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Project: Bethany At Silver Crest By: LW Sheet No. <br />1q)ff Location: Everett, WA Date: 11/11/20 AN-1 <br />Client: ThermalRite Revised: Job No. <br />Subject: Walk -In Cooler / Freezer Analysis Date: 2000618 <br />www.h1ltims Profis Anchor 2.7.2 <br />Company: KPFF Page: 1 <br />Specifier. Jeremy Gold Project: <br />Address: 18400 Von Karman Ave. Irvine CA, 92612 Sub -Project I Pas. No.: <br />Phone IFax: ( Date: 4M2017 <br />E•Mail: <br />Specifiees comments: <br />1 Input data <br />Anchor type and diameter: <br />Effective embedment depth: <br />Material: <br />Evaluation Service Report: <br />Issued I Valid: <br />Proof. <br />Stand-off installation: <br />Profile: <br />Base material: <br />Installation: <br />Reinforcement: <br />Seismic loads (cal. C, D, E. or F) <br />Geometry (in.) 8, Loading pb, in.ib] <br />Kwlk Bolt TZ - CS 318 (2) <br />hd�l = 2.00D in., I1ro = 2.313 in, <br />Carbon Steel <br />ESR-1917 <br />6/1/2016161112017 <br />Design method AC1318.141 Mech. <br />- (Recommended plate thickness: nol calculated) <br />no profile <br />cracked concrete, 2500, f = 25DO psi; h = 4.000 in. <br />hammer drilled hole, Installation condition: Dry <br />tension: condition B. shear. condition 8; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />Tension load; yes (17.2.3,4,3 (d)) <br />Shear load. yes (17.2.3.5.3 (a)) <br />X <br />Uputdaisandr Unualbo-hdwd fwagmm,cntunh ere-.U,g-.di6= and I., pl itdey! <br />PROFISAn w (c) 2Wl.20O91ttn AG, FL.9a9-'Scbwn Hkb ma mgMamd Tmm=rtd M6 AG, Sd,aon <br />M <br />