Power Level Gray (1), Brown (2), Green (3), Yellow (4)

GENERAL APPLICATION AND USES • Remodeling

• Maintenance Applications

• Electrical Fixtures

• Telecommunications

ORDERING INFORMATION

Catalog Number Description Standard Box

52013 P1000 Tool (Blister Pack) 1

P1000

PINS

Ballistic Point Drive Pin.300” Head Drive 8mm Head Drive Pin1/4”- 20 Threaded Stud

PIN SIZE RANGE (TYP.)

1/2” to 3”

SUITABLE BASE MATERIALS

Normal-Weight ConcreteConcrete MasonrySteel

© 2011 Powers Fasteners, Inc. All Rights Reserved. For current information visit www.powers.com

29


PRODUCT INFORMATION

D

P2201


TOOL DESCRIPTION

The P2201 is a low velocity, single shot, .22 caliber tool which can be used to install .300” head drive pins, 8mm head drive pins and 1/4”- 20 threaded studs, up to 3” in total length. The P2201 is designed for maintenance or residential contractors.

TECHNICAL DATA

Tool Body Engineered Plastic and Precision Cast Aluminum

Tool Length 12 1/2”

Tool Weight 4.3 lbs




GENERAL APPLICATION AND USES •ConduitCliptoConcrete • ElectricalFixturetoSteelandConcrete

•TracktoFloor •WoodtoConcrete

•ResidentialConstruction •WoodtoSteel



52006 P2201 Tool (Deluxe Kit):• Safety Glasses, Disposable Ear Plugs• Allen Wrenches, Wire Brushes, Tool Lubricant• Spall Guard• Pin Starter Kit: .300” Headed Pins: (50) 1/2”, (50) 3/4”, (30) 3” with 7/8” washer • Case

1

52007 P2201 (Blister Pack) 1

52522 Piston for the P2201 1

52510 Nose Piece for the P2201 1

52512 Piston Reset Pin for the P2201 1

P2201

PINS Ballistic Point Drive Pin.300” Head Drive Pin8mm Head Drive Pin1/4”- 20 Threaded Stud

PIN SIZE RANGE (TYP.) 1/2” to 3”

SUITABLE BASE MATERIALSNormal-weight ConcreteConcrete MasonrySteel


30

PRODUCT INFORMATION


D


TOOL DESCRIPTION

The P7201 is a low velocity, single shot .22 caliber tool which can be used to install .300” head drive pins, 8mm head drive pins and 1/4”-20 threaded studs up to 1 1/2” in total length. The P7201 is commonly used in the finishing trades.

TECHNICAL DATA

Tool Body Precision Cast Aluminum

Tool Length 13-1/2”

Tool Weight 4.3 lbs.

Pin Length 1/2” to 1-1/2” Total Length



GENERAL APPLICATION AND USES • Conduit Clip to Concrete • Electrical Fixture to Steel

•TracktoFloor •WoodtoConcrete

•ElectricalFixturetoConcrete •WoodtoSteel

P7201

PINS Ballistic Point Drive Pin.300” Head Drive Pin8mm Head Drive Pin1/4”-20 Threaded Stud

PIN SIZE RANGE (TYP.) 1/2” to 1-1/2” Total Length

SUITABLE BASE MATERIALSNormal-weight ConcreteStructural Lightweight ConcreteConcrete MasonrySteel



52004 P7201s Tool (Deluxe Kit):• Safety Glasses, Disposable Ear Plugs• Allen Wrenches, Wire Brushes, Tool Lubricant• Spall Guard• Pin Starter Kit: .300 Headed Pins: (50) 1/2”, (50) 3/4”, (100) 1-1/4” • Case

1

52005 P7201 Tool (Blister pack) 1

52300 Piston with Ring for the P7201 1

52306 Nose Piece for the P7201 1

52308 Piston Reset Pin for the P7201 1

Pole Tools for Overhead AttachmentsCatalog Number Description Standard Box

50060 6’ Di-electric Pole Tool 1

P7201

31


PRODUCT INFORMATION

D

P3500


P3500 Powder-actuated Semi-automatic Tool

TOOL DESCRIPTION

The P3500 is a low velocity, semi-automatic .27 caliber tool which can be used to install .300” head drive pins, 8mm head drive pins and 1/4”-20 threaded studs, up to 3” in total length. The P3500 is designed for high speed, durability and repetitive volume applications.

TECHNICAL DATA



Tool Weight 5 lbs.


Load Type .27 Caliber 10 Load Strip and .27 Caliber Safety Strip

Power Level Brown (2), Green (3), Yellow (4), Red (5)

GENERAL APPLICATION AND USES •ConduitCliptoConcrete • ElectricalFixturetoSteel•WoodtoConcrete •ConcreteForming•WoodtoSteel •CommercialandResidentialConstruction•ElectricalFixturetoConcrete

P3500PINS

Ballistic Point Drive Pin.300” Head Drive Pin8mm Head Drive Pin1/4”-20 Threaded Stud


1/2” to 3” Total Length


Normal-weight ConcreteStructural Lightweight ConcreteConcrete MasonrySteel



52000 P3500 Tool (Deluxe Kit):• Safety Glasses, Disposable Ear Plugs• Allen Wrenches, Wire Brushes, Tool Lubricant• Spall Guard, Spare Parts• Pin Starter Kit: .300 Headed Pins: (50) 1/2”, (50) 3/4”, (30) 3” with 7/8” washer • Case

1

52001 P3500 Tool (Blister pack) 1

52106 Piston Ring for the P3500 1

52108 Guide 2/F-3 for the P3500 1

52110 Base Plate 2/S-13 for the P3500/PA3500 1

52120 Shear Clip for the P35s/P3500/PA3500 1

52112 Piston Stop for the P3500/PA3500 1

52122 Steel Annular Ball for the P35s/P3500/PA3500 1

Piston for Installing 8mm Head Drive PinsCatalog Number Description Standard Box

52100 Piston 2/DN-1 (for 8mm Head Drive Pins) for the P3500 1

Limited Access BaseplatesCatalog Number Description Standard Box

52114 Guide 2/F-4 Limited Access for the P3500 1

52116 Baseplate 2/F-14-1 Limited Access for the P3500 1





32

PRODUCT INFORMATION


D

PA3500

PA3500 Powder-actuated Semi-automatic Tool

TOOL DESCRIPTION

The PA3500 is a modified version of the P3500 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 DATA



Tool Weight 5 lbs.




GENERAL APPLICATION AND USES •ConduitCliptoConcrete •ElectricalFixturetoSteel

•WoodtoConcrete •ConcreteForming

•WoodtoSteel •CommercialandResidentialConstruction

•ElectricalFixturetoConcrete

PA3500PINS

Ballistic Point Drive Pin.300” Head Drive Pin8mm Head Drive Pin1/4”-20 Threaded Stud


1/2” to 3” Total Length (Power adjuster must be set to 6 for 3” pin to fit in tool)


Normal-weight ConcreteStructural Lightweight ConcreteConcrete MasonrySteel



52019 P3500 Tool (Deluxe Kit):• Safety Glasses, Disposable Ear Plugs• Allen Wrenches, Wire Brushes, Tool Lubricant• Spall Guard, Spare Parts• Pin Starter Kit: .300 Headed Pins: (50) 1/2”, (50) 3/4”, (30) 3” with 7/8” washer • Case

1

52025 PA3500 Tool (Blister pack) 1

52103 PA Piston Flat End with Ring for the PA3500 1

52108 Guide 2/F-3 for the P3500/PA3500 1

52110 Base Plate 2/S-13 for the P3500/PA3500 1

52112 Piston Stop for the P3500/PA3500 1

52120 Shear Clip for the P35s/P3500/PA3500 1

52122 Steel Annular Ball for the P35s/P3500/PA3500 1

Limited Access BaseplatesCatalog Number Description Standard Box

52114 Guide 2/F-4 Limited Access for the P3500 1

52116 Baseplate 2/F-14-1 Limited Access for the P3500 1





33


PRODUCT INFORMATION

D

PA351

PA351 Fully Automatic Powder-actuated Tool

TOOL DESCRIPTION

The PA351 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 DATA

Tool Body Composite

Tool Length 17”

Tool Weight 8 lbs.




GENERAL APPLICATION AND USES • Electrical Fixtures • Metal Track, Door Frames

•ConduitClipAssemblies •ConcreteForming

•DuctStraps •CommercialandResidentialConstruction

•SillPlates/WoodtoConcrete •WoodtoSteel

PA351

PINS

8mm Head Drive Pin


1/2” to 3” Total Length


Normal-weight ConcreteStructural Lightweight ConcreteGrouted Concrete MasonrySteel



50275 PA351 Tool (Deluxe Kit):• Safety Glasses, Disposable Ear Plugs• Allen Wrenches, Wire Brushes, Tool Lubricant• Spall Guard, Spare Parts• Case

1

52133 PA351 Piston with Ring 1

52135 Guide 2/F-3 for the PA351 1

52137 Base Plate 2/S-13 for the PA351 1


34

PRODUCT INFORMATION


D



52051 Sniper Tool 1

52053 6 ft.Pole 1

52061 8 ft. Pole 1

Powder Actuated Tools

Sniper

Semi-Automatic Pole Tool TOOL DESCRIPTION

The Sniper Pole Tool is ideal for installing overhead ceiling clips with a 1-1/2” 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 DATA

Tool Body Composite

Tool Length 17”

Tool Weight 8 lbs.

Pin Length 1-1/2” Total Length

Load Type .27 Caliber in a ten strip load


GENERAL APPLICATION AND USES • Ceiling Clip Assemblies

•MetalTrack

•DoorFrames

•FormingApplications

•ElectricalFixturestoSteel

•ElectricalFixturestoConcrete

Sniper

PINS

.300” Head Drive Pin 8mm Head Drive Pin


1/2” to 1-1/2” Total Length


Normal-weight ConcreteStructural Lightweight ConcreteSteel


35


PRODUCT INFORMATION

D

Powder Actuated Loads

Powder Loads

TOOL DESCRIPTION

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 10 into plastic strips or metal discs for semi-automatic tools.

SELECTION GUIDE

.22 Caliber “A” Single LoadsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50500 Gray, .22A 100 5,000 20,000 0.2

50502 Brown, .22A 100 5,000 20,000 0.2

50504 Green, .22A 100 5,000 20,000 0.2

50506 Yellow, .22A 100 5,000 20,000 0.2

.22 Caliber for LADDCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50514* Green – LADD 100 5,000 20,000 0.2

* Discontinued item once stock is exhusted

.25 Caliber Disk LoadsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50530 Gray, .25 Disk 100 1,000 10,000 0.4

50532 Brown, .25 Disk 100 1,000 10,000 0.4

50534 Green, .25 Disk 100 1,000 10,000 0.4

50536 Yellow, .25 Disk 100 1,000 10,000 0.4

50538 Gray, .25 Disk 100 1,000 10,000 0.4

.25 Caliber Single LoadsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50560* Green, .25 single 100 5,000 20,000 0.2

50562* Yellow, .25 single 100 5,000 20,000 0.2

50564* Red, .25 single 100 5,000 20,000 0.2

50566* Purple, .25 single 100 5,000 20,000 0.2


.27 Caliber Single LoadsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50582* Brown, .27 single 100 5,000 20,000 0.3

50584* Green, .27 single 100 5,000 20,000 0.3

50590* Purple, .27 single 100 5,000 20,000 0.3


SUGGESTED TOOLSPowers: P1000, P2201, P7201Ramset®: 721, M70, RS22Hilti®: DXE37, DXE72

SUGGESTED TOOLSRamset®: L1600

SUGGESTED TOOLSPowers: P60 Ramset®: D45, D45A, D60, D60L

Ramset®: D45, D45A Only

SUGGESTED TOOLSHilti®: DX100, DX200

SUGGESTED TOOLSPowers: P3801Hilti®: DX400

36

PRODUCT INFORMATION


D

Powder Actuated Loads

SELECTION GUIDE

.27 Caliber Long LoadsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50612 Red, .27 Long 100 2,500 10,000 0.35

50614 Purple, .27 Long 100 2,500 10,000 0.35

.25 Caliber 10 Load StripsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50570 Green, .25 Strip 100 1,000 20,000 0.3

50574 Yellow, .25 Strip 100 1,000 20,000 0.3

50578 Red, .25 Strip 100 1,000 20,000 0.3

.25 Caliber 10 Load Strips – Master PackCat.No. Description Standard Box Standard Carton Wt./100

50572 Green, .25 Strip 1,000 20,000 2.7

50576 Yellow, .25 Strip 1,000 20,000 2.7

50580 Red, .25 Strip 1,000 20,000 2.7

.27 Caliber 10 Load StripsCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50606 Purple, .27 Strip 100 1,000 20,000 0.4

Safety Strip®

.27 Caliber 10 Load Safety StripCat.No. Description Standard Box Std. Carton Master Carton Wt./100

50620 Brown, .27 safety strip 100 1,000 10,000 0.3

50622 Green, .27 safety strip 100 1,000 10,000 0.3

50626 Yellow, .27 safety strip 100 1,000 10,000 0.3

50630 Red, .27 safety strip 100 1,000 10,000 0.3

.27 Caliber 10 Load Safety Strip – Master PackCat.No. Description Std. Carton Master Carton Wt./100

50624 Green, .27 safety strip 10,000 20,000 0.3

50628 Yellow, .27 safety strip 10,000 20,000 0.3

50632 Red, .27 safety strip 10,000 20,000 0.3

SUGGESTED TOOLSPowers: P3801Ramset®: MD380 Hilti®: DX600N

SUGGESTED TOOLSPowers: P35sHilti®: DX35

SUGGESTED TOOLSPowers: P3600Hilti®: DX451

SUGGESTED TOOLSPowers: P3500, PA3500, PA351, P3600, SniperRamset®: SA270, Viper, CobraHilti®: DX350, DX351, DX36M and DX451, DX460

© 2011 Powers Fasteners, Inc. All Rights Reserved. Safety Strip is a registered trademark of Powers Fasteners, Inc. For current information visit www.powers.com

37

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 © 2014 Page 1 of 9 1000

ICC-ES Evaluation Report ESR-2024* Reissued December 2013 This report is subject to renewal September 1, 2015.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®

DIVISION: 03 00 00—CONCRETE Section: 03 15 00—Concrete Accessories Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 06 00 00—WOOD, PLASTICS AND

COMPOSITES Section: 06 05 23—Wood, Plastic and Composite

Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.23—Fasteners REPORT HOLDER: POWERS FASTENERS, INC. 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800) 524-3244 www.powers.com [email protected] ADDITIONAL LISTEES:

DEWALT (STANLEY BLACK & DECKER) 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800) 433-9258 www.dewalt.com MAX CO., LTD. 6-6 NIHONBASHI-HAKAZAKI-CHO CHUO-KU, TOKYO JAPAN + (03) 3669-8131 EVALUATION SUBJECT: POWERS POWER-DRIVEN FASTENERS, CEILING CLIP ASSEMBLIES AND SILL PLATE ANCHORAGES 1.0 EVALUATION SCOPE

Compliance with the following codes:

2012, 2009, 2006 and 2003 International Building Code® (IBC)

2012, 2009, 2006 and 2003 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 1908 (2009 and 2006 IBC Section 1911; 2003 IBC Section 1912) for placement in concrete; and the welds and bolts described in IBC Sections 2204.1 and 2204.2, 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 R301.1.3.

3.0 DESCRIPTION

3.1 Power-driven Fasteners:

Unless otherwise noted, Powers power-driven fasteners are manufactured from carbon steel complying with ASTM A510, Grade 1060, and austempered to a Rockwell C core hardness of 53 to 55; and are zinc-plated in accordance with ASTM B695, Class 5, Type 1. Product names for the report holder and additional listees are presented in Table A of this report. See Figure 3 for images of the fasteners.

3.1.1 0.300-inch Head Drive Pins: These fasteners have a head diameter of 0.300-inch (7.62 mm), either a smooth or knurled shank with a diameter of 0.145 inch (3.7 mm), and are available in lengths ranging from 1/2 inch to 3 inches (13 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 zinc-plated in accordance with ASTM B695, Class 55.

3.1.2 8 mm Head Drive Pins: These fasteners have a head diameter of 8 mm (0.315 inch), a smooth or knurled shank with a diameter of 0.145 inch (3.7 mm), and are available in lengths ranging from 5/8 inch to 27/8 inches (16 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.

3.1.3 8 mm Head Spiral CSI Pin: These fasteners are manufactured from carbon steel conforming to ASTM A510, Grade 1060, and austempered to a Rockwell C nominal core hardness of 51 to 55. The fasteners have a head diameter of 8 mm (0.32 inch), a spiral shank with a diameter of 0.157 inch (4.0 mm) and are available in

*Revised July 2014

38

ESR-2024 | Most Widely Accepted and Trusted Page 2 of 12

lengths ranging from 5/8 inch to 27/8 inches (15.9 to 73 mm). The single fasteners have premounted plastic guide washers. These fasteners are also available in collated strips.

