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• Anchor Designer TM for Company: D.S. Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 1 Page: 5/5 <br /> Concrete Software Project: <br /> ® Version 3.3.2404.1 Address: 2333 Seaway Blvd, Everett,WA 98203 <br /> Phone: <br /> E-mail: <br /> 12.Warnings <br /> -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br /> factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.10.5.2 for tension <br /> need not be satisfied—designer to verify. <br /> -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br /> factored anchor shear force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.10.6.2 for shear need <br /> not be satisfied—designer to verify. <br /> -Designer must exercise own judgement to determine if this design is suitable. <br /> -Refer to manufacturer's product literature for hole cleaning and installation instructions. <br /> _... .. ...................................................................................................................................... ........... ......... ............. ............................ _ ..... . ...... .. ........__ .................. .. ........ ........... <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Sim son Sdrena ne Corrpar:.y Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />