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C- <br />A <br />- <br />2 <br />0 <br />2 <br />3 <br /> <br />© <br />2 <br />0 <br />2 <br />3 <br /> <br />S <br />I <br />M <br />P <br />S <br />O <br />N <br /> <br />S <br />T <br />R <br />O <br />N <br />G <br />- <br />T <br />I <br />E <br /> <br />C <br />O <br />M <br />P <br />A <br />N <br />Y <br /> <br />I <br />N <br />C <br />. <br />130 <br />Me <br />c <br />h <br />a <br />n <br />i <br />c <br />a <br />l <br /> <br />An <br />c <br />h <br />o <br />r <br />s <br />Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry <br />*See p. 14 for an explanation of the load table icons. <br />Titen Turbo™ Concrete and Masonry Screw Anchor <br />1 <br />Characteristic Symbol Units <br />Nominal Anchor Diameter <br />(in.) <br />3/16 1/4 <br />Installation Information <br />Drill Bit Diameter d in.5/32 3/16 <br />Minimum Baseplate Clearance Hole Diameter dc in.1/4 5/16 <br />Minimum Hole Depth hhole in.2 1/4 2 1/4 <br />Embedment Depth hnom in.1 3/4 1 3/4 <br />Effective Embedment Depth hef in.1.25 1.20 <br />Critical Edge Distance cac in.3 3 <br />Minimum Edge Distance cmin in.1 3/4 1 3/4 <br />Minimum Spacing smin in.1 2 <br />Minimum Concrete Thickness hmin in.3 1/4 3 1/4 <br />Additional Data <br />Yield Strength fya psi 100,000 <br />Tensile Strength futa psi 125,000 <br />Minimum Tensile and Shear Stress Area Ase in.2 0.0131 0.0211 <br />1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-19 Chapter 17, <br />ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. <br />IBC * <br />1 <br />1821 E Newport Cir <br />12/23/2024