1 1 2 4 ASTENERS
NCHORS & F NCHORS ...... A ...... , MASONRY, STEEL MASONRY, , WITH TOP HAT WITH WASHER POINT DRIVE PIN ICC-ES ESR-2024 CODE LISTED 0.300" HEAD DRIVE PIN 0.300" HEAD DRIVE PIN 0.300" HEAD DRIVE PIN 0.300" HEAD DRIVE PIN 0.300" HEAD BALLISTIC CONCRETE MECHANICALLY GALVANIZED MECHANICALLY Normal-weight concrete Lightweight concrete Concrete over steel deck Grouted concrete masonry (CMU) Hollow concrete masonry (CMU) Steel 1/2" length through 3" length • • • • • • • SUITABLE BASE MATERIALS SUITABLE SIZE RANGE FASTENER Selection Guide Data Performance Ordering Information SECTION CONTENTS General Information Listings Approvals &
ICC-ES ESR-2024 ICC-ES ESR-2024 ICC-ES ESR-2024 ICC-ES ESR-2024 ICC-ES ESR-2024 ICC-ES ESR-2024 DFD270
• • • • • • Sniper
• • • P3500 / PA3500 / P3500
• • • • • • P35s
• • • P2201
• • • • • • DEWALT Tools P1000 / T1000 / P1000
• • • • • • Steel
• • • Concrete Masonry (CMU) Masonry Concrete
• • • Concrete over Steel Deck Steel over Concrete
• • • • • • Lightweight Concrete Lightweight • • • • • •
Base Material Concrete
• • • • • • Shank Length Shank 1-7/8" 2" to 3" 2" to 3" 1/2" to 1"
3/4" to 1-1/2" 1/2" to 1-1/2" Dimensions Diameter Shank 0.145" 0.145" 0.145" 0.145" 0.145" 0.181/0.150"
May be Suitable
Description Pin / Fastener Suitable Plastic and Composite Fastenings, 09 22 16.23 - Fasteners.Power-driven fasteners shall bePlastic and Composite Fastenings, 09 22 16.23 in0.300" head drive pins as supplied by DEWALT, Towson, MD. Fasteners shall be installed Authority Having Jurisdiction. accordance with published instructions and the RC 2018 IBC/IRC, 2015 IBC/IRC, 2012 IBC/IRC, and 2009 IBC/I ICC-ES AC70 for use in concrete, concrete over steelTested in accordance with ASTM E1190 and deck, concrete masonry and steel 05 05 23 - Metal Fastenings, 06 05 23 - Wood,CSI Divisions: 03 15 00 - Concrete Accessories, concrete masonry or steel Sill plate anchorage (ICC-ES), ESR-2024 International Code Council, Evaluation Service Code/International Residential Code:Code compliant with the International Building Attaching light gauge steel to concrete, concrete over steel deck, concrete masonry or steel to concrete, concrete over steel deck, concrete Attaching light gauge steel masonry or steel Attaching wood members to concrete, concrete to concrete, concrete over steel deck,Attaching accessories, fixtures and components
GUIDE SPECIFICATION APPROVALS AND LISTINGS APPROVALS GENERAL APPLICATIONS AND USES GENERAL APPLICATIONS INTRODUCTION MG = Mechanical Galvanized • 0.300" Head Pin with Washer MG pins) (including Pin 0.300" Head Ballistic Point 0.300" Head Pin MG pins) (including Hat 0.300" Head Pin with Top • • • • • • • • SELECTION GUIDE are available for installations in thick steel base materials. A plastic flute is mounted on the pin shank in thick steel base materials. A plastic flute are available for installations the driving operation. The the barrel of the tool and provide guidance during to retain the drive pin in for use in treated lumber. in with a mechanically galvanized (MG) coating fasteners are also available Drive pins with a 0.300" diameter head are designed for permanently fastening a fixture to concrete, diameter head are designed for permanently Drive pins with a 0.300" / A992 structural steel. The concrete masonry walls and A36 or A572 concrete over steel deck, lengths. Knurled shank designs with a 0.145" diameter shank in various fasteners are manufactured Standard Flat Head Fasteners GENERAL INFORMATION GENERAL PINS HEAD DRIVE 0.300"
