0 ICC ES Report ICC ES (800) 42 6587 (562) 699 054 www.icc es.orgg 000 Most Widely Accepted and Trusted ESR 2269 Reissued 02/205 This report is subject to renewal 02/207. DIVISION: 0 00 00 CONCRETE SECTION: 0 5 00 CONCRETE ACCESSORIES SECTION: 0 6 00 CONCRETE ANCHORS DIVISION: 04 00 00 MASONRY SECTION: 04 05 9.6 MASONRY ANCHORS DIVISION: 05 00 00 METALS SECTION: 05 05 2 METALL FASTENINGS DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION: 06 05 2 WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: HILTI, INC. 5400 SOUTH 22 ND EAST AVENUE TULSA, OKLAHOMA 7446 EVALUATION SUBJECT: HILTI LOW VELOCITY X U AND X U 5 UNIVERSAL POWDER DRIVEN FASTENERS Look for the trusted marks of Conformity! 204 Recipient of Prestigiouss Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of 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 off the report orr a recommendation for its use. Theree is no warranty by ICC Evaluation Service, LLC, expresss or implied, ass to any finding or other matter in this report, or as to any product covered by the report. Copyright 205
ICC-ES Evaluation Report www.icc-es.org (800) 42-6587 (562) 699-054 ESR-2269* Reissued February 205 This report is subject to renewal February 207. A Subsidiary of the International Code Council DIVISION: 0 00 00 CONCRETE Section: 0 5 00 Concrete Accessories Section: 0 6 00 Concrete Anchors DIVISION: 04 00 00 MASONRY Section: 04 05 9.6 Masonry Anchors DIVISION: 05 00 00 METALS Section: 05 05 2 Metal Fastenings DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 05 2 Wood, Plastic, and Composite Fastenings REPORT HOLDER: HILTI, INC. 5400 SOUTH 22 nd EAST AVENUE TULSA, OKLAHOMA 7446 (800) 879-8000 www.us.hilti.com HNATechnicalServices@hilti.com EVALUATION SUBJECT: HILTI LOW-VELOCITY X-U AND X-U 5 UNIVERSAL POWDER DRIVEN FASTENERS.0 EVALUATION SCOPE Compliance with the following codes: 202, 2009 and 2006 International Building Code (IBC) 202, 2009 and 2006 International Residential Code (IRC) 20 Abu Dhabi International Building Code (ADIBC) The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES 2. General: The Hilti X-U fasteners are used to attach wood, light gage steel, and other building elements to normal-weight and sand-lightweight concrete, steel deck panels with sandlightweight concrete fill, concrete masonry and steel base materials. The Hilti X-U 5 fasteners are used to attach light gage steel and other building elements to steel. The fasteners are alternatives to the cast-in-place anchors described in 202 IBC Section 908 (2009 and 2006 IBC Section 9) for placement in concrete; the embedded anchors described in Section 2..4 of TMS 402/ACI 50/ASCE 5 under the 202 IBC (Section 2. of ACI 50 for the 2009 and 2006 IBC), which is referenced in IBC Section 207, for placement in grouted masonry; and the welds and bolts used to attach materials to steel, described in IBC Sections 2204. and 2204.2, respectively. The fasteners may be used where an engineered design is submitted in accordance with IRC Section R0... 2.2 Horizontal Diaphragms: The Hilti X-U fasteners may be used as alternates to 0d common nails for fastening wood structural panel horizontal diaphragms to structural steel members..0 DESCRIPTION. Fasteners:.. X-U: The X-U fasteners are powder-driven fasteners made from hardened steel complying with the manufacturer s quality documentation, austempered to a Rockwell C nominal hardness of 58 and zinc-plated in accordance with ASTM B6 SC, Type III. The fasteners have a shank diameter of 0.57 inch (4.0 mm), a head diameter of 0.2 inch (8.2 mm) and a knurled tip, and come in lengths ranging from 0.6 inch to 2.8 inches (6 to 72 mm). See Figure for the fastener configuration...2 X-U 5: The X-U 5 fasteners are powder-driven fasteners made from hardened steel complying with the manufacturer s quality documentation, austempered to a Rockwell C nominal hardness of 59 and zinc plated in accordance with ASTM B6 SC, Type III. The fasteners have a shank diameter of 0.45 inch (.7 mm), a head diameter of 0.2 inch (8.2 mm) and a shank length of 0.6 inch (6 