3.1.4 8 mm Head Step Shank Spiral CSI Pin: This fastener is manufactured from carbon steel conforming to ASTM A510, Grade 1060, and austempered to a Rockwell C nominal core hardness of 54 to 57. The fasteners have a head diameter of 8 mm (0.32 inch); a stepped, spiral shank with diameters of 0.145 and 0.125 inch (3.7 and 3.2 mm); and a length of 1/2 inch (12.7 mm). The single fasteners have premounted plastic guide washers. These fasteners are also available in collated strips.

3.1.5 10 mm Head Drive Pin: These fasteners have a head diameter of 10 mm (0.39 inch), a smooth shank with a diameter of 0.177 inch (4.5 mm) and are available in lengths ranging from 3/4 inch to 31/4 inches (19 to 82 mm).

3.1.6 Ballistic Point Drive Pins: These fasteners have a head diameter of 0.300 inch (7.62 mm), a smooth shank with a diameter of 0.150 inch (3.8 mm) and are available in lengths ranging from 1/2 inch to 11/4 inches (13 to 32 mm). Single fasteners have a premounted plastic guide washer. The fasteners are coated with a black polymer.

3.1.7 3/8-inch Head Drive Pin: These fasteners have a head diameter of 3/8-inch (9.52 mm), a smooth shank diameter of 0.172 inch (4.37 mm) and are available in a length of 3 inches (76 mm). Single fasteners have a premounted plastic guide washer.

3.1.8 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 1/4-inch-20 or 3/8-inch-16 thread diameters with a variety of thread and shank lengths. The 1/4-inch- 20 threaded studs have a smooth shank diameter of 0.145 inch (3.7 mm), while the 3/8-inch-16 threaded studs have a smooth shank diameter of 0.205 inch (5.2 mm). The single fasteners have a premounted plastic guide washer.

3.2 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 J403 Grade 1010-1020 and are zinc-plated in accordance with ASTM B695, Class 5, Type 1. See Figure 5 for images of the ceiling clip assemblies.

3.2.1 0.300-inch Head Drive Pin Ceiling Clip Assemblies: Both standard and economy ceiling clip assemblies are available and are comprised of the smooth shank head drive pins, described in Section 3.1.1 and a standard or economy clip, respectively. The standard clips have a 90 degree angle and are manufactured from 0.080-inch-thick (2.0 mm) steel. The economy clips have a 30-degree angle and are manufactured from 0.075-inch-thick (1.9 mm) steel.

3.2.2 8 mm Head Drive Pin Ceiling Clip Assembly: The assembly is comprised of the smooth shank head drive pins described in Section 3.1.2 and the standard ceiling clip described in Section 3.2.1.

3.2.3 8 mm Head Spiral CSI Pin Ceiling Clip Assembly: The assembly is comprised of the spiral shank pin described in Section 3.1.3 and a 90-degree angle clip manufactured from 0.079-inch-thick (2.0 mm) steel.

3.2.4 LADD Ceiling Clip Assembly: The LADD ceiling clip assembly is intended for use with LADD-type tools. The fastener is manufactured from steel complying with ASTM A510, Grade 1060, and austempered to a Rockwell C 53 to 55 core hardness. The fastener has a head diameter of 0.310 inch (7.87 mm) and a shank diameter of 0.152 inch (3.93 mm). The fastener is zinc-plated in accordance with ASTM B695. The clips have a 45-degree angle and are manufactured from 0.086-inch-thick (2.3 mm) steel.

3.2.5 Post-Nut Ceiling Clip Assembly: The post nut ceiling clip assembly is a 0.300-inch Head standard ceiling clip assembly, described in Section 3.2.1, with a factory- assembled post-nut (threaded eye coupling nut) attachment that accepts 1/4-20 threaded rod or bolts. The post nut is zinc-plated in accordance with ASTM B695 Class 5, Type 1.

3.2.6 Ballistic Point Drive Pin Ceiling Clip Assembly: The ceiling clip assembly is comprised of a Ballistic Point Drive Pin described in Section 3.1.6 and a steel clip. The clips have a 90-degree angle and are manufactured from 0.080-inch-thick (2.0 mm) steel.

3.3 Washered Pin Assemblies:

The washered pin assemblies are comprised of a head drive pin described in Section 3.1.1, 3.1.2 or 3.1.3 and a premounted washer manufactured from low-carbon steel conforming to SAE J403 Grade 1010-1020. A number of different washers are available. The washered pin assemblies are zinc-plated in accordance with ASTM B695, Class 5, Type 1, 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.

3.4 Substrate Material:

3.4.1 Concrete: Normal-weight concrete and sand-lightweight concrete must conform to IBC Chapter 19 or IRC Section R402.2, as applicable. The minimum concrete compressive strength at the time of fastener installation is noted in Tables 1A, 1B, 2A and 2B.

3.4.2 Steel: Structural steel must comply with the minimum requirements of ASTM A36, ASTM A572 Grade 50, or ASTM A992, and have a minimum thickness as shown in Tables 3A, 3B and 3C. Steel deck properties and configurations must be as described in the footnotes of Tables 2A and 2B and in Figures 1 or 2, as applicable.

3.4.3 Sill Plates: Wood members must be nominally 2-inch-thick, naturally durable wood complying with the definition in 2012 IBC Section 202 (2009, 2006 and 2003 IBC Section 2302) or IRC Section R202, as applicable, or wood that has been preservative-treated in accordance with IBC Section 2303.1.8 or 2012 and 2009 IRC Section R317.1 (2006 IRC Section R319.1), as applicable.

4.0 DESIGN AND INSTALLATION

4.1 Design:

4.1.1 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 1 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

39


be determined in accordance with accepted design criteria and the applicable requirements of the IBC.

The stress increases and load reductions described in Section 1605.3.2 of the IBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone.

Allowable loads for fasteners subjected to combined shear and tension forces are determined by the following formula:

(p/Pa) + (v/Va) 1

where:

p = Actual tension load, lbf (N).

Pa = Allowable tension load, lbf (N).

v = Actual shear load, lbf (N).

Va = Allowable shear load, lbf (N).

4.1.2 Wood to Concrete and Steel: Reference lateral design values for nails with diameters less than or equal to the diameter of the fasteners, and with penetration into the main member of 10D, determined in accordance with Part 11 and/or Table 11N of ANSI/AF&PA NDS, are applicable to the Powers fasteners. The wood element is the side member. The fastener bending yield strength is allowed to be taken as the value noted in the footnotes to Table 11N of the ANSI/AF&PA NDS, based on a nail diameter equal to the shank diameter of the fastener.

4.1.3 Sill Plate to Foundation Connections:

4.1.3.1 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:

1. No cold joint exists between the slab and foundation, below the sill plate.

2. The sill plate is not installed on slabs supported by masonry foundation walls.

4.1.3.2 Design: The fasteners may be used to attach wood sill plates to concrete for structural walls in Seismic Design Categories A and B. Table 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 NDS, with a fastener bending yield strength, Fyb = 90,000 psi (621 MPa) and a concrete dowel bearing strength, Fe = 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 3.10 of the NDS, 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/m2)] in Seismic Design Categories A through F, when installed as described in Table 7B.

4.1.4 Seismic Considerations:

4.1.4.1 Use with Structural Components: Resistance to seismic loads is outside the scope of this report. Therefore, except as noted in Section 4.1.3.2, the suitability of the fasteners and assemblies for use with structural components that are subjected to seismic loads is outside the scope of this report.

4.1.4.2 Use with Nonstructural Components: Seismic load resistance is outside the scope of this report, except when use is with architectural, mechanical and electrical components described in Section 13.1.4 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 1A, 1B, 2A, 2B, 3A, 3B, 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 (1112 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 Design Categories. In Seismic Design Categories D, E, and F, the allowable shear load due to transverse pressure must be no more than 90 pounds (400 N) when attaching to concrete; or 250 pounds (1,112N) 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 1A 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 CONDITIONS OF USE

The Powers power-driven fasteners, ceiling clip assemblies, and sill plate anchorages described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions:

5.1 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.

5.3 Allowable tension, shear and 45-degree load values must comply with Section 4.1.1 of this report.

40


5.4 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 ft > fr, due to service loads or deformations.

5.6 Except for the mechanically galvanized 0.300-inch Head Drive pins described in Section 3.1.1 and the mechanically galvanized washered pin assemblies described in Section 3.3, use of fasteners in contact with preservative-treated or fire-retardant-treated wood is not permitted.

5.7 See Section 4.1.4 for seismic considerations.

6.0 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Fasteners Power-driven into Concrete, Steel, and Masonry Elements (AC70), dated February 2013.

7.0 IDENTIFICATION

The Powers power-driven fasteners are identified by a “P” stamped onto the head of the drive pin. Packages bear one of the company names set forth in Table A, the fastener catalog number, length and diameter, and evaluation report number (ESR-2024).

TABLE A—PRODUCT NAMES BY COMPANY

COMPANY NAME PRODUCT NAME

Powers Fasteners, Inc. Power-driven Fasteners (all fasteners described in this report)

DEWALT (Stanley Black & Decker) Power-driven Fasteners (all fasteners described in this report)

Max Co., Ltd. Powerlite 0.300-inch Head Drive Pins (Section 3.1.1 of this report) Powerlite 8mm Conversion Head Drive Pins (Section 3.1.2 of this report) Powerlite 10 mm Head Drive Pins (Section 3.1.5 of this report)

TABLE B—ALLOWABLE LOAD DESIGN TABLE INDEX

FASTENERS

FASTENER DESCRIPTION

SHANK TYPE

SHANK DIAMETER

(inch) APPLICABLE BASE MATERIAL

ALLOWABLE LOAD TABLE

0.300-inch head drive pin Smooth

0.145

Normal Weight Concrete 1A, 7A Lt. Wt. Concrete and Concrete-filled Steel Deck 3A

Steel 5A Knurled Steel 5A

8 mm head drive pin Smooth

0.145 Normal Weight Concrete 1A, 7A

Knurled Steel 5A

8 mm Head Spiral CSI Pin Spiral 0.157 Normal Weight Concrete 1B

Lt. Wt. Concrete and Concrete-filled Steel Deck 3B Steel 5A, 5B

8 mm Head Step Shank Spiral CSI Pin

Step, Spiral

0.145 / 0.125 Steel 5A, 5B

Ballistic Point Drive Pin Smooth 0.150 Steel 5A

10 mm Head Drive Pin Smooth 0.177 Normal Weight Concrete 1B

Lt. Wt. Concrete and Concrete-filled Steel Deck 3B Steel 5A, 5B

3/8-inch head drive pin Smooth 0.172 Normal Weight Concrete 1A

Lt. Wt. Concrete and Concrete-filled Steel Deck 3A 3/8-inch-16 threaded stud Smooth 0.205

Normal Weight Concrete 1A Lt. Wt. Concrete and Concrete-filled Steel Deck 3A

1/4-inch-20 threaded stud Smooth 0.145 Normal Weight Concrete 1A

Lt. Wt. Concrete and Concrete-filled Steel Deck 3A

CEILING CLIP ASSEMBLIES

ASSEMBLY DESCRIPTION APPLICABLE BASE MATERIAL ALLOWABLE LOAD TABLE

0.300-inch Head Standard Ceiling Clip Assemblies Normal Weight Concrete 2A

Lt. Wt. Concrete and Concrete-filled Steel Deck 4A Steel 6A, 6B

8 mm Head Standard Ceiling Clip Assemblies Normal Weight Concrete 2A


8 mm Head Spiral CSI Pin Ceiling Clip Assembly Normal Weight Concrete 2B

Lt. Wt. Concrete and Concrete-filled Steel Deck 4B Steel 6C

0.300-inch Head Economy Ceiling Clip Assemblies Normal Weight Concrete 2A


LADD Ceiling Clip Assembly Normal Weight Concrete 2A

Lt. Wt. Concrete and Concrete-filled Steel Deck 4A Ballistic Point Drive Pin Ceiling Clip Assembly Steel 6A, 6B

Post Nut Ceiling Clip Assembly Normal Weight Concrete 2A

Lt. Wt. Concrete and Concrete-filled Steel Deck 4A Steel 6A, 6B

41


TABLE 1A—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN NORMAL-WEIGHT CONCRETE (lbf)1,2


SHANK DIAMETER

(inches)

EMBEDMENT DEPTH (inches)

MINIMUM SPACING (inches)

MINIMUM EDGE

DISTANCE (inches)

f′c = 2,000 psi f′c = 3,000 psi f′c = 4,000 psi f′c = 5,000 psi

Tension Shear Tension Shear Tension Shear Tension Shear

0.300-inch head drive pin 8 mm head drive pin

0.145

5/8

3 3

25 45 60 95 45 95 25 95 3/4 60 95 95 125 95 125 100 125

1 100 140 130 155 155 155 180 200

11/4 110 155 155 165 195 165 235 200

11/2 115 175 180 175 235 175 290 200

3/8-inch head drive pin 0.172 11/4 135 225 145 240 200 260 200 260

11/2 185 280 230 305 230 305 230 305

3/8-inch-16 threaded stud3 0.205 1 80 135 80 135 160 110 160 110

11/4 170 220 165 220 200 320 200 320

1/4-inch-20 threaded stud4 0.145

5/8 25 45 60 95 45 95 25 95 3/4

60 95 95 125 95 125 100 125

1 100 140 130 155 155 155 180 200

TABLE 1B—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN NORMAL-WEIGHT CONCRETE (lbf)1,2,3

FASTENER DESCRIPTION SHANK

DIAMETER (inch)

MINIMUM EMBEDMENT

(inches)


MINIMUM EDGE

DISTANCE (inches)

MINIMUM CONCRETE COMPRESSIVE STRENGTH, f′c

2,500 psi 3,000 psi

Tension Shear Tension Shear

8 mm Head Spiral CSI Pin 0.157

3/4

4 31/2

120 170 130 190

1 195 245 225 280

11/4 310 385 340 420

10 mm Head Drive Pin 0.177 3/4

51/2 31/2 70 95 – –

11/4 215 210 – –

For SI: 1 lbf = 4.48 N, 1 inch = 25.4 mm, 1 psi = 6.895 kPa. 1Fasteners must not be driven until the concrete has reached the designated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener. 3Embedment depth of 1 inch requires a minimum shank length of 1 inch. Embedment depth of 11/4 inches requires a minimum shank length of 11/4 inches. 4Embedment depth of 5/8 inch requires a minimum shank length of 3/4 inch. Embedment depth of 3/4 inch requires a minimum shank length of 1 inch. Embedment depth of 1 inch requires a minimum shank length of 11/4 inch.

42


TABLE 2A—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED IN NORMAL-WEIGHT CONCRETE (lbf)1,2

ASSEMBLY DESCRIPTION

SHANK DIAMETER

(inch)


MINIMUM REQUIRED NOMINAL

FASTENER LENGTH (inches)


MINIMUM EDGE

DISTANCE (inches)

f′c = 2,000 psi f′c = 3,000 psi f′c = 4,000 psi

Tension Shear Tension 45° Shear Tension Shear

0.300-inch Head Standard Ceiling Clip Assemblies

0.145

3/4 7/8

3 3

40 65 65 - 105 70 145 7/8 1 40 65 75 145 220 70 145

1 11/8 40 110 75 145 220 100 160

11/8 11/4 40 110 95 190 295 100 160

8 mm Head Standard Ceiling Clip Assemblies

0.145

3/4 7/8 40 65 65 - 105 70 145

7/8 1 40 65 75 125 220 70 145

1 11/8 40 110 75 125 220 100 160

0.300-inch Head Economy Ceiling Clip Assemblies

0.145 3/4

7/8 40 75 40 - 75 70 145

1 11/8 40 120 40 - 150 100 150

LADD Ceiling Clip Assembly 0.152 11/8 11/4 50 50 50 - 130 135 160

Post Nut Ceiling Clip Assembly

0.145 1 11/8 40 - 75 - - 100 -

11/8 11/4 40 - 95 - - 100 -

TABLE 2B—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED IN NORMAL-WEIGHT CONCRETE (lbf)1,2


SHANK DIAMETER

(inch)

MINIMUM EMBEDMENT

(inch)

MINIMUM REQUIRED NOMINAL FASTENER

LENGTH (inches)


MINIMUM EDGE DISTANCE

(inches)

f′c = 3,000 psi

Tension 45° Shear

8 mm Head Spiral CSI Pin Ceiling Clip Assembly

0.157

3/4 3/4

4 31/2 100 130 175

1 1 170 215 230

For SI: 1 lbf = 4.48 N, 1 inch = 25.4 mm, 1 psi = 6.895 kPa. 1Fasteners must not be driven until the concrete has reached the minimum tabulated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener.

