ICC ESR-1752 for Low Velocity Power Driven Track Fasteners

ManualsBrandsHilti ManualsDirect FasteningX-P G3 MX Concrete nails (collated)

Table Of Contents

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

ICC-ES Evaluation Report Reissued September 2021

ESR-1752

This report is subject to renewal September 2023.

DIVISION: 03 00 00—CONCRETE

Section: 03 15 00—Concrete Accessories

Section: 03 16 00—Concrete Anchors

DIVISION: 04 00 00—MASONRY

Section: 04 05 19.16—Masonry Anchors

DIVISION: 05 00 00—METALS

Section: 05 05 23—Metal Fastenings

DIVISION: 09 00 00—FINISHES

Section: 09 22 16.23—Fasteners

REPORT HOLDER:

HILTI, INC.

EVALUATION SUBJECT:

HILTI LOW-VELOCITY POWER-ACTUATED

FASTENERS

1.0 EVALUATION SCOPE

Compliance with the following codes:

 2021, 2018, 2015 and 2012 International Buildi

Code

(IBC)



2021, 2018, 2015 and 2012 International Residential

Code

(IRC)

For evaluation for compliance with codes adopted by the

Los Angeles Department of Building and Safety (LADBS),

see ESR-1752 LABC and LARC Supplement.

Property evaluated:

Structural

2.0 USES

Hilti low-velocity power-actuated fasteners are used with

powder-actuated, gas-driven or electro-mechanically

driven tools to attach light-gage cold-formed steel framing

and nonstructural components to base materials of normal

weight concrete, sand-lightweight concrete, metal deck

panels with sand-lightweight concrete fill, concrete

masonry and structural steel. The fasteners are

alternatives to the cast-in-place anchors described in IBC

Section 1901.3 (2012 IBC Section 1908) for placement in

concrete; the embedded anchors described in Section

8.1.3 of TMS 402, referenced in Section 2107 of the IBC,

respectively (Section 2.1.4 of TMS 402-11, referenced in

Section 2107 of the 2012 IBC) for placement in masonry;

and the welds and bolts used to attach materials to steel,

described in IBC Sections 2204.1 and 2204.2, respectively.

For structures regulated under the IRC, the fasteners may

be used where an engineered design is submitted in

accordance with IRC Section R301.1.3.

3.0 DESCRIPTION

3.1 Fasteners:

Hilti low-velocity power-actuated fasteners (PAFs) are

manufactured from hardened steel complying with the

manufacturer’s quality documentation. See Table 1 for

shank type, fastener dimensions and coating description.

Maximum point length is the maximum specified length

from the tip of the fastener to the location where the

diameter of the shank becomes constant. Minimum

effective shank length is the minimum specified length from

the underside of the fastener head to the tip of the

fastener.

3.2 Substrate Materials:

3.2.1 Concrete: Normalweight and sand-lightweight

concrete must comply with IBC Chapter 19 or IRC Section

R402.2, as applicable. The minimum concrete

compressive strength at the time of fastener installation

must be as noted in the applicable allowable load table.

3.2.2 Concrete Masonry: Concrete masonry units

(CMUs) must be minimum 8-inch-thick (203 mm), and

must comply with ASTM C90. Mortar must comply with

ASTM C270. Grout must be course grout complying with

ASTM C476. Concrete masonry walls must have minimum

compressive strength, f

′

, of 1,500 psi (10.3 MPa). See

Table 6 for applicable CMU density and mortar type.

3.2.3 Steel: Structural steel supports must comply with

the minimum requirements of ASTM A36, ASTM A572

Grade 50 or ASTM A992, as applicable, and must have

minimum yield and tensile strengths and thickness as

noted in Table 2.

3.2.4 Steel Deck Panels: Steel deck panel properties

and configurations must be as described in footnote 4 of

Tables 4 and 5 and Figures 15 through 17.

4.0 DESIGN AND INSTALLATION

4.1 Design:

4.1.1 General: Selection of fasteners must take into

consideration the applicable base material and the length

Summary of content (14 pages)