mm). See Figure 2 for the fastener configuration..2 Concrete: Normal-weight and sand-lightweight concrete must conform to IBC Chapter 9 or IRC Section R402.2, as applicable. The minimum concrete compressive strength at the time of fastener installation is noted in the tables of this report. Hollow core precast concrete slabs must conform to the cross-sectional dimensions shown in Figure 6.. Masonry: Masonry must be comprised of normal-weight or lightweight concrete masonry units (CMUs) complying with ASTM C90. Mortar must comply with ASTM C270 Type S *Revised June 205 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 205 Page of 0 000
ESR-2269 Most Widely Accepted and Trusted Page 2 of 0 in accordance with 202 IBC Section 20.9 (2009 and 2006 IBC Section 20.8) or IRC Section R607, as applicable. The CMUs must have a minimum width of 8 inches (20 mm). Where specified in Table 6 of this report, masonry construction must be fully grouted and must have minimum prism strength, f m, of,500 psi (0. MPa) at the time of fastener installation. Grout must comply with Article 2.2 of TMS 602/ACI 50./ASCE 6 (referenced in 202 IBC Section 20.) [2009 and 2006 IBC Section 20.2] or IRC Section R609.., as applicable..4 Steel Substrates: Structural steel must comply with the minimum strength requirements of ASTM A6, ASTM A572 Grade 50 or ASTM A992, and have a thickness as shown in Table 2. Steel deck panels must comply with a code-referenced material standard and must have the minimum thickness and minimum yield strength noted in Table 5. See Figures through 5 for panel configuration requirements..5 Cold-formed Steel Clips: Cold-formed steel clips must be the FCSC Fast Clip, FCEC Extended Fast Clip or UCEC Uni-Clip End Clip manufactured by Clark-Dietrich, as described in Table 7 and Figures 8 and 9 of this report and as described in ESR-2570..6 Wood Structural Panel Horizontal Diaphragms.6. Wood Structural Panel: Wood structural panels must have a minimum thickness of 5 / 2 inch (.9 mm) and must comply with the requirements of Section 4.2.6 of AWC SDPWS (which is referenced in IBC Section 205)..6.2 Structural Steel Supports: Structural steel framing members supporting the wood structural panel diaphragm must comply with the minimum strength requirements of ASTM A6, ASTM A572 Grade 50 or ASTM A992, and have a thickness greater than or equal to / 6 inch (4.8 mm) as shown in Table 2. 4.0 DESIGN AND INSTALLATION 4. Design: 4.. Allowable Loads for Individual Fasteners: The allowable shear and tension loads for the X-U and X-U 5 fasteners installed in steel, and the X-U fasteners installed in normal-weight concrete, sand-lightweight concrete, sand-lightweight concrete-filled steel deck and masonry, can be found in Tables 2 through 6 as summarized in Table. The most critical applied loads, excluding seismic load effects, resulting from the load combinations in IBC Section 605.. or 605..2 must not exceed these allowable loads. For fasteners which are subjected to seismic loads, see Section 4..5 for additional information. The stress increases and load reductions described in IBC Section 605. are not allowed. Allowable loads apply to the connection of the fastener to the base material only, and limit states such as pull-over and lateral bearing, which are governed by the properties of attached materials, are outside the scope of this report. Design of the connection to the attached material must comply with the applicable requirements of the IBC. Allowable loads for fasteners subjected to combined shear and tension forces are determined by the following formula: (p/p a ) + (v/v a ) where: p = Actual tension load, lbf (N). P a = Allowable tension load, lbf (N). v = Actual shear load, lbf (N). V a = Allowable shear load, lbf (N). 