43


TABLE 3A—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN LIGHTWEIGHT CONCRETE AND SAND-LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANELS (lbf)1


SHANK DIAMETER

(inches)



f′c = 3,000 psi f′c = 3,500 psi

Directly Into Concrete2

Through 3-inch Deep Steel Deck Panel3

Directly Into Concrete2


Tension Shear Tension

Shear Tension Shear Tension

Shear Upper Flute

Lower Flute

Upper Flute

Lower Flute

0.300-inch head drive pin

0.145

3/4

3

70 70 - - - 75 75 - - -

1 200 215 175 120 290 220 235 190 130 315

11/4 250 305 280 190 340 270 330 305 205 365

11/2 340 375 280 235 380 365 405 305 255 410 1/4-inch-20

threaded stud 0.145

3/4 3

70 35 35 35 160 75 40 40 40 175

1 70 125 65 65 170 75 135 70 70 185 3/8-inch head

drive pin 0.172

11/4 4

65 195 35 35 225 70 210 40 40 245

11/2 155 205 105 105 240 165 220 115 115 260 3/8-inch-16

threaded stud 0.205

1 6

70 130 45 45 165 75 140 50 50 180

11/4 170 265 85 85 225 185 285 90 90 245

Minimum Edge Distance (inches): 3 N/A 11/8 11/8 3 N/A 11/8 11/8

TABLE 3B—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN LIGHTWEIGHT CONCRETE AND SAND-LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANELS (lbf)1


SHANK DIAMETER

(inch)

MINIMUM EMBEDMENT

(inches)


f′c = 3,000 psi

Directly Into Concrete2 Through 3-inch Deep Steel Deck Panel4 Through 11/2-inch Deep Steel Deck Panel5

Upper Flute Lower Flute Upper or Lower Flute

Tension Shear Tension Shear Tension Shear Tension Shear

8 mm Head Spiral CSI Pin

0.157

1

4

155 180 120 305 120 305 200 410

11/4 - - 260 545 140 370 210 415

11/2 - - 260 545 225 450 - -

10 mm Head Drive Pin

0.177 11/4

51/2 195 205 285 425 145 2706 - -

15/8 410 395 315 485 170 2806 - -

Minimum Edge Distance (inches): 31/2 N/A 11/8 7/8

For SI: 1 lbf = 4.48 N, 1 inch = 25.4 mm, 1 psi = 6.895 kPa.

N/A = Not applicable 1Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener with a minimum concrete thickness of 31/4 inches. 3The steel deck panel must have a minimum base-metal thickness of 0.0359 inch, a minimum yield strength, Fy, of 33 ksi, and must conform to the profile requirements shown in Figure 1. Concrete thickness above the deck must be a minimum of 31/4 inches. 4The steel deck panel must have a minimum base-metal thickness of 0.034 inch, a minimum yield strength, Fy, of 40 ksi, and must conform to the profile requirements shown in Figure 1. Concrete thickness above the deck must be a minimum of 31/4 inches. 5The steel deck panel must have a minimum base-metal thickness of 0.034 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 21/4 inches. For fastener installation in upper flute, concrete thickness above the deck must be a minimum of 31/4 inches. 6The tabulated allowable shear load values for these fasteners may be increased to 315 pounds when loading in shear is parallel to the edge of the flute.

44


TABLE 4A—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED IN LIGHTWEIGHT CONCRETE AND SAND-LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANELS (lbf)1


SHANK DIAMETER

(inches)





f′c = 3,000 psi f′c = 3,500 psi

Directly Into Concrete2 Through 3-inch Deep Steel

Deck Panel3 Directly Into Concrete2


Tension 45 ShearTension

45 Shear Tension 45 ShearTension

45 Shear Upper Flute

Lower Flute

Upper Flute

Lower Flute


0.145

3/4 7/8

3

50 40 25 35 35 40 120 55 45 30 40 40 45 130 7/8

1 50 40 25 55 55 120 340 55 45 30 55 55 120 340

1 11/8 60 40 80 55 55 120 325 65 45 85 55 55 120 325

11/8 11/4 60 40 80 135 120 145 325 65 45 85 145 130 145 325

8 mm Head Standard Ceiling Clip Assemblies

0.145

3/4 7/8

3

50 40 25 35 35 40 120 55 45 30 40 40 45 130 7/8

1 50 40 25 55 55 100 285 55 45 30 55 55 100 285

1 11/8 60 40 80 55 55 100 285 65 45 85 55 55 100 285

0.300-inch Head Economy Ceiling Clip Assemblies

0.145

3/4 7/8

3 35 45 30 30 30 40 135 40 50 35 35 35 45 145

1 11/8 55 90 115 55 55 45 135 60 95 125 60 60 50 145

LADD Ceiling Clip Assembly

0.152 11/8 11/4 3 95 105 145 55 55 80 125 100 115 155 60 60 85 135


0.145 1 11/8

3 60 - - 55 55 - - 65 - - 55 55 - -

11/8 11/4 60 - - 135 120 - - 65 - - 145 130 - -

Minimum Edge Distance (inches): 3 N/A 11/8 11/8 11/8 3 N/A 11/8 11/8 11/8

TABLE 4B—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED IN SAND-LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANELS (lbf)1


SHANK DIAMETER

(inch)

MINIMUM EMBEDMENT

(inches)




f′c = 3,000 psi


Tension 45° Shear


0.157 1 1 4 75 105 295

Minimum Edge Distance (inches): 11/8

For SI: 1 lbf = 4.48 N, 1 inch = 25.4 mm, 1 psi = 6.895 kPa. 1Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. 2Concrete thickness must be a minimum of three times the embedment depth of the fastener with a minimum concrete thickness of 31/4 inches. 3The steel deck panel must have a minimum base-metal thickness of 0.0359 inch, minimum yield strength, Fy, of 33 ksi, and must conform to the profile requirements shown in Figure 1. Concrete thickness above the deck must be a minimum of 31/4 inches. 4The steel deck must have a minimum base-metal thickness of 0.034 inch, minimum yield strength, Fy, of 40 ksi, and must conform to profile requirements shown in Figure 1, except the concrete thickness above the deck must be a minimum of 3 inches.

45


TABLE 5A—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN ASTM A36 STEEL (lbf)1,2


SHANK DIAMETER

(inches)

SHANK TYPE

STEEL THICKNESS (inch) 1/8

3/16 1/4

3/8 ½

Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear


0.145 Smooth — — 355 565 410 560 465 390 390 520


0.145 Knurled 170 265 — — — — — — — —

8 mm head drive pin

0.145 Knurled — — 340 610 445 560 520 605 490 575


0.157 Spiral 280 540 515 585 735 535 615 495 5354 5654

8 mm Head Step Shank Spiral CSI

Pin

0.145 / 0.125

Spiral 45 200 240 385 250 415 295 385 2755 3805


0.177 Smooth – – 95 545 150 545 245 755 6404 6004

Ballistic point pin 0.150 Smooth — — — — 310 545 450 525 — —

TABLE 5B—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN ASTM A572 GRADE 50 OR ASTM A992 STEEL (lbf)1,3


SHANK DIAMETER

(inch)

SHANKTYPE

STEEL THICKNESS (inch) 1/8

3/16 1/4

3/8 ≥1/2

Tension Shear Tension Shear Tension Tension Tension Shear Tension Shear


0.157 Spiral 325 510 550 630 795 580 660 535 5804 6104

8 mm Head Step Shank Spiral CSI

Pin

0.145 / 0.125

Spiral 45 200 260 415 275 450 320 415 3005 4055


0.177 Smooth – – 215 650 295 735 355 785 – –

For SI: 1 lbf = 4.48 N, 1 inch = 25.4 mm. 1To obtain the tabulated values, the entire pointed portion of the fastener must penetrate the steel, unless otherwise noted. 2The minimum spacing is 11/2 inches center-to-center, and minimum edge and end distances are 1/2 inch. 3The minimum spacing is 1 inch center-to-center, and minimum edge and end distances are 1/2 inch. 4The 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. 5The fasteners must be embedded a minimum of 0.41 inch into the steel. Fastener point penetration through the steel is not necessary provided the minimum embedment is achieved.

