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Lateral System: <br /> 14.This comment has not been completely addressed. Detail 14/S-2 (previously Detail S/S-1) <br /> shows an ordinary steel moment frame.Additional calculations and details are required for this <br /> portion nf the lateral system. See IBC Sections 1604.1, 1604.4, 1513.1, and 2205.2.1.2.The <br /> following comments should beaddressed: <br /> a.The design of the column connections n3 the wood-framed structure are required ho comply <br /> with the seismic detailing requirements mfA|5C341'10 Sections D3.Sa and D2'6b. Note <br /> that 2014 version of this standard may provide preferable design criteria and is permitted <br /> for use per IBC Section 1O4.11. <br /> RESPONSE: <br /> Added design of column connections to the wood-framed structure pg.21-23. Use Yz"dia' bolts tmtie <br /> steel moment frame towood fnamning, <br /> b.The proposed lateral system (i.e., steel moment frame to wood shear wall) is not vertically <br /> continuous to the foundation (i.e., in-plane offset between the frame and walls), and <br /> constitutes a Type 4 Vertical Structural Irregularity per ASCE7'1DTable 1I3'I.The <br /> supporting wood posts, and the connections between the steel and wood posts and tothe <br /> foundation, should be designed including overstrength per Section 12.3.3.3.The load <br /> combinations of Section l2.43.2 including vertical load effects ofSection 1I.4.2.Ishou|d be <br /> used. <br /> RESPONSE:Added design mf connections between steel and wood posts and tmfoundation. <br /> Use Simpson HD0A between floor vv/7J8" d|a'tbru bolts and to foundation use Simpson SSB28 <br /> ho|dmxvnw/7/8" diaA.B'34"embedment. <br /> Use 2'3/4" 6ia'thru bolts to connect steel frame base plate to the floor framing he\uvv. Pg. 21-24. <br /> `' / ' <br />