4..2 Attachment of Wood to Steel, Concrete, or Masonry: Reference lateral design values for nails determined in accordance with Part of ANSI/AF&PA NDS are applicable to Hilti fasteners of equal or greater shank diameter. The wood element must be considered to be the side member. The fastener bending yield strength used in determination of connection capacity is allowed to be taken as the value noted in the NDS based on the Hilti fastener shank diameter. Hilti carbon steel fasteners may be used in contact with fire-retardant-treated wood in dry, interior locations only, in accordance with 202 and 2009 IBC Section 204.9.5.4 and Hilti s recommendations. Use of fasteners in contact with preservative-treated wood or fire-retardant-treated wood in exterior applications is outside the scope of this report. 4.. Allowable Loads for Connections of Coldformed Steel Clips to Steel Base Material: Allowable loads for the connection of the steel clip angles described in Section.5 to steel base material are given in Table 7. The most critical applied loads, excluding seismic load effects, resulting from the load combinations in IBC Section 605.. or 605..2 must not exceed these allowable loads. The tension, shear and 45-degree loads are assumed to act independently. The stress increases and load reductions described in IBC Section 605. are not allowed. Allowable loads recognized in this report apply to the connection of the clip to the base material only. Design of the clip and the connection between the clip and the supported cold-formed steel member must comply with the applicable requirements of the IBC. Allowable loads for the FCSC and FCEC clips and for the connection of the clips to the supported cold-formed steel members are addressed in ESR-2570. 4..4 Wood Structural Panel Horizontal Diaphragms: When the X-U fastener is used to fasten wood structural panels to steel members, the fastener is recognized as equivalent to a 0d common nail. Diaphragm design, including fastener spacing, diaphragm capacity and diaphragm deflection, must comply with Section 4.2 of AWC SDPWS (which is referenced in IBC Section 205. and IBC Section 206.2 (2006 IBC Section 206.). 4..5 Seismic Considerations: The Hilti fasteners are recognized for use when subjected to seismic loads as follows:. The Hilti fasteners may be used with nonstructural components listed in Section..4 of ASCE 7, which are exempt from the requirements of ASCE 7. 2. The Hilti fasteners 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 90 lbf (400 N).. For interior, nonstructural walls that are not subject to sustained tension loads and are not a bracing application, the power-driven 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 shall be no more than 90 pounds (400 N) when attaching to concrete; and no more than the applicable allowable load shown in Table 2 when attaching to steel. Substantiating calculations shall be submitted to the code official addressing the fastener-
ESR-2269 Most Widely Accepted and Trusted Page of 0 to-base-material connection capacity and the fastener-to-attached-material connection 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 the report for the concrete or steel base material, as applicable. 4. The Hilti fasteners may be used in conjunction with wood structural panel diaphragms in accordance with Sections.6, 4..4 and 4.2.9. 5. For Hilti fasteners installed in steel base materials, the most critical load applied to each individual fastener must be determined from the applicable equations in IBC Section 605.. or Section 605..2 which include seismic load effects, and must not exceed the allowable load shown in Table 2. Except as noted in Item 4, above, recognition of the Hilti fasteners installed in steel base material for use in the design of lateral force resisting systems, such as shear walls and diaphragms, is outside the scope of this report. 4.2 Installation: 4.2. General: The X-U and X-U 5 fasteners must be installed in accordance with this report and the Hilti, Inc., published installation instructions. A copy of these instructions must be available on the jobsite at all times during installation. Installation must be limited to dry, interior locations. Fastener placement requires the use of a low-velocity powder-actuated tool in accordance with Hilti, Inc. recommendations. Installers must be certified by Hilti and have a current, Hilti-issued, operator s license. 