TABLE 6A—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED IN ASTM A36 STEEL (lbf)1,2


SHANK DIAMETER

(inches)

SHANK TYPE

1/8-INCH THICK STEEL 1/4-INCH THICK STEEL 3/8-INCH THICK STEEL

Tension Shear Tension Shear Tension Shear

0.300-inch Head Standard Ceiling Clip

Assemblies 0.145 Smooth 140 350 345 385 190 255

Ballistic Point Drive Pin Ceiling Clip

Assembly 0.150 Smooth — — 350 510 190 240


0.145 Smooth 140 — 345 — 190 —

TABLE 6B—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED IN ASTM A572 GRADE 50 STEEL (lbf)1,2


SHANK DIAMETER (inches)

SHANK TYPE

1/4-INCH THICK STEEL 3/8-INCH THICK STEEL

Tension Shear Tension Shear


0.145 Smooth 375 415 205 275

Ballistic Point Drive Pin Ceiling Clip Assembly

0.150 Smooth 380 550 205 255


0.145 Smooth 375 — 205 —

46


TABLE 6C—ALLOWABLE LOADS FOR CEILING CLIP ASSEMBLIES INSTALLED INTO ASTM A36, ASTM A572 GRADE 50 OR ASTM A992 STEEL (lbf)1,3


SHANK DIAMETER (inch)

1/4-INCH THICK STEEL

Tension 45° Shear


0.157 350 390 420

For SI: 1 lbf = 4.48 N, 1 inch = 25.4 mm. 1To obtain the tabulated values, the entire pointed portion of the fastener must penetrate the steel. 2The minimum spacing is 11/2 inches center-to-center, and minimum edge and end distances are 1/2 inch. 3The minimum spacing is 1 inch center-to-center, and minimum edge and end distances are 1/2 inch.

TABLE 7A—ALLOWABLE LOADS ON FASTENERS USED TO ATTACH WOOD SILL PLATES TO NORMAL-WEIGHT CONCRETE1, 2, 3

WASHERED PIN ASSEMBLY

DESCRIPTION8

FASTENER SHANK

LENGTH (inches)

FASTENER SHANK

DIAMETER (inch)

APPLICABLE SILL PLATE MATERIAL

WASHER THICKNESS

(inch)

WASHER BEARING AREA

(in2)

ALLOWABLE LOAD (lbf)

Tension Shear

0.300-inch Head Drive Pin with 7/8" Diameter Washer

3 0.145 See Note 4 0.075 0.557 125 150

0.300-inch Head Drive Pin with 1" Diameter Washer

3 0.145 See Note 4 0.075 0.770 125 150

0.300-inch Head Drive Pin with 1" Square Washer

3 0.145 See Note 4 0.055 1.147 125 150

0.300-inch Head MG Pin with 1" Diameter Washer

3 0.145 See Note 5 0.060 0.753 125 150

0.300-inch Head MG Pin with 1" Square Washer

3 0.145 See Note 5 0.060 1.164 125 150

8 mm Head Drive Pin with 1" Diameter Washer

27/8 0.145 See Note 4 0.075 0.770 125 150

For SI: 1 inch = 25.4 mm, 1 lbf = 4.48 N, 1 psi = 6.89 kPa. 1The 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. 2Minimum edge distance is 13/4 inches. 3Wood 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. 4Naturally durable lumber 5Naturally durable lumber or preservative treated lumber. See Section 3.4.3.

TABLE 7B—SPACING REQUIREMENTS FOR WOOD SILL PLATE ANCHORAGE OF INTERIOR NONSTRUCTURAL WALLS1,2,3,4,5,6,7

WASHERED PIN ASSEMBLY DESCRIPTION8

FASTENER SHANK

DIAMETER (inch)2

FASTENER SHANK

LENGTH (inches)

CONCRETE EDGE

DISTANCE (inches)

MAXIMUM SPACING

(feet)

MAXIMUM WALL

HEIGHT (feet)

0.300-inch Head Drive Pin with 7/8" Diameter Washer 0.300-inch Head Drive Pin with 1" Diameter Washer 0.300-inch Head Drive Pin with 1" Square Washer 0.300-inch Head MG Pin with 1" Diameter Washer 0.300-inch Head MG Pin with 1" Square Washer

0.145 3 13/4 3 14

8 mm Head Drive Pin with 1" Diameter Washer 0.145 27/8 13/4 3 14

For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 psi = 6.89 kPa. 1Fasteners must not be driven until the concrete has reached a minimum concrete compressive strength of 2,500 psi. 2Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. 3Fasteners must be driven into the center of the sill plate and be at least 13/4 inches from the concrete edge. Washer must bear on sill plate. 4Walls must have fasteners placed at 6 inches from ends of sill plates with maximum spacing between, as shown in this table. 5Walls must be laterally supported at the top and the bottom. 6Sill or bottom plates must comply with IBC Section 2304.1 and be of lumber with a specific gravity of 0.50 or greater. See Table 4A for additional sill plate material requirements. 7Minimum spacing must be 4 inches on center or must comply with Section 11.1.6 of the NDS (Section 11.1.5 for the 2009, 2006 and 2003 IBC) to prevent splitting of the wood.

47


FIGURE 1—CONFIGURATION OF CONCRETE FILLED 3-INCH DEEP STEEL DECK

FIGURE 2A—CONFIGURATION OF CONCRETE FILLED 11/2-INCH DEEP STEEL DECK (LOWER FLUTE INSTALLATIONS)

FIGURE 2B—CONFIGURATION OF CONCRETE FILLED 11/2-INCH DEEP STEEL DECK (UPPER FLUTE INSTALLATIONS)

48


0.300-inch Head Drive Pin w/Tophat Washer 8 mm Head Drive Pin in Collated Strip 8 mm Head Drive Pin w/Tophat Washer

8 mm Head Spiral CSI Pin 10 mm Head Drive 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 3—POWERS POWER DRIVEN FASTENERS

0.300-inch Head Drive Pin

with Round Washer

0.300-inch Head Drive Pin

with Square Washer

8 mm Head Drive Pin

with Round Washer


with Round Washer

FIGURE 4—POWERS WASHERED PIN ASSEMBLIES

8mm Head Spiral CSI Pin Ceiling Clip

FIGURE 5—POWERS CEILING CLIP ASSEMBLIES

49

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 © 2014 Page 1 of 1 1000

ICC-ES Evaluation Report ESR-2024 FBC Supplement* Reissued December 2013 This report is subject to renewal September 1, 2015.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®

DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors

DIVISION: 05 00 00—METALS Section: 05 23 00—Metal Fastenings

DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic and Composite Fastenings

DIVISION: 09 00 00—FINISHES Section: 09 22 16.23—Fasteners

REPORT HOLDER:

POWERS FASTENERS, INC. 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800) 524-3244 www.powers.com [email protected] EVALUATION SUBJECT:

POWERS POWER-DRIVEN FASTENERS, CEILING CLIP ASSEMBLIES AND SILL PLATE ANCHORAGES

1.0 REPORT PURPOSE AND SCOPE

Purpose:

The purpose of this evaluation report supplement is to indicate that Powers power-driven fasteners, recognized in ICC-ES master report ESR-2024, have also been evaluated for compliance with the codes noted below.

Applicable code editions:

2010 Florida Building Code—Building

2010 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 2010 Florida Building Code—Building and the 2010 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.

1. Design wind loads must be based on Section 1609 of the 2010 Florida Building Code—Building or Section 301.2.1.1 of the 2010 Florida Building Code—Residential, as applicable.

2. Load combinations must be in accordance with Section 1605.2 or Section 1605.3 of the 2010 Florida Building Code—Building, as applicable.

3. The modifications to ACI 318 as shown in 2009 IBC Sections 1905.1.9 and 1905.1.10, as noted in IBC Section 1909.1, do not apply to the 2010 Florida Building Code.

Use of the Powers power-driven fasteners for compliance with the High-Velocity Hurricane Zone provisions of the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential has not been evaluated, and is outside the scope of this evaluation report.

For products falling under Florida Rule 9N-3, verification that the report holder’s quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission).

This supplement expires concurrently with the master report reissued December 2013, revised July 2014.