Powder Actuated
TECHNICAL GUIDE – Powder Actuated ©2021 DEWALT – REV. a 1 PERFORMANCE DATA A and LightweightConcreteoverSteelDeck Allowable LoadCapacitiesforPowderActuatedFastenersinLightweightConcrete Allowable LoadCapacitiesforPowderActuatedFastenersinNormal-WeightConcrete NCHORS &F 0.300" Head Drive Pin 0.300" HeadDrivePin 9. 8. 7. 6. 5. 4. 3. 2. 1. 6. 5. 4. 3. 2. 1. Multiple fasteners are recommended for any attachment for increased reliability. Multiple fastenersarerecommendedforanyattachmentincreasedreliability. thickness ofthematerialfastenedtobasemustbegivenachieverequiredembedment forthefasteners. Embedment ismeasuredfromthesurfaceofsteeldeck;deckpanelmusthaveabase-metal thicknessof0.030-inch(22gauge)to0.048-inch(18gauge).Considerationforthe minimum deckenddistanceis3-1/2inches.Considerationofsmallerspacingdistancesmaybe givenbasedonapplicationorjobsitetesting. Fasteners installedintothesteeldeckprofilemusthaveaminimumspacingdistanceof4inches (upperandlowerflute)aminimumedgedistanceof1-1/8inches(lowerflute); the lowerfluteofsteeldeckprofile,concretethicknessabove(toppingthickness) mustbeaminimumof2.25inches. For fastenersinstalledintotheupperfluteofsteeldeckprofile,concretethicknessabove thedeck(toppingthickness)mustbeaminimumof3.25inches.Forfastenersinstalledinto may begivenbasedonapplicationorjobsitetesting. Fasteners musthaveaminimumspacingdistanceof3inchesandedge inches inaccordancewithASTME1190.Considerationofsmallerspacingandedgedistances applicable tothetopsofconcrete-filledsteeldeckprofiles. For fastenersinstalleddirectlyintoconcrete,thememberthicknessmustbeaminimumofthreetimes theembedmentbutnotnecessarytobegreaterthan3.25inches.Tabulatedvaluesarealso safety factorsmaybenecessarydependingontheapplicationsuchaslifesafety. Allowable loadcapacitiesarecalculatedusingminimumrequiredfactorsofsafetyinaccordance withICC-ESAC70;theminimumappliedfactorofsafetyis5.0.Considerationadditional The tabulatedtensionandshearvaluesareforthefastenersonly.Steelorwoodmembersconnectedwithsubstratemustbeinvestigatedcomplianceapplicablecode. may beincreasedby12percent.Fastenersalsoinstalledin2,500psiconcreteprovidedtheallowableloadsarereduced11 Fasteners mustnotbedrivenuntiltheconcretehasreachedminimumdesignatedcompressivestrength.Foracompressivestrengthof4,000psi,tabulatedallowableloads Multiple fastenersarerecommendedforanyattachmentincreasedreliability. distances maybegivenbasedonapplicationorjobsitetesting. Fasteners musthaveaminimumspacingdistanceof3inchesandedge3-1/4inaccordancewithASTME1190.Considerationsmaller Concrete memberthicknessmustbeaminimumofthreetimesthefastenerembedmentdepth. safety factorsmaybenecessarydependingontheapplicationsuchaslifesafety. Allowable loadcapacitiesarecalculatedusingminimumrequiredfactorsofsafetyinaccordancewithICC-ESAC70;theappliedfactoris5.0.Considerationadditional The tabulatedtensionandshearvaluesareforthefastenersonly.Steelorwoodmembersconnectedwithsubstratemustbeinvestigatedcomplianceapplicablecode. compressive