PAGE 1
www.icc-es.org | (800) 423-6587 | (562) 699-0543 ICC-ES Evaluation Report ESR-1752 DIVISION: 03 00 00—CONCRETE Section: 03 15 00—Concrete Accessories Section: 03 16 00—Concrete Anchors DIVISION: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.23—Fasteners REPORT HOLDER: HILTI, INC. EVALUATION SUBJECT: HILTI LOW-VELOCITY POWER-ACTUATED FASTENERS 1.
PAGE 2
ESR-1752 | Most Widely Accepted and Trusted of the fastener. The minimum fastener length must be determined as follows: For installation into concrete, concrete-filled steel deck panels, concrete masonry and steel base materials, the minimum effective shank length shown in Table 1 must equal or exceed the sum of the thickness of the attached material and the minimum embedment depth (penetration) shown in the applicable tables in this report.
PAGE 3
ESR-1752 | Most Widely Accepted and Trusted 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 the allowable load described in Item 3, above, when attaching to steel. Substantiating calculations must be submitted addressing the fastener-to-base-material capacity and the fastener-to-attached-material capacity.
PAGE 4
ESR-1752 | Most Widely Accepted and Trusted Page 4 of 14 TABLE 1—FASTENER DESCRIPTION AND APPLICATIONS1 FASTENER X-C ## X-C22 P8TH X-C20 THP X-S13 THP X-S16P8TH X-GN20 X-GN27 X-GN32 X-GN39 X-C 39 G2 X-C 39 G3 X-EGN14 X-GHP## FASTENER DESCRIPTION Powder Actuated Standard Fastener (Figure 1) Powder Actuated Standard Fastener w/ Metal Tophat Washer (Figure 2) Powder Actuated Standard Fastener w/ Plastic Tophat Washer (Figure 3) Powder Actuated Steel Fastener w/ Plastic Tophat Washer (Figure 4) Powder
PAGE 5
ESR-1752 | Most Widely Accepted and Trusted Page 5 of 14 TABLE 2—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO STEEL1,2,3,4 FASTENER SHANK DIAMETER (INCH) ALLOWABLE LOADS (lbf) Steel Thickness (inch): 1 3 Load Direction: Tension Shear /8 1 /16 3 1 3 Tension Shear Tension Shear Tension Shear /4 Tension Shear /8 Tension Shear /2 /4 X-S13 THP 0.145 14010 300 30010 450 30010 450 30010 450 -- -- -- -- X-S16P8TH 0.
PAGE 6
ESR-1752 | Most Widely Accepted and Trusted Page 6 of 14 TABLE 3—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMALWEIGHT CONCRETE1,2,3 SHANK MINIMUM DIAMETER EMBEDMENT (inch) DEPTH (inches) FASTENER ALLOWABLE LOADS (lbf) Concrete Compressive Strength: 2,000 psi Load Direction: /4 3 X-C ## (Black Collated Strip or Guidance Washer) 0.
PAGE 7
ESR-1752 | Most Widely Accepted and Trusted Page 7 of 14 TABLE 4—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO MINIMUM 3,000 psi LIGHTWEIGHT CONCRETE AND LIGHTWEIGHT CONCRETE OVER 3-INCH-DEEP, COMPOSITE STEEL DECK PANELS 1,2,3 MINIMUM SHANK EMBEDMENT DIAMETER DEPTH (inch) (inches) FASTENER Fastener Location: Load Direction: 0.
PAGE 8
ESR-1752 | Most Widely Accepted and Trusted Page 8 of 14 TABLE 5—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO MINIMUM 3,000 psi SAND-LIGHTWEIGHT CONCRETE OVER 11/2-INCH-DEEP, B-DECK STEEL PANEL1,2,3 MINIMUM SHANK EMBEDMENT DIAMETER DEPTH (inch) (inches) FASTENER ALLOWABLE LOADS (lbf) Fasteners Installed Through Steel Deck Panel into Concrete4 Fastener Location: Upper Flute Load Direction: X-C ##5 0.138 X-C22 P8TH 5 0.138 X-GN ## (except for X-GN 39) X-C ## G3 (except for X-C 39 G3) X-C ## B3 0.
PAGE 9
ESR-1752 | Most Widely Accepted and Trusted Page 9 of 14 TABLE 6—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY 1,2,9,11 FASTENER SHANK MINIMUM CMU TYPE, DIAMETER EMBEDMENT (inch) DEPTH (inch) MORTAR TYPE ALLOWABLE LOADS (lbf) Masonry Type: Hollow CMU Face Shell3 Fastener Location: /4 3 0.138 X-GN ## (except for X-GN 39) X-C ## G3 (except for X-C 39 G3) X-C ## B3 0.118 X-GN39 X-C 39 G2 X-C 39 G3 0.101 X-C ## G2 (except for X-C 39 G2) X-C 36 B3 0.
PAGE 10
ESR-1752 | Most Widely Accepted and Trusted FIGURE 1—HILTI X-C ## FASTENER FIGURE 3—HILTI X-C20 THP FASTENER Page 10 of 14 FIGURE 2—HILTI X-C22 P8TH/X-S16 P8TH FASTENER FIGURE 4—HILTI X-S13 THP FASTENER FIGURE 5—HILTI X-GN## FASTENER (Except X-GN39) FIGURE 6—HILTI X-GN39 FASTENER (X-C 39 G2 and X-C 39 G3 similar) FIGURE 7—HILTI X-EGN14 FASTENER FIGURE 8—HILTI X-GHP## FASTENER FIGURE 9—HILTI X-C ## G3 FASTENER (Except X-C 39 G3) FIGURE 10—HILTI X-S 14 G3/X-P G3 FASTENER FIGURE 11—HILTI X-C ## G2
PAGE 11
ESR-1752 | Most Widely Accepted and Trusted Page 11 of 14 See Table 4 FIGURE 15—HILTI FASTENER LOCATIONS IN 3-INCH-DEEP COMPOSITE FLOOR DECK PANEL See Table 5 FIGURE 16—HILTI FASTENER LOCATIONS IN 11/2-INCH-DEEP COMPOSITE FLOOR DECK PANEL See Table 5 For SI: 1 inch = 25.4 mm, 1 psi = 6895 Pa.
PAGE 12
ESR-1752 | Most Widely Accepted and Trusted FIGURE 18—ZONE FOR FASTENER INSTALLATION IN FACE SHELL OF CMU Page 12 of 14
PAGE 13
ICC-ES Evaluation Report ESR-1752 LABC and LARC Supplement Reissued September 2021 This report is subject to renewal September 2023. 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: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.
PAGE 14
ICC-ES Evaluation Report ESR-1752 FBC Supplement Reissued September 2021 This report is subject to renewal September 2023. 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: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.