*Revised July 2014

50

SDS #00102.0001

Safety Data Sheet 1907/2006/EC - REACH (GB) CARTRIDGES FOR POWER DEVICES MSDS Control Group Powers Fasteners Inc. 701 E. Joppa Road, Towson, MD 21286

Prepared to U.S. OSHA, CMA, ANSI, Canadian WHMIS, Australian WorkSafe, Japanese Standard JIS Z 7250:2000, and EU REACH Regulations 1. PRODUCT AND COMPANY IDENTIFICATION Product Name: CARTRIDGES FOR TOOLS, BLANK CAS Number: Mixture – Metal Alloy Synonyms: Centerfire Powertool Loaded Round, Rimfire Cartridge for Power Device, 22, 25, 27, 32, 38 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 0014 U.N. Dangerous Goods Class

Explosive, 1.4S

Manufacturer: Powers Fasteners, Inc.

Manufacturers’ Address: 701 E. Joppa Rd., Towson, MD 21286 / USA www.powers.com US/Canada: 1-800-524-3244 Fax: 1-877-871-1965

Emergency Telephone Number:

1-800-524-3244

2. HAZARDS IDENTIFICATION

EMERGENCY OVERVIEW: EXPLOSIVE. KEEP AWAY FROM HEAT. DO NOT SUBJECT TO MECHANICAL SHOCK. PARTICLES FROM FIRING MAY BE HARMFUL IF INHALED. DO NOT TAKE INTERNALLY.

Date Printed July 6, 2015 Page 1/10

51

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SDS No.: 00102.0001


US DOT SYMBOLS CANADA (WHMIS) SYMBOLS GHS HAZARD SYMBOLS

This Product is not subject to WHMIS

Class 6 Explosive

GHS Classifications: Explosive Division 1.4

STOT RE Category 1 Reproductive Toxicity Category 1A Aquatic Environment, Chronic II

Signal Word: Danger

Hazard Statements : H204: Fire or projection hazard H372: Causes damage to nervous system, kidney, and hematopoietic system through prolonged or repeated exposure H360: May damage fertility or the unborn child H411: Toxic to aquatic life with long lasting effects

Target organs: Nervous, renal and hematopoietic systems

Precautionary Statements: P102: Keep out of reach of children

P210: Keep away from heat/sparks/open flame/hot surfaces P250: Do not subject to shock/friction P260: Do not breathe dust/fume/gas/mist/vapors/spray P264: Wash hands thoroughly after handling P270: Do not eat, drink or smoke when using this product P271: Use only outdoors or in a well-ventilated area P273: Avoid release to the environment P280: Wear protective gloves/protective clothing/eye protection/face protection


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SDS No.: 00102.0001


GHS Pictograms:

Explosive; Pictogram: exploding bomb

Specific Target Organ Toxicity; Pictogram Code: GHS08 Environment; Pictogram Code: GHS09

EU Classifications: Hazard Symbols E, T, N Risk Phrases R2: Risk of explosion by shock, friction, fire or other sources of ignition

R48: Danger of serious damage to health by prolonged exposure R60: May impair fertility R63: Possible risk of harm to the unborn child R51/53: Toxic to aquatic organisms and many cause long-term adverse effects in the aquatic environment

Safety Phrases S2: Keep out of reach of children S15: Keep away from heat S20/21: When using do not eat, drink or smoke S22: Do not breathe dust S39: Wear eye/face protection S51: Use only in well-ventilated areas S61: 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.

3. COMPOSITION / INFORMATION ON INGREDIENTS

Components % By Weight CAS Number EINECS/ ELINCS #

Iron 0 – 97 7439-89-6 231-096-4 Copper 50 - 65 7440-50-8 231-159-6 Zinc 15 - 32 7440-66-6 231-175-3 Nitrocellulose 2 - 13 9004-70-0 Polymer Nitroglycerin 0.5 - 2 55-63-0 200 – 240 -8 Lead styphnate 0.1 - 1 15245–44–0 239–290-0


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SDS No.: 00102.0001


4. FIRST AID MEASURES

Eye Contact:

Immediately flush out fume or particles with large amounts of water for at least 15 minutes, occasionally lifting the upper and lower eyelids. If eye irritation develops, call a physician at once.

Skin Contact: Wash skin with plenty of soap and water. Inhalation: 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.

Ingestion: 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 1910.1200) Explosive

Unusal Fire and Explosion Hazards: Possible projection hazard. Extinguishing Media: Flood area with water. If no water is available, carbon dioxide, dry chemical or

earth may be used. Special Firefighting Procedures: Do 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 1 Health 0 2 Reactivity

- Other


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SDS No.: 00102.0001


HEALTH HAZARD (BLUE)

0*

FLAMMABILITY HAZARD (RED)

1

PHYSICAL HAZARD (YELLOW)

2

PROTECTIVE EQUIPMENT EYES PPE

CODE RESPIRATORY HEARING

A

See Sect 8

See

Sect 8

HMIS RATING SYSTEM Hazard Scale: 0 = Minimal 1 = Slight 2 = Moderate 3 = Serious 4 = Severe * = Chronic hazard

6. ACCIDENTAL RELEASE MEASURES FOR ALL TRANSPORTATION ACCIDENTS, CALL CHEMTREC AT 800-424-9300.

Spill Response: A spill of this material will normally not require emergency response team capabilities. If, however, a large spill occurs, call 1-888-289-1911 for technical assistance.

Accidental Release Procedures: Spills of this material should be handled carefully. Do not subject materials to mechanical shock. Collect material and place in a designated, labeled waste container. See Section 13 for waste disposal.

7. HANDLING AND STORAGE

Precautions for Safe Handling: 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.

Conditions for Safe Storage: 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.


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8. EXPOSURE CONTROLS/PERSONAL PROTECTION Control parameters: CAS # CHEMICAL

NAME ACGIH TLV OSHA PEL INTERNATIONAL OELS

7439-89-6 Iron None established None established None established 7440-50-8 Copper 0.2 mg/m3 (fume), 1

mg/m3 (dusts and mists)

0.1 mg/m3 (fume) 1 mg/m3 (dusts and

mists)

Austria, Belgium, Canada: 0.2 mg/m3 (fumes), 1 mg/m3 (dusts) Denmark: 1.0 mg/m3 (dust and powder) Germany (MAK): 0.1 mg/m3 (fume), 1 mg/m3 (dusts and mists)

7440-66-6 Zinc None established None established None established 9004-70-0 Nitrocellulose None established None established None established 55-63-0 Nitroglycerin 0.05 ppm (0.46 mg/m3)

Skin Ceiling – 0.2 ppm

(2 mg/m3) Skin

Denmark: 0.02 ppm (0.2 mg/m3) Norway, Sweden: 0.03 ppm (0.3 mg/m3) Austria, Belgium, Germany, The Netherlands, Poland, Switzerland: 0.05 ppm (0.47 mg/m3), skin Finland, France: 0.1 ppm (0.9 mg/m3), skin U.K.: 0.2 ppm (2 mg/m3), skin

15245-44-0 Lead styphnate None established None established None established Engineering Controls: Local exhaust ventilation is recommended if significant dusting occurs or fumes are generated.

Otherwise, use general exhaust ventilation. Use explosion-proof ventilation. Respiratory Protection: Not normally needed. Maintain airborne contaminant concentrations below guidelines listed above.

Use an appropriate approved air-purifying respirator equipped with HEPA cartridges/canisters where there is the potential for exceeding established occupational exposure limits.

Eye/Face Protection: Use safety glasses. Hand Protection: Not normally needed Skin Protection: Not normally needed. Hearing Protection: Not normally needed. During firing use hearing protection. General Hygiene: Do not eat, drink, or smoke while using this product. Wash hands thoroughly after use. 9. PHYSICAL AND CHEMICAL PROPERTIES

PROPERTY VALUE PROPERTY VALUE Appearance: Cylindrical brass cartridge Physical State: Solid

Odor: None Odor Threshold: None Boiling Point (°F): Not applicable Melting point: Not applicable

Vapor Pressure (mm Hg): Not applicable Freezing point: Not applicable Vapor Density(air = 1): Not applicable Bulk Density Not applicable Specific gravity (g/cc): Not applicable Viscosity (cps): Not applicable

pH: Not applicable Decomposition Temperature: Not applicable Solubility in Water (20 °C): Insoluble Evaporation Rate: Not applicable

Volatiles, Percent by volume: Not applicable Octanol/water partition coefficient: Not applicable 10. STABILITY AND REACTIVITY

Stability: Stable under normal temperatures and pressure. Possibility of Hazardous Reactions: Hazardous polymerization will not occur Incompatible Materials: Acids, Class A & B explosives, strong oxidizers, and caustics Hazardous Decomposition Products: Nitrogen oxides, carbon monoxide, lead oxides, carbon dioxide, lead

dust/fume Conditions to Avoid: Contact with incompatible materials. Physical damage to containers;

cartridges may detonate if case is punctured.


