ESR ICC Evaluation Service, Inc. Reissued September 1, 2008 This report is subject to re-examination in one year.

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1 ESR- Reissued September, 00 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office # 0 Workman Mill Road, Whittier, California 900 # () 99-0 Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama # (0) Regional Office # 0 West Flossmoor Road, Country Club Hills, Illinois 0 # (0) 99-0 DIVISION: 0 CONCRETE Section: 0 Concrete Anchoring DIVISION: 0 MASONRY Section: 00 Masonry Anchorage DIVISION: 0 METALS Section: 0090 Metal Fastenings REPORT HOLDER: HILTI, INC. 00 SOUTH nd EAST AVENUE TULSA, OKLAHOMA EVALUATION SUBJECT: LOW-VELOCITY POWER-DRIVEN TRACK S.0 EVALUATION SCOPE Compliance with the following codes: # 00 International Building Code (IBC) # 00 International Residential Code (IRC) # 99 Uniform Building Code (UBC) # 999 Standard Building Code (SBC) Properties evaluated: Structural.0 USES Hilti low-velocity power-driven track fasteners are used to attach light-gage cold-formed steel framing to concrete, structural lightweight concrete, metal decks with structural lightweight concrete fill, concrete masonry units (CMU) and steel-base materials. The fasteners are alternatives to the cast-in-place anchors described in IBC Sections 9 and 9, UBC Section 9., and SBC Section 9 for placement in concrete; the embedded anchors described in Section.. of ACI 0 (which is referenced in IBC Section 0) and UBC Section 0.. for placement in grouted masonry; and the bolts used to attach materials to steel, described in IBC Section 0. and UBC Section 0.. The fasteners may be used where an engineered design is submitted in accordance with IRC Section R General: Hilti low-velocity power-driven track fasteners are manufactured from hardened steel complying with the manufacturer s quality documentation... X-EGN and X-GN: The X-EGN fastener is a gas driven fastener for installation into steel. It has a tapered smooth shank with a nominal diameter at the base of 0. inch (.0 mm). The X-GN fastener is a gas driven fastener for installation into concrete, CMU, and concrete filled metal deck. It has a tapered smooth shank with a nominal diameter at the base of 0. inch (.0 mm). All fastener head diameters are 0. inch (. mm). The fasteners have a -to--micron zinc finish, and are collated into plastic strips of ten fasteners each... X-DAK: The X-DAK fastener is a powder-actuated fastener for installation into steel. It has a stepped shank with a nominal diameter at the base of 0. inch (. mm). The fastener is zinc-plated to ASTM B, SC, Type III. Single fasteners are supplied with a premounted plastic washer. Collated fasteners are also available... X-DW: The X-DW fastener is a powder-actuated fastener for installation into steel, concrete, CMU and concrete filled metal deck. It has a smooth shank with a nominal diameter of 0. inch (.0 mm). The fastener is zinc-plated to ASTM B, SC, Type III... X-ZF: The X-ZF fastener is a powder-actuated fastener for installation into steel, concrete, CMU, and concrete filled metal deck. X-ZF fasteners with shank lengths of 9 / inch (. mm), / inch (9. mm) and / inch ( mm) have a shank diameter of 0. inch (. mm). All other X-ZF fasteners have a shank diameter of 0. inch (. mm). The fastener is zinc-plated to ASTM B, SC, Type III... X-ZFPT: The X-ZFPT fastener is a powderactuated fastener for installation into concrete and concrete filled metal deck. It has a shank diameter of 0. inch (. mm) and is supplied with a premounted steel tophat washer. The fastener is zinc-plated to ASTM B, SC, Type III... X-ZF0 THP: The X-ZF0 THP fastener is a powderactuated fastener for installation into structural lightweight concrete and concrete filled metal deck. It has a shank diameter of 0. inch (. mm) and is supplied with a premounted plastic tophat washer. The fastener is zinc-plated to ASTM B, SC, Type III... X-S THP: The X-S THP fastener is a powderactuated fastener for installation into steel. It has a shank diameter of 0. inch (. mm) and is supplied with a premounted plastic tophat washer. The fastener is zinc-plated to ASTM B, SC, Type III... X-SPTH: The X-SPTH fastener is a powder actuated fastener for installation into steel. It has a shank diameter of 0. inch (. mm) and is supplied with a premounted steel tophat washer and a plastic washer. The fastener is zinc-plated to ASTM B, SC, Type III.. Materials:.. Normal-weight Concrete: Normal-weight concrete must be stone-aggregate and comply with Section 90 of the 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, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 00 Page of