4.2.2 Fastening to Steel: When installed in steel, minimum spacing between fasteners must be inch (25.4 mm) and minimum edge distance must be / 2 inch (2.7 mm). 4.2. Fastening to Concrete: Fasteners must be driven into the concrete after the concrete attains the concrete strength specified in the tables of this report. Minimum spacing between fasteners must be 4 inches (02 mm) and minimum edge distance must be inches (76 mm). Unless noted otherwise in this report, concrete thickness must be a minimum of three times the penetration depth of the fastener. 4.2.4 Fastening to Hollow Core Precast Concrete Slabs: Fasteners must be installed into the top or bottom of the hollow core precast concrete slab at the center of a core as shown in Figure 6, and must not make contact with the prestressing steel. The concrete thickness at these locations must be a minimum of / 8 inches thick. Spacing along the length of the slab must be a minimum of 4 inches (02 mm). 4.2.5 DX-KWIK System: Installation of the X-U fastener into normal-weight concrete, using the Hilti DX-KWIK system as an alternate procedure, requires the drilling of a pilot hole using a Special DX-KWIK drill bit (TX-C) supplied by Hilti, Inc., prior to the installation of the fastener with the powder-actuated tool. 4.2.6 Fastening to Sand-lightweight Concrete-filled Steel Deck Panels: Installation in sand-lightweight concrete-filled steel deck panels must comply with Figures through 5. Minimum distances from fastener centerline to rolled deck panel flute edges must be as depicted in Figures through 5. 4.2.7 Fastening to Masonry: Fasteners must be driven into the masonry after the mortar and grout materials have attained the specified strength. Fasteners must be located in accordance with Table 6. 4.2.8 Fastening Cold-formed Steel Clips to Steel: The X-U fasteners must be driven through the cold-formed steel clips in the locations shown in the figures in Table 7. The edge distance in the base steel must be a minimum of / 2 inch (2.7 mm). 4.2.9 Wood Structural Panel Diaphragms: The wood structural panels must be fastened with X-U fasteners to the steel members at the spacing specified in the approved plans. When used, the optional steel strap is placed on top of the panels and the fasteners are driven through the strap and panel into the supporting steel member. The minimum distance from the centerline of the fasteners to the edge of the panel is / 8 inch (9.5 mm). Fastener penetration and distance to the edge of the supporting steel member must be as described in Section 4.2.2. See Figure 0 for a typical installation detail showing one row of fasteners. Multiple rows of fasteners may be installed if required by the approved plans. The remainder of the diaphragm must be constructed in accordance with the code. 5.0 CONDITIONS OF USE The Hilti X-U and X-U 5 fasteners described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section.0 of this report, subject to the following conditions: 5. The fasteners are manufactured and identified in accordance with this report. 5.2 Fastener installation complies with this report and the Hilti, Inc., instructions. In the event of conflict between this report and the Hilti, Inc., published instructions, this report governs. 5. Calculations demonstrating that the actual loads are less than the allowable loads described in Section 4. 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. 5.4 Refer to Section 4..5 for seismic considerations. 5.5 The use of fasteners is limited to installation in uncracked concrete or masonry. Cracking occurs when f t > f r due to service loads or deformations. 5.6 Use of fasteners is limited to dry, interior locations, which include exterior walls which are protected by an exterior wall envelope. 5.7 Installation must comply with Section 4..2 regarding fasteners in contact with preservative-treated and fireretardant-treated wood. 5.8 Installers must be certified by Hilti, Inc., and have a current, Hilti-issued, operator s license. 6.0 EVIDENCE SUBMITTED 6. Data in accordance with the ICC-ES Acceptance Criteria for Fasteners Power-driven into Concrete, Steel and Masonry Elements (AC70), dated January 205, including seismic load test data in accordance with Annex A of AC70. 6.2 Test reports and engineering analysis regarding capacity of X-U fastener groups used to connect coldformed steel clips to steel base material.