strengths. Fasteners mustnotbedrivenuntiltheconcretehasreachedminimumdesignatedcompressivestrength.Linearinterpolationmayusedtodetermineallowableloadsforintermediate (0.145" Shank) (0.145" Shank) (0.145" Shank) 0.300" Head Description Description Description Drive Pin Fastener Fastener ASTENERS Minimum Embed. Minimum Minimum Embed. Embed. (38.1) (31.8) (25.4) (19.1) (15.9) Depth Depth 1-1/2 1-1/2 1-1/4 (mm) 3/4 3/4 5/8 in. in. 1 Depth 1-1/2 1-1/4 (mm) (mm) (38) (32) (25) (22) (19) 7/8 3/4
in. 1
To (T pping Thickness Tension 3 yp " (0.5) (0.5) (0.4) (0.3) (0.1) (kN) 115 110 100 lbs. .) 60 25
Allowable Tension 2,000psi
(1.5) (1.1) (0.9) (0.6) (0.3) 340 250 200 135 (kN) lbs 70 Directly intoConcrete 1,2,3,8 Shear (0.8) (0.7) (0.6) (0.4) (0.2) (kN) 175 155 140 lbs. 95 45
Fa (T stener Allowable CONCRETE OVERSTEELDECK CONCRETE OVERMET yp) Shear (1.7) (1.4) (1.0) (0.6) (0.3) 375 305 215 145 (kN) lbs 70 4,5 Tension Minimum ConcreteCompressiveStrength,f'c=3,000psi (1.4) (1.4) (0.6) (0.4) (0.4) (kN) 305 305 145 lbs. 85 80 Min. Minimum ConcreteCompressiveStrength(f’c)
2,500psi
AL DECK Allowable Tension Shear (1.2) (1.2) (0.8) (0.7) (0.7) (2.2) (2.2) (1.8) (0.9) (0.7) (kN) 280 280 175 165 165 495 495 400 195 150 (kN) lbs. lbs Through SoffitofSteelDeckIntoConcrete(3-inchDeepProfile) 4-1/2" (T Steel DeckGaugeMin.
Upper Flute yp) Lower FluteEdge Tension Upper Flute (2.1) (1.4) (0.6) (0.4) (0.4) (kN) 465 305 145 lbs. 90 85 6,7 Allowable Shear
(1.7) (1.5) (1.3) (1.3) (1.3) 380 340 290 280 280 (kN) lbs 3,000psi
(V alley)
1,2,3,4,5,6 Shear (2.2) (2.2) (1.8) (0.9) (0.7) (kN) 505 495 400 195 150 lbs.
Allowable Tension (1.0) (0.8) (0.7) (0.7) (0.4) 235 190 165 165 (kN) lbs 95 Tension Lower Flute (2.1) (1.4) (0.6) (0.4) (0.4) (kN) 465 305 145 lbs. 90 85
4,000psi
6,7 Allowable Performance Data Shear (1.7) (1.5) (1.3) (1.3) (1.3) 380 340 290 290 290 (kN) lbs Shear
(2.2) (2.2) (1.8) (0.9) (0.7) (kN) 505 495 400 195 150 lbs.
2 TECHNICAL GUIDE – Powder Actuated ©2021 DEWALT – REV. a Powder Actuated ASTENERS lbs (kN) 115 (0.5) Shear Allowable lbs. 230 (kN) (1.0) NCHORS & F NCHORS Shear A Allowable 45 lbs Top of Grouted Wall (kN) (0.3) Load Parallel to Edge Load Parallel Tension Allowable 6,7,8
lbs (kN) 170 (0.8) Shear 1,2,3,9,10,11 Allowable lbs. 150 (kN) (0.7) Shear Mortar Joint Allowable lbs (kN) 140 (0.6) yp) Tension Allowable yp) Grout-filled Concrete Masonry Load Perpendicular to Edge Load Perpendicular Mortar Joint CMU (T Minimum Edge Distance (T lbs (kN) 155 (0.7) Shear yp) Allowable Minimum Concrete Compressive Strength, f 'c = 2,000 psi Compressive Strength, Minimum Concrete ace Minimum End Distance (T Cell Face lbs. 125 (kN) (0.6) Tension all F lbs Allowable (kN) 150 (0.7) . Washers may be round or square. 2 W Tension Allowable Minimum Masonry Compressive Strength, f 'c = 1,500 psi Minimum Masonry Compressive Strength, f 'c = 1,500 (Un-hatched Area) ) is 7,500 psi. e ermissible Anchor Locations P 95 lbs (kN) (0.4) 4,5 Shear Allowable Cell Face Hollow CMU in. (38) (mm) 1-1/2 35 lbs (kN) (0.2) Tension Allowable 1,2,3,4,5,6,7,8,9,10 Minimum Embedment Depth Minimum Embedment ) is 90,000 psi and dowel bearing strength (F ) is 90,000 psi and dowel bearing yb 1 in. (25) Min. (mm) Depth Embed.