2 Page of ESR- IBC, Section 0. of the IRC, Section 90 of the SBC or Section 90 of the UBC, as applicable. The minimum concrete compressive strength at the time of fastener installation is noted in Table... Structural Lightweight Concrete: Structural lightweight concrete must be sand- lightweight and must comply with Section 90 of the IBC, Section 90 of the SBC or Section 90 of the UBC, as applicable. The minimum concrete compressive strength at the time of fastener installation is noted in Tables and... Concrete Masonry Units (CMU): Concrete masonry units must be nominally inches (0 mm) thick, minimum, normal weight block, complying with ASTM C 90 (IBC, IRC, SBC), or UBC Standard - as Grade N, Type. Mortar must be Type N (minimum) in accordance with Section 0. of the IBC, Section R0 of the IRC, Table 0.A or Table 0.B of the SBC, or Section 0. of the UBC. Grouted concrete-masonry construction must be fully grouted and must have minimum prism strength of,00 psi (0. MPa) at the time of fastener installation. Grout must comply with Section 0. of the IBC, Section R09.. of the IRC, Table 0.C of the SBC, or Section 0. of the UBC, as coarse grout... Steel: Structural steel used in supports must comply with the applicable referenced standard and must have minimum yield and tensile strengths and thickness as noted in Table... Steel Deck: Where fasteners are placed through a steel deck into structural lightweight concrete in accordance with Tables and and Figures, and, the steel deck must comply with the applicable reference standard. See the footnotes to Tables and for additional deck requirements..0 DESIGN AND INSTALLATION. Design: The allowable tension and shear loads for fasteners installed in structural steel are shown in Table and, respectively. The allowable tension and shear loads with required embedment depths, for fasteners installed in normal-weight concrete are shown in Table. The allowable tension and shear loads for fasteners installed in structural lightweight concrete are shown in Table. The allowable tension and shear loads for fasteners installed through steel deck into structural lightweight concrete fill are shown in Tables and. The allowable tension and shear loads with required embedment depths for fasteners installed in hollow and grouted concrete-masonry construction, are shown in Table. Allowable loads for fasteners subjected to combined shear and tension forces are determined by the following formula: (P s /P t ) + (V s /V t ) # where: P s = Applied service tension load, pounds (kg). P t = Allowable tension load, pounds (kg). V s = Applied service shear load, pounds (kg). V t = Allowable shear load, pounds (kg).. Installation: Fastener installation requires a Hilti low-velocity poweractuated tool used in accordance with the manufacturer s published installation instructions. When installation is in steel, minimum spacing between fasteners is inch ( mm) on center, and minimum edge distance is / inch (. mm). Unless otherwise noted, when installation is in normal-weight and structural lightweight concrete, minimum spacing between fasteners is inches (0 mm) on center and minimum edge distance is inches ( mm). Unless otherwise noted, concrete thickness must be a minimum of three times the embedment depth of the fastener. For concrete masonry units, the minimum fastener spacing is inches (0 mm), and the minimum edge (boundary) distance is inches (0 mm), with no more than one power-driven fastener installed per individual CMU cell. For fasteners installed into concrete or masonry, the fasteners must not be driven until the concrete or masonry has reached the designated strength.. Connections of Drywall Tracks to Foundation: Attachment of cold-formed steel tracks to the perimeter of concrete slabs is allowed under the following conditions:. No cold joint exists between the slab and foundation below the track.. Track is not installed on slabs supported by concrete block foundation walls..0 CONDITIONS OF USE The Hilti low-velocity power-driven track 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:. Fasteners are manufactured and identified in accordance with this report.. Fasteners must be installed in accordance with this report and the manufacturer s published installation instructions. In the event of conflicts between this report and the manufacturer s published installation instructions, this report governs.. The allowable tension and shear values must comply with Section. of this report. 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.. Use of fasteners in resisting earthquake loads is outside the scope of this report. Exception: Fasteners used with architectural, electrical and mechanical components as described in the exceptions to Section.. of ASCE/SEI (IBC and IRC), subject to the limitations of Section.. of ASCE.. The use of fasteners attaching cold-formed-steel tracks to foundations must comply with Section. of this report.. The fasteners must be limited to dry, interior locations.. 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..0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fasteners Power-driven in Concrete, Steel, and Masonry Elements (AC0), dated October IDENTIFICATION Hilti low-velocity power-driven track fasteners must be identified by an H imprinted on the fastener head. All fasteners must be packaged in containers that bear the fastener type and size, the manufacturer s name (Hilti, Inc.), and the evaluation report number (ESR-).

