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4,000 PSI MIN.LIGHT WEIGHT OR <br /> NORMAL WEIGHT CONCRETE <br /> HILTI KWIK BO <br /> LT T <br /> Z <br /> 5/8"MIN. . • °a a4 . <br /> a ° <br /> T ° a ° a <br /> a a <br /> MIN.HOLE a ° T <br /> DEPTH ° a ° FLUTE HEIGHT, <br /> 1 1/2",2"OR 3" <br /> 1 .= 0°TO 60° MIN.20 GA.METAL <br /> I <br /> j 1.<__ <br /> P' \ ,/ DECK <br /> 1"MAX.OFFSET `� <br /> 41/2"MIN. ISAT SEISMIC BRACKET SUITABLE FOR <br /> — FLUTE WIDTH INSTALLATION WITH BRACKET ROTATED <br /> TO ANY ANGLE AROUND ANCHOR. <br /> Seismically Qualified for Anchorage In Cracked Concrete <br /> Seismic Design Categories C,D,E and F <br /> Hilti Kwik Bolt TZ Concrete Expansion Anchor,Minimum 4,000 psi LWC <br /> ICC Report No.ESR-1917(Dated May 1,2013),Table 5 and Fig.5A. <br /> 30-38 >38 Deg. <br /> Degrees <60 Deg. Min.Concrete Thickness <br /> Brace Maximum Maximum Minimum Minimum Minimum Above Top Flute (Inch)3 <br /> Anchorage Anchor Brace Brace Hole Effective Anchor Edge Installation <br /> Designation Diameter Load(P)4 Load(P)4 Depth Embedment 1 Spacing 2 Distance Torque Metal Deck Flute Height <br /> Inch Lbs. Lbs. Inch Inch Inch Inch Ft-Lbs. 1 1/2" 2" 3" <br /> L2TZ4 3/8 259 255 2 5/8 2 6 3/4 4 3/8 25 1 3/4 1 1/2 1 1/2 <br /> L3TZ4 1/2 366 318 2 5/8 2 6 3/4 5 1/2 40 1 3/4 1 1/2 1 1/2 <br /> L5TZ4 1/2 638 562 4 3 1/4 9 3/4 7 1/2 40 3 1/8 2 5/8 1 5/8 <br /> L9TZ4 5/8 948 900 4 3/4 4 12 8 3/4 60 3 7/8 3 3/8 2 3/8 <br /> 1. MINIMUM EFFECTIVE EMBEDMENT IS AFTER THE ANCHOR HAS BEEN SET. <br /> 2. SPACING MEASURED ALONG THE FLUTE. <br /> 3. BASED ON INSTALLATION IN LOW FLUTE. <br /> 4. BRACE LOAD VALUES ARE ALLOWABLE STRESS DESIGN(ASD).CAPACITIES DERIVED IN CONFORMANCE WITH ASCE-7 AND <br /> ACI 318,APPENDIX D. <br /> SINGLE ANCHOR HILTI KWIK BOLT TZ <br /> SEISMIC BRACE CONNECTION IN METAL DECK SLAB <br /> jurtio : A Ts <br /> International Seismic Application Technology <br /> 14848 Northam Street,La Mirada, CA 90638 <br /> 877-999-4728 (Toll Free) 714-523-0845(fax) <br /> www.isatsb.com <br /> oa 044. REV-2 <br /> H 4 <br /> 06/17/13 <br /> T <br /> S4710 nPage <br /> —A•9'7 UCTUQ' * D2.1 TZ4 <br /> eor CP�F� <br />