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<br /> ICC-ESICC-ES Evaluation Report ESR-1917*
<br /> Reissued May 2015
<br /> This report is subject to renewal May 2017.
<br /> wWw.icc-es.or+, I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council®
<br /> DIVISION:03 00 00—CONCRETE The 31a-inch-, 112-inch-, 5/8-inch- and 5/4-inch diameter
<br /> Section: 03 16 00—Concrete Anchors (9.5 mm, 12.7 mm and 15.9 mm) carbon steel KB-TZ
<br /> anchors may be installed in the soffit of cracked and
<br /> DIVISION: 05 00 00—METALS uncracked normal-weight or sand-lightweight concrete over
<br /> Section: 05 0519—Post-Installed Concrete Anchors metal deck having •a minimum specified compressive
<br /> strength, f'., of 3,000 psi (20.7 MPa) [minimum of 24 MPa
<br /> REPORT HOLDER: is required under ADIBC Appendix L, Section 5.1.1].
<br /> HILTI,INC. The anchoring system complies with anchors as
<br /> 5400 SOUTH 122ND EAST AVENUE described In Section. 1909 of the 2012 IBC and Section
<br /> TULSA,OKLAHOMA 74146 1912 of the 2009 and 2006 IBC. The anchoring system is
<br /> (800)879-8000 an alternative to cast-in-place anchors described in
<br /> www us hlltl.com Section1908 of the 2012 IBC and Section 1911 of the 2009
<br /> HIl w.u:.En .corn hliti,corrt and 2006 IBC. The anchors may also be used where an
<br /> engineered design is submitted in accordance with Section
<br /> EVALUATION SUBJECT: 8301.1.3 of the IRC.
<br /> 3.0 DESCRIPTION
<br /> HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL 3.1 KB.TZ:
<br /> ANCHORS IN.CRACKED AND UNCRACKED CONCRETE
<br /> KB-TZ anchors are torque-controlled, mechanical
<br /> 1.0 EVALUATION SCOPE expansidh anchors. KB-TZ anchors consist of a stud
<br /> Compliance with the following codes: (anchor body), wedge (expansion elements), nut, and
<br /> washer, The anchor (carbon steel version) is illustrated in
<br /> 2012,2009 and 2006 International Building Code®(IBC) Figure 1, The stud is manufactured from carbon steel or
<br /> ■ 2012, 2009 and 2006 International Residential Code® AISI Type 304 or Type 316' stainless steel materials.
<br /> .Carbon steel 'KB-TZ anchors have a minimum 5 pm
<br /> (IRC) (0.0002 Inch) zinc plating. The expansion elements for the
<br /> I 2013 Abu Dhabi International Building Code(ADIBC)# carbon and stainless steel KB-TZ anchors are fabricated
<br /> tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced from Type 316 stainless steel.The hex nut for carbon steel
<br /> in this report are the same sections In the ADIBC. conforms to ASTM A563-04, Grade A, and the hex nut for
<br /> Property evaluated: stainless steel conforms to ASTM F594.
<br /> Structural The anchor body is comprised of a high-strength rod
<br /> threaded at one end and a tapered mandrel at the other
<br /> 2.0 USES end. The tapered mandrel is enclosed by a three-section
<br /> The Hilti Kwik Bolt TZ anchor (KB-TZ) is used to resist expansion element which freely moves around the
<br /> static, wind, and seismic tension. and shear loads in mandrel. The expansion element movement is restrained
<br /> cracked and uncracked normal-weight concrete and sand-
<br /> ns ' '
<br /> lightweight concrete having a specified compressive
<br /> .by
<br /> thetalled mandrel in a predrilled owitby a ammer. When torque
<br /> hleandh ahcollar. The anchor is
<br /> strength, f'a, of 2,500 psi to 8,500 psi (17.2 MPa to is applied to the nut of the installed anchor, the mandrel is
<br /> 58.6 MPa) [minimum of 24 MPa is required under ADIBC drawn into the expansion element, which is In turn
<br /> Appendix L, Section 5.1.1]. expanded against the wall of the drilled hole.
<br /> The 3/8-inch- and 1/2-inch-diameter (9.5 mm and 3.2 Concrete:
<br /> 12.7 mm) carbon steel KB-TZ anchors may be installed in Normal-weight and sand-lightweight concrete must
<br /> the topside of cracked and uncracked normal-weight or conform to Sections 1903 and 1905 of the IBC.
<br /> sand-lightweight concrete-filled steel deck having a 3.3 Steel Deck Panels:
<br /> minimum member thickness, hmin,deck, as noted in Table 6
<br /> of this report and a specified compressive strength, f'c, of Steel deck panels must be in accordance with the
<br /> 3,000 psi to 8,500 psi(20.7 MPa to 58.6 MPa)[minimum of configuration in Figures 5A, 5B, 5C and 5D and have a
<br /> 24 MPa is required under ADIBC Appendix L, Section minimum base steel thickness of 0.035 inch (0.899 mm).
<br /> 5..1.1]. Steel must comply with ASTM A653/A653M SS Grade 33
<br /> *Corrected May 2015
<br /> ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other atatbules no!speeffically addressed,nor are they to be construed '�cc.
<br /> as an endorsement of the subject of the report or a recommendation for its use.There is no warrarsly by CC Evaluation Service,LLC,.express or implied,as 9 'fiNS'
<br /> to any finding or other mailer in this report,or us to any product covered by the report. ih'iikiisar tare
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