3 Page of ESR- TABLE ALLOWABLE LOADS FOR S DRIVEN INTO STEEL,,,, (lbs.) SHANK / / STEEL THICKNESS / Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Track Fastener X-S THP Drywall Track, Smooth Shank X-SPTH w/metal Tophat Washer Stepped Shank Knurling Lengthwise Drywall Track Smooth Shank X-DAK X-DW Track Fastener X-EGN Track Fastener X-EGN, For SI: inch =. mm, ksi =.9 MPa, lbf =.N. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the steel substrate must be investigated in accordance with accepted design criteria. The stress increases and load reductions described in Section 0. of the IBC and the stress increases described in Section 09. of the SBC and Section.. of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is allowed for vertical loads acting alone. Unless otherwise noted, fasteners must be driven to where the point of the fastener penetrates through the steel base material. Unless otherwise noted, steel base material must have minimum yield and tensile strengths (F y and F u ) equal to ksi and ksi, respectively. Steel base material must have minimum yield and tensile strengths (F y and F u ) equal to 0 ksi and ksi, respectively. For steel base-material thickness greater than or equal to / inch, fastener point penetration through the steel is not necessary, provided a minimum embedment of 0.0 inch is achieved. X-DAK fasteners installed into greater than / -inch thick steel require / -inch minimum penetration. Earthquake load resistance is outside the scope of this report, except as noted in Section. / / / TABLE ALLOWABLE LOADS FOR S DRIVEN INTO NORMAL-WEIGHT CONCRETE,,,, (lbs.) Track Fastener X-GN 0. Standard Nail X-ZF 0. Drywall Track Nail X-ZFPT 0. Drywall Track Nail X-DW 0. EMBEDMENT CONCRETE COMPRESSIVE STRENGTH (INCHES),000 PSI,000 PSI TENSION SHEAR TENSION SHEAR / / / / / / 0 90 For SI: inch =. mm, psi =.9 kpa, pound =.N. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the concrete substrate must be investigated Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Concrete thickness must be a minimum of times the embedment depth of the fastener. The stress increases and load reductions described in Section 0. of the IBC and the stress increases described in Section 09. of the SBC and Section.. of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is Earthquake load resistance is outside the scope of this report, except as noted in Section.