ESR-2269 Most Widely Accepted and Trusted Page 4 of 0 7.0 IDENTIFICATION 7. Each package of fasteners is labeled with the fastener type and size, the manufacturer s name (Hilti) and the evaluation report number (ESR-2269). An H, for Hilti, is imprinted on the head of the fastener as shown in Figures and 2. 7.2 The cold-formed steel clip angles must be identified as described in ESR-2570. TABLE APPLICATION DESCRIPTIONS BASE MATERIAL POWDER-ACTUATED FASTENER INSTALLATION METHOD LOAD DATA Steel X-U and X-U 5 Fasteners Standard Table 2 Steel X-U Fastener Through cold-formed steel clip angle Table 7 Normal-Weight Concrete X-U Fastener Standard Table DX-KWIK Table 4 Hollow Core Precast Concrete X-U Fastener Standard Table Sand-lightweight Concrete X-U Fastener Standard -inch Deep Composite Floor Deck Panel X-U Fastener Standard Table 5 / 2 -inch Deep Composite Floor Deck Panel X-U Fastener Standard Hollow Concrete Masonry Units X-U Fastener Standard Grout-Filled Concrete Masonry Units X-U Fastener Standard Table 6 FASTENER FASTENER SHANK DESCRIPTION DIAMETER Universal Knurled Shank Universal Knurled Shank TABLE 2 ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO STEEL,2,6 (lbf) STEEL THICKNESS / 6 / 4 / 8 / 2 > / 4 Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear X-U 0.57 500 720 775 720 95 720 900 720 50 4 75 4 275 50 X-U 5 0.45 55 400 20 95 420 450 65 5 500 5 65 5 400 5 For SI: inch = 25.4 mm, lbf = 4.4 N; ksi = 6.9 MPa. Allowable load capacities are based on base steel with minimum yield strength (F y ) of 6 ksi and minimum tensile strength (F u ) of 58 ksi. 2 The fasteners must be driven to where the point of the fastener penetrates through the steel base material, unless otherwise noted. Based upon minimum point penetration of / 8 inch. 4 Based upon minimum point penetration of ½ inch. 5 Based upon minimum point penetration of 5 / 2 inch. 6 Allowable loads are applicable to static and seismic loads in accordance with Section 4.. TABLE ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMAL-WEIGHT CONCRETE,2 (lbf) FASTENER FASTENER SHANK MINIMUM CONCRETE COMPRESSIVE STRENGTH DESCRIPTION DIAMETER EMBEDMENT 2000 psi 4000 psi 6000 psi Tension Shear Tension Shear Tension Shear / 4 00 25 00 25 05 205 Universal 65 90 70 225 0 280 X-U 0.57 Knurled Shank / 4 240 0 280 0 80 425 / 2 275 420 25 420 For SI: inch = 25.4 mm, lbf = 4.4 N, psi = 6895 Pa. Unless otherwise noted, values apply to normal weight cast-in-place concrete. Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2 Unless otherwise noted, concrete thickness must be a minimum of times the embedment depth of the fastener. This allowable load value also applies to normal weight hollow core concrete slabs with f c of 6600 psi and minimum dimensions shown in Figure 6, when installed in accordance with Section 4.2.4.
ESR-2269 Most Widely Accepted and Trusted Page 5 of 0 FASTENER DESCRIPTION Universal Knurled Shank FASTENER X-U 47 P8 w/ DX-KWIK TABLE 4 ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMAL-WEIGHT CONCRETE USING DX-KWIK,2, (lbf) SHANK DIAMETER For SI: inch = 25.4 mm, lbf = 4.4 N, psi = 6895 Pa. MINIMUM EMBEDMENT CONCRETE COMPRESSIVE STRENGTH 4,000 psi 6,000 psi Tension Shear Tension Shear 0.57 / 2 95 405 60 570 X-U Fastener is installed using the DX-KWIK drilled pilot hole installation procedure described in Section 4.2.4. 2 Pilot holes must not be drilled until the concrete has reached the designated minimum compressive strength. Concrete thickness must be a minimum of times the embedment depth of the fastener. TABLE 5 ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO MINIMUM f c = 000 psi STRUCTURAL SAND-LIGHTWEIGHT CONCRETE WITH OR WITHOUT METAL DECK (lbf) FASTENER FASTENER DESCRIPTION SHANK DIAMETER MINIMUM EMBEDMENT Installed into Concrete 4 Tension Shear FASTENER LOCATION 5 Installed Through Metal Deck Panel into Concrete -inch deep composite floor deck panel 2 Tension Upper Flute Lower Flute Shear / 2 -inch deep composite floor deck panel Tension / 4 25 5 0 95 245 95 95 70 Universal 205 260 25 55 0 25 25 45 X-U 0.57 Knurled Shank / 4 5 45 295 200 75 / 2 425 475 400 260 40 For SI: inch = 25.4 mm, lbf = 4.4 N, psi = 6895 Pa. Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2 The steel deck profile for the -inch deep composite floor deck panel has a minimum thickness of 0.059 inch (0.9 mm) and a minimum F y of ksi. Lower and upper flute width must be a minimum of 7 / 8 inches. Figure shows the nominal flute dimensions, fastener locations, and load orientations for the deck panel profile. Sand-lightweight concrete fill above top of steel deck panel must be minimum / 4 inches thick. The steel deck profile for the / 2 -inch deep composite floor deck panel has a minimum thickness of 0.059 inch (0.9 mm) and a minimum F y of ksi. Lower flute and upper flute widths must be a minimum of / 4 inch and / 2 inch, respectively. This deck panel may also be inverted as shown in Figure 5. Figures 4 and 5 show the nominal flute dimensions, fastener locations, and load orientations for the deck panel profile. Sand-lightweight concrete fill above top of steel deck panel must be minimum 2 / 2 inches thick. 4 Concrete thickness must be a minimum of times the embedment depth of the fastener. 5 Minimum allowable spacing parallel to the deck flutes is 5. inches. Upper Flute Lower Flute Shear FASTENER DESCRIPTION TABLE 6 ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY UNITS,2, (lbf) FASTENER SHANK DIAMETER MINIMUM EMBEDMENT HOLLOW CMU GROUT-FILLED CMU Face Shell Mortar Joint 4 4 Top of Face Shell Mortar Joint Grouted Cell 6 Tension Shear 7 Tension Shear 5 Tension Shear 7 Tension Shear 5 Tension Shear 7 Universal X-U 0.57 70 85 25 70 225 220 50 90 65 240 Knurled Shank The tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section. of this report. 2 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell. The fastener must be installed a minimum of 4 inches from the edge of the wall. Fastener can be located in the face shell or mortar joint as shown in Figure 7 of this report. 4 Fasteners must be installed a minimum of 8 inches from the end of the wall. Multiple fasteners in a bed joint must be spaced a minimum of 8 inches. 5 Shear load direction can be horizontal or vertical (bed joint or T-Joint) along the CMU wall plane. 6 Fastener located in center of grouted cell installed vertically. 7 Shear load can be in any direction.
ESR-2269 Most Widely Accepted and Trusted Page 6 of 0 TABLE 7 ALLOWABLE LOADS FOR FASTENERS DRIVEN THROUGH THE SHORT LEG OF COLD-FORMED STEEL CLIPS INTO MINIMUM / 6 " BASE STEEL,2,,4,5 COLD-FORMED STEEL CLIP TYPE HILTI FASTENER LOAD DIRECTION 5 ALLOWABLE LOAD FOR FASTENER GROUP (lbf) NUMBER OF FASTENERS USED TO ATTACH CLIP TO SUPPORT AND LOCATIONS OF FASTENERS INSTALLED THROUGH THE SHORT LEG OF THE CLIP 4 2 Fasteners Tension 765 Fasteners FCEC X-U Tension 20 4 Fasteners Tension 595 FCSC and UCEC Tension 745 2 Fasteners UCEC Shear 25 45-degree 980 (FCSC) (UCEC) FCSC and UCEC Tension 90 Fasteners UCEC X-U Shear 00 45-degree 85 (FCSC) (UCEC) FCSC and UCEC Tension 225 4 Fasteners UCEC For SI: inch = 25.4 mm; lbf = 4.4 N; ksi = 6.9 MPa. Shear 75 45-degree 85 (FCSC) (UCEC) Allowable load capacities are based on base steel with minimum yield strength (F y ) of 6 ksi and minimum tensile strength (F u ) of 58 ksi. 2 The fasteners must be driven to where the point of the fastener penetrates through the steel base material. Allowable load values are for the connection of the cold-formed steel clip to base steel. Evaluation of the cold-formed steel clip itself and the connection of the cold-formed steel clip to the supported cold-formed steel members must be in accordance with ESR-2570. 4 See Figure 8 for steel clip dimensions. 5 See Figure 9 for a depiction of the load orientations.
