Hilti Dx Ptg 2021 Final Powder Actuated Direct Fastening Tools User Manual

HILTI DX PTG 2021 Final Powder actuated direct fastening tools

• The following pages are an excerpt from the North American Product Technical Guide, Volume 1: Direct Fastening Technical Guide, Edition 21.
• Please refer to the publication in its entirety for complete details on this product including data development, base materials, general suitability, installation, corrosion, and product specifications.
• Direct Fastening Technical Guide, Edition 21
• To consult directly with a team member regarding our direct fastening products, contact Hilti’s team of technical support specialists between the hours of 7:00am – 5:00pm CST.
• US: 877-749-6337 or [email protected]
  CA: 1-800-363-4458 ext. 6 or [email protected]

DIMENSION

Approvals/Listings

• ICC-ES (International Code Council) ESR-2776 with LABCjLARC Supplement, ESR-2197 with LABCjLARC Supplement, ESR-1169, ESR-2657
• IAPMO (Uniform Evaluation Service) Co-listings ER-0217, ER-0161, ER-0329
• FM (Factory Mutual)
  For attaching Class 1 Steel Roof Decks with wind uplift ratings up to 1-330. Refer to FM RoofNav for specific assembly listings.
• UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification)
• ABS (American Bureau of Shipping)

  

PRODUCT DESCRIPTION

• The Hilti structural steel deck fastening system consists of powder-actuated tools which are primarily used with one fastener: the X-ENP-19 L 15, which is available either collated or non-collated.
• For most structural steel decking jobs, the tool of choice is the DX 9-ENP tool. This self-contained stand up decking tool is powered by 0.27 caliber long cartridges, which are loaded into the tool in strips of 40.
• The cartridges drive the X-ENP-19 L 15 MXR fastener (collated version) into almost any type of steel deck and base steel thicknesses greater than or equal to 1/4″. These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 9-ENP tool along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour.
• Other tools include the hand held
• DX 76-MX, a semi-automatic magazine tool. Other configurations of the DX 76 include a single fastener guide variation of the tool for miscellaneous use.
  Hilti X-ENP-19 steel deck fasteners comply with ANSI/SDI RD1 .0, C1 .0 and NC1 .0 standards.

MATERIAL SPECIFICATIONS

ASTM 8633, SC 1, Type Ill. Reference Section 2.3.3.1 for more information.

TECHNICAL DATA

Allowable pullout loads for attachments to steel base material lb (kN}

1. These values represent testing performed in ASTM A36 plate steel.
2. The values must be compared with allowable tensile pullover values.
3. Allowable values based on safety factor of 5.0.
4. Allowable values are based on minimum 1/2″ penetration depth through or into base steel. For 3/8″ penetration depth into 1/2″ and thicker steels, reduce the allowable load capacity to 635 lb (2.79 kN).

Allowable pullover and shear bearing loads for attaching steel deck1.2,3

1. Minimum base steel thickness must be greater than or equal to 1/4″ (6 mm).
2. Allowable values are based on a safety factor of 3.0.
3. Loads based on ASTM A 1008, or minimum ASTM A653 SQ33 steel deck.

Direct Fastening Technical Guide, Edition 21

Allowable Stress Design (ASD)-Allowable diaphragm shears, SASD, (plf) and stiffness factors, G’, (kips/in.) for standard
1-1/2″ deep flutes, 6″ center-to-center steel deck (FY i!: 50 ksi; Fu i!: 65 ksi) installed with Hilti X-ENP-19 L 15 fasteners with 36/11 or 36/9 end and interior support fastener patterns 1 .2,3,4.s,5,7

1. tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 1/4″.
2. Tabulated ASD diaphragm shear loads are calculated with a safety factor (OJ of 00 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply S””‘ values in table by 2.00 and divide by a safety factor (0) of 2.30. Panel buckling has been checked.
3. Please refer to footnotes 3 through 7 on page

Allowable Stress Design (ASD)-Allowable diaphragm shears, SASD, (plf) and stiffness factors, G’, (kips/in.) for standard 1-1/2″ deep flutes, 6″ center-to-center steel deck (FY i? 50 ksi; F” i? 65 ksi) installed with Hilti X-ENP-19 L 15 fasteners with 36/7 or 36/4 end and interior support fastener patterns 1 .2,3,4.s,5,6,7

1. Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 2: 1/4″.
2. Tabulated ASD diaphragm shear loads are calculated with a safety factor (Q) of 2.00 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply S.., values in table by 2.00 and divide by a safety factor (Q) of 2.30. Panel buckling has been checked.
3. Please refer to footnotes 3 through 7 on page 171.

Load Resistance Factor Design (LRFD)- Factored resistance diaphragm shears, SLRFo’ (plf) and stiffness factors, G’,
(kips/in.) for standard 1-1/2″ deep flutes, 6″ center-to-center steel deck (FY 50 ksi; F1u 2 3 465 5 6 7 ksi) installed with Hilti
X-ENP-19 L 15 fasteners with 36/11 or 36/9 end and interior support fastener patterns 1234567

1. Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 2: 1/4″.
2. Tabulated LRFD diaphragm shear loads are calculated with a phi factor (<I>) of 0.80 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.80 and multiply by a phi factor (<I>) of 0.70. Panel buckling has been checked.
3. Please refer to footnotes 3 through 7 on page 171.

Limit States Design (LSD)- Factored resistance diaphragm shears, SLSo• (N/mm) and stiffness factors, G’, (103 N/mm) for
standard 38mm deep flutes, 152mm center-to-center deck (Fi345 Mpa; F.i?:450 Mpa) installed with Hilti X-ENP-19 L 15 fasteners with 914/11 (36/11) or 914/9 (36/9) end and interior support fastener patterns 1•2•3•4•5•6•7

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 6 mm.
2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (<I>) of 0. 75 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0. 75 and multiply by a phi factor (<I>) of 0.55. Panel buckling has been checked.
3 Please refer to footnotes 3 through 7 on page 171.

Limit States Design (LSD)- Factored resistance diaphragm shears, SLSo• (N/mm) and stiffness factors, G’, (103 N/mm) for
standard 38mm deep flutes, 152mm center-to-center deck (F i:345 Mpa; F ui:!:450 Mpa) installed with Hilti X-ENP-19 L 15 fasteners with 914/7 (36/7) or 914/4 (36/4) end and interior support fastener patterns1•2•3•4•5•6•7

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 2: 6 mm.
2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (<I>) of 0.75 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.75 and multiply by a phi factor (<I>) of 0.55. Panel buckling has been checked.
3 Please refer to footnotes 3 through 7 on page 171.

ORDERING INFORMATION

DX 9-ENP Decking System