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Company: Mike Smith Engineering,Inc. _ Date: 7/24/2017 Anchor Designer TM Engineer: Mike Smith Page: 5/5 t , Software Project: Cal Tank lines-17174 Version 2.5.6554.3 Address: Phone: E-mail: 12.Warnings -When cracked concrete Is selected,concrete compressive strength used In concrete breakout strength in tension,adhesive strength in tension and concrete pryout strength In shear for SET-XP adhesive anchor Is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.B.1 and D.8.2 for torqued cast-In-place anchor is waived per designer option. -Brittle failure govcros for tension.Governing anchor failure mode Is brittle failure.Attachment shall be designed to satisfy the requirements of ACI 318-11 Section D,3.3.4.3 for structures assigned to Seismic Design Category C,D.E,or F when the component of the strength level earthquake force applied to anchors exceeds 20 percent of the total factored anchor force associated with the same load combination.In case when ACI 318-11 Sections 0.3.3.4.3(a)3 to 6,(b),(c),or(d)Is satisfied for tension loading,select appropriate checkbox from Inputs tab to disable this message.Alternatively,00 factor can be entered to satisfy ACI 318.11 Section D.3.3.4.3(d)to Increase the earthquake portion of tho loads as required. Per designer Input,ductility requirements for shear have been determined to be satisfied—designer to verity. Designer must exercise own judgement to determine If this design Is suitable. Refer to manufacturer's product literature for hole cleaning and installation Instructions. Input dmfs and results must bo ehadted for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Les Posites Elouievard Pleasanton,CA 94538 Phone:825.560.9000 Fax:825.847.3871 www,strongtio.com