ESR-2269 Most Widely Accepted and Trusted Page 7 of 0 FIGURE HILTI X-U FASTENER FIGURE 2 X-U 5 FASTENER FIGURE HILTI FASTENER LOCATION IN -INCH-DEEP COMPOSITE FLOOR DECK PANEL, NORMAL DECK PANEL PROFILE ORIENTATION FIGURE 4 HILTI FASTENER LOCATION IN / 2 -INCH-DEEP COMPOSITE FLOOR DECK PANEL, NORMAL DECK PANEL PROFILE ORIENTATION
ESR-2269 Most Widely Accepted and Trusted Page 8 of 0 FIGURE 5 HILTI FASTENER LOCATION IN / 2 -INCH-DEEP COMPOSITE FLOOR DECK PANEL, INVERTED DECK PANEL PROFILE ORIENTATION FIGURE 6 HILTI FASTENER LOCATION IN HOLLOW-CORE CONCRETE SLABS
ESR-2269 Most Widely Accepted and Trusted Page 9 of 0 FIGURE 7 LOCATIONS (NONSHADED AREAS) FOR HILTI FASTENERS IN CMU WALLS ClarkDietrich FastClip FCSC / 2 " ClarkDietrich Extended FastClip FCEC 6", 8", 0" & 2" ClarkDietrich FastClip FCSC 5 / 2 " ClarkDietrich Uni-Clip EndClip UCEC / 2 " FIGURE 8 CLARK-DIETRICH COLD-FORMED STEEL CLIP DIMENSIONS (Reference ESR-2570)
ESR-2269 Most Widely Accepted and Trusted Page 0 of 0 Tension Tension Shear 45-degree For FCEC and FCSC clips, tension loads applied perpendicular to the clips at any position along the slot. FIGURE 9 COLD-FORMED STEEL CLIP LOAD ORIENTATIONS FIGURE 0 WOOD STRUCTURAL PANEL DECK ATTACHMENT TO STEEL LEDGER WITH HILTI X-U UNIVERSAL POWDER DRIVEN FASTENER
ICC-ES Evaluation Report www.icc-es.org (800) 42-6587 (562) 699-054 ESR-2269 FBC Supplement* Reissued February 205 This report is subject to renewal February 207. A Subsidiary of the International Code Council DIVISION: 0 00 00 CONCRETE Section: 0 5 00 Concrete Accessories Section: 0 6 00 Concrete Anchors DIVISION: 04 00 00 MASONRY Section: 04 05 9.6 Masonry Anchors DIVISION: 05 00 00 METALS Section: 05 05 2 Metal Fastenings DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 05 2 Wood, Plastic, and Composite Fastenings REPORT HOLDER: HILTI, INC. 5400 SOUTH 22 ND EAST AVENUE TULSA, OKLAHOMA 7446 (800) 879-8000 www.us.hilti.com HNATechnicalServices@hilti.com EVALUATION SUBJECT: HILTI LOW-VELOCITY X-U AND X-U 5 UNIVERSAL POWDER DRIVEN FASTENERS.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Hilti Low-Velocity X-U and X-U 5 Universal Powder Driven Fasteners, recognized in ICC-ES master report ESR-2269, have also been evaluated for compliance with the codes noted below. Applicable code editions: 204 and 200 Florida Building Code Building 204 and 200 Florida Building Code Residential 2.0 CONCLUSIONS The Hilti Low-Velocity X-U and X-U 5 Universal Powder Driven Fasteners, described in Sections 2.0 through 7.0 of the master report ESR-2269, comply with the 204 and 200 Florida Building Code Building and the 204 and 200 Florida Building Code Residential, provided the design and installation are in accordance with the International Building Code provisions noted in the master report, and the following additional conditions apply: Design wind loads must be based on Section 609 of the 204 or 200 Florida Building Code Building or Section 0.2. of the 204 and 200 Florida Building Code Residential, as applicable. Load combinations must be in accordance with Section 605.2 or Section 605. of the 204 or 200 Florida Building Code Building, as applicable. Use of the Hilti Low-Velocity X-U and X-U 5 Universal Powder Driven Fasteners has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the 204 and 200 Florida Building Code Building and the 204 and 200 Florida Building Code Residential under the following conditions. *Revised June 205 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. 000 Copyright 205 Page of 2
ESR-2269 FBC Supplement Most Widely Accepted and Trusted Page 2 of 2 Design wind loads must be based on Section 620 of the 204 or 200 Florida Building Code Building, as applicable. The use of the Hilti Low-Velocity X-U and X-U 5 Universal Powder Driven Fasteners as a means of attachment for wood blocking, as defined in Section 20.. of the 204 and 200 Florida Building Code Building, in a roof assembly in the High-Velocity Hurricane Zone, is prohibited. Attachment of wood structural panel diaphragms to supporting steel framing members, as recognized in the master report, is acceptable. The fasteners have not been evaluated for use as cast-in-place anchors for compliance with the High-Velocity Hurricane Zone provisions, and this use is outside the scope of this evaluation report. For products falling under Florida Rule 9N-, verification that the report holder s quality-assurance program is audited by a quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued February 205 and revised June 205.