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(if-r tl-hll — f f14GF�S <br />www.hiki.us <br />Company: Jaik Choi & Associates Page: ^' <br />Specifier: Jaik Choi Project: <br />Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: <br />Phone I Fax: (949)706-7769 1 (424)239-2666 <br />E-Mail: jgse@msn.com <br />Specifier's comments: Impact load=6,000 #, phi =.75 <br />1 Input data <br />CITY OF SANTA ANA <br />Planning and Builcling 2,ency <br />Approved- <br />IsPA`rlcko',[T117S UANCE <br />CD -LA Co Ancil-58S <br />M"a fT.wedge) <br />Date: <br />1'er ..ININ�).Jiilvh <br />Anchor type and diameter: Kwik Solt T2 - CS 518 (4) <br />Effective embedment depth: h.,.;,, = 4.000 in., hnan = 4,438 in, ` <br />Material: Carbon Steel <br />Evrluation Service Report: ESR-1917 !Sw � "I E.. <br />Issued I Valid: 6/1/2016 1 5/1/2017 <br />Proof: Design method ACI 318-14 / Mech. <br />Stand-off installation: eb = 0.000 in. (no standoff); t = 0.375 in. <br />Anchor plate: 1, x ly x t = 42.000 in, x 6.000 in. x 0.375 in.; (Recommended plate thickness: not calculated <br />Profile; Rectangular HSS (AISC); (L x W x T) = 3.000 in, x 2.000 in. x 0.250 in, <br />Base material: uncracked concrete, 4000, fn` = 4000 psi; h = 12.000 In. <br />Installation: hammer drilled hole, Installation condition: Dry <br />Reinforcement: tenyfon: condition B, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />Geometry [in.] & Loading [lb, in.lb) <br />zi <br />1- <br />x <br />Input data and rusuhs must be checked for agreement with the ormting conditions and for plausibilityl <br />PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schuan HIM Is a raglatered Trademark of HIM AG. Schaan <br />