Fastener Description (0.145" Shank)
Fastener Description 0.300" Head Drive Pin (0.145" Shank) For installations into grout-filled concrete masonry walls, fasteners may be placed into the bed joint (horizontal mortar joint) provided the fasteners have a minimum spacing distance of 8 inches along the bed joint and have a minimum edge distance of 8 inches. Installations directly into the head joint (vertical mortar joint) and within 1-1/2 inch of the head joint is not recommended and must not be permitted. Allowable shear loads may be applied in any direction. Multiple fasteners are recommended for any attachment for increased reliability. Successful fastening into the face shell of hollow CMU and into the horizontal mortar joint is typically conducted with the lowest powder load level. with ASTM C476. Steel or wood members connected with the substrate must be investigated for compliance with the applicable code. The tabulated tension and shevar values are for the fasteners only. factors of safety in accordance with ICC-ES AC70; the minimum applied factor of safety is 5.0. Consideration ofAllowable load capacities are calculated using minimum required such as life safety. additional safety factors may be necessary depending on the application a minimum end distance of 3-3/4 inches. No more than one fastener may be installed in an individual hollow concreteFasteners installed into the face or end of hollow CMU must have masonry unit cell. into the mortar joint.For installations into hollow CMU walls, fasteners may not be placed a minimum spacing distance of 4 inches and a minimum edge distance 3-3/4 inches. Fasteners installed into grout-filled concrete masonry must have Fasteners must not be driven until the masonry has reached the minimum designated compressive strength. Concrete masonry must be minimum 8-inch wide, minimum Grade N, TypeFasteners must not be driven until the masonry has reached the to ASTM C90. Mortar must be minimum Type N complying with ASTM C270. Grout must be coarse grout complyingII, lightweight, medium-weight or normal-weight units conforming Mechanically Galvanized (MG) fasteners can be considered for use with preservative treated lumber. Mechanically Galvanized (MG) fasteners can be considered for use reliability. Multiple fasteners are recommended for any attachment for increased safety factors may be necessary depending on the application such as life safety. safety factors may be necessary be a minimum of three times the fastener embedment depth. Concrete member thickness must 1-3/4 inches. spacing distance of 4 inches and a minimum edge distance of Fasteners must have a minimum 7/8 inch; minimum washer bearing area is 0.55 inch Minimum nominal washer size is (F Fastener bending yield strength from ends of the sill plates with a maximum fastener spacing of 3 feet which is applicable to a maximum wall height ofFor interior nonstructural walls, fasteners must be placed at 6 inches are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. Other14 feet in accordance with ICC-ES AC70. Interior nonstructural walls for compliance with the applicable code using the tabulated and noted information. attachments including perimeter anchorage must be investigated Fasteners must not be driven until the concrete has reached the minimum designated compressive strength. the concrete has reached the minimum designated compressive Fasteners must not be driven until code. substrate must be investigated for compliance with the applicable values are for the fasteners only. Wood members connected with the The tabulated tension and shear of additional with ICC-ES AC70; the minimum applied factor of safety is 5.0. Consideration using minimum required factors of safety in accordance Allowable load capacities are calculated 7. 