4 Page of ESR- TABLE ALLOWABLE LOADS FOR S INSTALLED IN MINIMUM,000 psi STRUCTURAL LIGHTWEIGHT CONCRETE,,,, (lbs.) Track Fastener X-GN 0. Standard Nail X-ZF 0. Drywall Track Nail X-ZFPT 0. X-ZF0THP 0. EMBEDMENT (INCHES) INSTALLED INTO CONCRETE TENSION (LBS.) SHEAR (LBS.) INSTALLED THROUGH METAL DECK INTO CONCRETE UPPER TENSION LOWER UPPER SHEAR LOWER / / / / / 0 -- / Drywall Track Nail X-DW For SI: inch =. mm, psi =.9 kpa, pound =. N. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the concrete substrate must be investigated Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Unless otherwise noted, concrete thickness must be a minimum of times the embedment depth of the fastener. The stress increases and load reductions described in Section 0. of the IBC and the stress increases described in Section 09. of the SBC and Section.. of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is Steel deck profile must be -inch-deep composite floor deck with minimum No. 0 gage (0.09-inch-thick base steel thickness) and minimum yield strength of ksi. Structural lightweight concrete fill above top of metal deck profiles must be / inches thick for the / -inch fastener embedment and / inches for the -inch fastener embedment. The steel deck profile must be -inch-deep composite floor deck, mils thick with a 0.09-inch base-metal thickness and minimum yield strength of ksi. Lower and upper flute width must be a minimum of / inches. Structural lightweight concrete fill depth above top of metal deck must be a minimum of / inches. See Figure for nominal flute dimensions, fastener locations, and load orientations. Earthquake load resistance is outside the scope of this report, except as noted in Section. TABLE ALLOWABLE LOADS FOR S INSTALLED IN MINIMUM,000 psi STRUCTURAL LIGHTWEIGHT CONCRETE over -/-INCH-DEEP, B-STEEL DECK,,,,, (lbs.) Track Fastener X-GN 0. Standard Nail X-ZF 0. Drywall Track Nail X-ZFPT 0. EMBEDMENT (INCHES) LOCATION Installed Through Metal Deck Into Concrete Tension Shear Upper Flute Lower Flute Upper Flute Lower Flute / 0 / / / 0 Drywall Track Nail X-DW For SI: inch =. mm, psi =.9 kpa, pound =. N. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the concrete substrate must be investigated Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Unless otherwise noted, concrete thickness must be a minimum of times the embedment depth of the fastener. The stress increases and load reductions described in Section 0. of the IBC and the stress increases described in Section 09. of the SBC and Section.. of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is Steel deck profile must be / -inch-deep, B-type deck, minimum No. 0 gage (0.09-inch-thick base steel thickness) and minimum yield strength of ksi. Structural lightweight concrete fill above top of metal deck profiles must be / inches thick for the / -inch fastener embedment and / inches for the -inch fastener embedment. The steel deck profiles are / -inch-deep, B-type deck with a thickness of mils (0.09 inch thick steel) and minimum yield strength of ksi. Fasteners may be installed through the steel deck into structural lightweight concrete having both normal and inverted deck profile orientations with minimum lower flute widths of / and / inches, respectively. Fasteners must be placed at centerline of deck flutes. Figures and describe additional flute dimensions, fastener locations and load orientations for both deck profiles. See Figures and for nominal flute dimensions, fastener locations, and load orientations. Earthquake load resistance is outside the scope of this report, except as noted in Section.

5 Page of ESR- TABLE ALLOWABLE LOADS FOR S INSTALLED IN CONCRETE MASONRY UNITS (CMU),,,,9,0 (lbs.) SHANK Track Fastener X-GN 0. Standard Nail X-ZF 0. MINIMUM EMBEDMENT HOLLOW CMU GROUT FILLED CMU Face Shell Mortar Joint Face Shell Mortar Joint Top of Grouted Cell Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear / / Drywall Track X-DW Fastener For SI: lbf =.N, inch =. mm. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the masonry substrate must be investigated See Section.. for CMU, mortar and grout requirements. No more than one fastener may be installed in an individual masonry unit cell. Fastener can be located anywhere on the face shell. Shear direction can be horizontal or vertical (bed joint or head joint) along the CMU wall plane. Fastener located in center of grouted cell installed vertically. Shear can be in any direction. Fasteners must be installed a minimum of inches from the end of the wall. Multiple fasteners in a bed joint must be spaced a minimum of inches. 9 The stress increases and load reductions described in Section 0. of the IBC and the stress increases described in Section 09. of the SBC and Section.. of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No adjustment is 0 Earthquake load resistance is outside the scope of this report, except as noted in Section.

6 Page of ESR- FIGURE HILTI INSTALLATION LOCATION IN -INCH-DEEP COMPOSITE FLOOR DECK FIGURE HILTI INSTALLATION LOCATION IN / -INCH-DEEP COMPOSITE FLOOR DECK FIGURE HILTI LOCATIONS IN / -INCH-DEEP COMPOSITE FLOOR DECK, INVERTED DECK PROFILE ORIENTATION