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11. TOXICOLOGICAL INFORMATION Potential Routes of Entry: Inhalation, Skin, and by Ingestion. The physical nature of this product makes absorption from any route unlikely. A small amount of inhalable particles may be created when cartridge is fired. Effects Of Acute Exposure:

PRODUCT

COMPONENTS Lead

styphnate Nitroglycerin Copper Nitrocellulose Iron Zinc

Inhalation LC50

Particles generated from firing may be slightly toxic

No data No data No data No data No data No data

Skin Contact LD50

Skin absorption unlikely

No data > 280 mg/kg (rabbit)

375 mg/kg, sc (rabbit)

No data No data No data

Ingestion LD50

Ingestion unlikely No data 105 mg/kg (rat) 3.5 mg/kg, ip (mouse)

> 5 g/kg (rat) 30 g/kg (rat) No data

Irritation Particles generated from firing may be slightly irritating to the eyes

No data Mild eye and skin irritant

Respiratory irritant

No data Eye irritant Eye irritant

Sensitization Sensitization to this Product has not been reported

No data No data No data No data No data No data

Other Adverse Effects:

Target Organ Toxicity: No reported target organ toxicity from this product. Lead has caused nervous system, kidney and hematopoietic system damage in humans and laboratory animals.

Reproductive Toxicity: This product is not known or reported to cause reproductive effects. Lead has been shown to reduce male reproductive function in humans and laboratory animals.

Teratogenicity (Birth Defects): This product is not known or reported to cause developmental toxicity. Lead has been shown to affect fetal development including birth defects.

Mutagenicity: This product is not known or reported to be mutagenic. Lead has been shown to be mutagenic in several in vitro assays.

Carcinogenicity: This product is not listed as a carcinogen by OSHA, NTP or IARC. IARC lists lead as possibly carcinogenic to humans, group 2B.

12. ECOLOGICAL INFORMATION Environmental Effects: PRODUCT: Product has not been tested for environmental properties. COMPONENTS:

Copper: Copper concentrations from 0.1 to 1.0 mg/l have been found to be not toxic for most fish. However, concentrations of 0.015 to 3.0 mg/l have been reported as toxic, particularly in soft water to many kinds of fish, crustacea, mollusks, insects, and plankton.


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Lead:

LC 50 (48 hrs.) to bluegill is reported to be 2-5 mg/l. Lead is toxic to waterfowl.

Nitrocellulose: LC50 > 1000 mg/l to fish, invertebrates, and algae. Nitroglycerin: LC50 = 1.228 mg/l to Bluegill, (96 hour, static) Zinc: The following concentrations of zinc have been reported as lethal to fish: 0.13

mg/l, for 12 – 24 hours to Rainbow trout fingerlings; 1.9 – 3.6 mg/l, 6 hr TLM (soft water, 30°C) to Bluegill Sunfish; 4 mg/l, 3 days (hard water) to Rainbow trout; 1 mg/l, 24 hours (soft water) to Sticklebacks.

The presence of copper appears to have a synergistic effect on the toxicity of zinc towards fish.

Environmental Fate:

MOBILITY: Dissolved lead may migrate through soil. PERSISTANCE/DEGRADABILITY: Not biodegradable. BIOACCUMULATION: No data 13. DISPOSAL CONSIDERATIONS Care must be taken to prevent environmental contamination from the use of this material. The user of this material has the responsibility to dispose of unused material, residues and containers in compliance with all relevant local, state and federal laws and regulations regarding the treatment, storage and disposal for hazardous and nonhazardous wastes. 14. TRANSPORT INFORMATION

Regulatory Information for US DOT, IATA, IMO, and ADR: Proper Shipping Name: Cartridges for Tools, blank

Hazard Class Number and Description: Explosive 1.4S UN Identification Number: UN 0014 Packing Group: PGII DOT Label(s) Required: Explosive 1.4

Marine Pollutant: None of the ingredients are classified by the DOT as a Marine Pollutant (as

defined by 49 CFR 172.101, Appendix B) Additional Information: North American Emergency Response Guidebook Number (2004): 114

U.S. DEPARTMENT OF TRANSPORTATION SHIPPING REGULATIONS: This product is classified as dangerous goods under 49 CFR 172.101. Note: May be reclassified domestically as an ORM-D if packaged as a consumer commodity per 49 CFR 173. TRANSPORT CANADA, TRANSPORTATION OF DANGEROUS GOODS REGULATIONS: This product is classified as Dangerous Goods. INTERNATIONAL AIR TRANSPORT ASSOCIATION (IATA): This product is classified as Dangerous Goods.


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INTERNATIONAL MARITIME ORGANIZATION (IMO) DESIGNATION: This product is classified as Dangerous Goods. EUROPEAN AGREEMENT CONCERNING THE INTERNATIONAL CARRIAGE OF DANGEROUS GOODS BY ROAD (ADR): This product is classified by the United Nations Economic Commission for Europe to be dangerous goods.

15. REGULATORY INFORMATION US FEDERAL TSCA The components of this product are listed on the Toxic Substance Control Act inventory. CERCLA: Copper, R.Q.* = 5000 lbs.; Zinc, R.Q. = 1000 lbs.; Nitroglycerin, R.Q. = 10 lbs; Lead, R.Q. = 10 lbs.

(No reporting is required if diameter of the pieces of metal is equal to or exceeds 100 micrometers (0.004 inches).

SARA 313: Copper, Lead and Lead compounds, Nitroglycerin, Zinc (fume or dust) SARA 311/312: Health: Acute – No

Chronic - No Fire: No Reactivity: None Release of Pressure: Yes

SARA 302 EHS List: None of the components of this product are listed. *RQ = Reportable Quantity STATE RIGHT-TO-KNOW STATUS Component California New Jersey Pennsylvania Massachusetts Michigan Iron Not listed Not listed Not listed Not listed Not listed Copper Not listed X X X X Zinc Not listed X Not listed X X Nitrocellulose Not listed X X X Not listed Nitroglycerin Not listed X X X Not listed Lead styphnate X Not listed Not listed X Not listed CALIFORNIA SAFE DRINKING WATER AND TOXIC ENFORCEMENT ACT (PROPOSITION 65) Warning! This product contains d e t e c t a b l e a m o u n t s o f a c h e m i c a l known to the State of California to cause cancer a n d /or b i r t h d e fe c t s o r other reproductive harm. GHS CLASSIFICATION Explosive Division 1.4 STOT RE Category 1 Reproductive Toxicity Category 1A Aquatic Environment, Chronic II EUROPEAN REGULATIONS Hazard Classification

Danger Symbols: E, T, N

Risk Phrases: R2, R48, R60, R63, R51/53

Safety Phrases: S2, S15, S20/21, S22, S39, S51, S61 German WGK Classification: Not known.


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CANADIAN REGULATIONS DSL/NDSL Inventory: The components of this product are on the DSL IDL: Copper, Lead CEPA PRIORITIES LIST: None WHMIS: This product is not subject to WHMIS. It is regulated as a Class 6 Explosive in Canada. JAPANESE REGULATIONS Existing National Inventory of Chemical Substances (ENCS): The components of this product are listed Japanese Priority Assessment Chemical Substances: None of the components of this product are listed OTHER INTERNATIONAL CHEMICAL INVENTORIES Swiss Giftliste List of Toxic Substances: All Components Listed Australian Inventory (AICS): All Components Listed 16. OTHER INFORMATION REVISIONS: PREPARED BY: Powers Fasteners, Inc. OTHER: Additional information available from: www.powers.com NOTICE: THE INFORMATION IN THIS SDS SHOULD BE PROVIDED TO ALL WHO WILL USE, HANDLE, STORE, TRANSPORT, OR OTHERWISE BE EXPOSED TO THIS PRODUCT. THIS INFORMATION HAS BEEN PREPARED FOR THE GUIDANCE OF PLANT ENGINEERING, OPERATIONS AND MANAGEMENT AND FOR PERSONS WORKING WITH OR HANDLING THIS PRODUCT. OLIN BELIEVES THIS INFORMATION TO BE RELIABLE AND CURRENT AS OF THE DATE OF PUBLICATION, BUT MAKES NO WARRANTY THAT IT IS.


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product submittal/substitution request · some drive pins designed for use in steel have a knurled...

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