8. 9. 10. 11. 2. 3. 4. 5. 6. 1. 9. 10. 4. 5. 6. 7. 8. 1. 2. 3. 0.300" Head Drive Pin Allowable Load Capacities for Powder Actuated Fasteners in Concrete Masonry (CMU) Allowable Load Capacities for Powder Allowable Load Capacities for Powder Actuated Fasteners used to Install Wood Sill Plates Install Wood Sill Fasteners used to Powder Actuated Load Capacities for Allowable Concrete into Normal-Weight ata rmance D erfo P Powder Actuated
TECHNICAL GUIDE – Powder Actuated ©2021 DEWALT – REV. a 3 ORDERING INFORMATION A Nominal andAvailablePull-OverStrengthsforLightGaugeSteelFramingwithPower-DrivenFasteners Allowable LoadCapacitiesforPowderActuatedFastenersinASTMA36Steel NCHORS &F with 7/8"or1"washer 2. 1. 3. 6. 5. 4. 3. 2. 1. 0.300" DiameterHeadDrivePins 0.300" DiameterHeadDrivePinswithTopHat 0.300" DiameterHeadDrive Pinswith3/4"Washer 0.300" HeadDrivePin 0.300" HeadDrivePin Black pinshaveablackcoatinginsteadofzincplating. (K) =knurled (K) =knurled Fastener Description (0.145" SmoothShank) (0.145" KnurledShank) 0.300" HeadDrivePin 0.300" HeadDrivePin Steel orframingmemberwithtensilestrengthof58ksiassumedforcalculatingtabulatedvalues. Allowable pullovercapacitiesofsheetsteelorframingmembershouldbecomparedtothefastenertensilecapacityinconcrete,masonrydeterminecontrollingresistanceload. Tabulated pull-overstrengthswerecalculatedinaccordancewithICC-ESAC70andAISIS100-16.Allowableloadvaluesarebasedonasafetyfactorof3.0. Multiple fasteners are recommended for any attachment for increased reliability. Multiple fastenersarerecommendedforanyattachmentincreasedreliability. may begivenbasedonapplicationorjobsitetesting. Fasteners musthaveaminimumspacingdistanceof1-1/2inchesandedge1/2inchinaccordancewithASTME1190.Considerationsmallerdistances The fastenersmustbeembeddedaminimumof0.50inchintothesteel;fastenerpointpenetrationthroughsteelisnotnecessaryprovidedembedmentachieved. safety factorsmaybenecessarydependingontheapplicationsuchaslifesafety. Allowable loadcapacitiesarecalculatedusingminimumrequiredfactorsofsafetyinaccordancewithICC-ESAC70;theappliedfactoris5.0.Considerationadditional The tabulatedtensionandshearvaluesareforthefastenersonly.Steelorwoodmembersconnectedtosteelsubstratemustbeinvestigatedcompliancewithapplicablecode. penetrate thesteelmemberunlessotherwisenoted. Fastener capacitiesarebasedonthebasesteelwithaminimumyieldstrength(F Cat. No. Cat. No. Cat. No. 50012 50144 50140 50138 50136 50048 50044 50040 50038 50034 50032 50026 50023 50022 50016 50070 Description Description Fastener ASTENERS Diameter 0.145" 0.145" Shank Shank Shank Length Shank Length Shank Length 3/4" (black) 5/8" (K) 1/2" (K) 5/8" (K) 1/2" (K) 2-1/2" 2-1/4" 1-1/2" 1-1/4" 3/4" 3/4" 3/4" Tension 3" 2" 1" 1" (0.8) (1.0) (kN) 170 220 lbs. Nominal 3,120 1,560 (lbs) 1/8 16 Gauge Shear (1.2) (0.9) (kN) 265 200 lbs. Shank Diameter Shank Diameter Shank Diameter Available 1,040 (lbs) 520 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" Tension (1.6) (1.5) (kN) 355 340 lbs. Nominal 1,250 2,495 (lbs) 3/16 18 Gauge y ) of36ksiandaminimumultimatetensilestrength(F Shear (2.5) (2.7) (kN) 565 610 lbs. Minimum ThicknessofSteelorFramingMember Available Ctn Qty Ctn Qty Ctn Qty (lbs) 415 830 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Nominal SteelThickness(inch) Tension (1.8) (2.0) (kN) 410 445 lbs. Nominal 1,875 (lbs) 935 1/4 20 Gauge Shear Mstr Qty Mstr Qty Mstr Qty (2.5) (2.5) (kN) 560 560 lbs. 1,000 1,000 1,000 1,000 1,000 1,000 5,000 5,000 5,000 5,000 5,000 5,000 5,000 5,000 5,000 1,000 Available (lbs) 310 625 1,2,3,5,6 Tension (2.1) (2.3) (kN) 465 520 lbs. Nominal u ) of 58 ksi. The pointed portion of the fastener must ) of58ksi.Thepointedportionthefastenermust 1,560 (lbs) 780 22 Gauge 3/8 Shear Available (1.7) (2.7) (kN) 390 605 lbs. (lbs) 260 520 Tension Nominal (1.7) (2.2) (kN) 390 490 1,090 lbs. (lbs) 545 1,2,3 Ordering Information 25 Gauge 1/2 (4) Available Shear (2.3) (2.6) (kN) 520 575 (lbs) lbs. 180 365
4 TECHNICAL GUIDE – Powder Actuated ©2021 DEWALT – REV. a Powder Actuated ASTENERS NCHORS & F NCHORS A 5,000 5,000 5,000 5,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 5,000 5,000 5,000 5,000 Mstr Qty Mstr Qty Mstr Qty Mstr Qty Mstr Qty Mstr Qty 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 Ctn Qty Ctn Qty Ctn Qty Ctn Qty Ctn Qty Ctn Qty 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" 0.145" Shank Dia. Shank Dia. Shank Dia. Shank Dia. 0.181/0.150" Shank Diameter Shank Diameter 2" 3" 3" 3" 1" 2" 3" 2" 2" 3" 2-1/2" 2-1/2" 1-1/4" 1-1/2" 2-1/2" 1-1/2" 2-1/2" 1-7/8" 1-1/2" 1-1/2" 1-1/4" 1-1/2" 2-1/2" Shank Length Shank Length Shank Length Shank Length Shank Length Shank Length
50126 50057 50122 50110 50112 50114 50116 50096 50098 50100 50108 50090 50092 50094 50120* Cat. No. Cat. No. Cat. No. Cat. No. Cat. No. Cat. No. 50115MG 50110MG 50112MG 50113MG 50034MG 50038MG 50045MG 50047MG lumber. The fasteners are available with a round washer for increased pullover resistance. lumber. The fasteners are available with a round washer for increased lumber. The fasteners are available with a round washer for increased pullover resistance. lumber. The fasteners are available with a round washer for increased Ballistic point pins have a zinc plating. Mechanically Galvanized (MG) fasteners meet ASTM B695, Class 55. Fasteners are designed for fastening through pressure treatedMechanically Galvanized (MG) fasteners meet ASTM B695, Class Mechanically Galvanized (MG) fasteners meet ASTM B695, Class 55. Fasteners are designed for fastening through pressure treatedMechanically Galvanized (MG) fasteners meet ASTM B695, Class *Square Washer 0.300" Diameter Head Ballistic Point Drive Pins 0.300" Diameter Head Drive Pins with 1-7/8" Insulation Washer 0.300" Diameter Head Drive Pins with 0.300" Diameter Head Drive Pins with 1" Washer (Mechanically Galvanized) 0.300" Diameter Head Drive Pins with 0.300" Diameter Head Drive Pins (Mechanically Galvanized) 0.300" Diameter Head Drive Pins (Mechanically 0.300" Diameter Head Drive Pins with 1" Washer 0.300" Diameter Head 0.300" Diameter Head Drive Pins with 7/8" Washer Head Drive 0.300" Diameter on ng Informati Orderi Powder Actuated
TECHNICAL GUIDE – Powder Actuated ©2021 DEWALT – REV. a 5