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d.The typical footing under the exterior perimeter wall |sspecified as16 inches wide. Detail <br /> 2/S-2 appears toindicate the footing should be18 inches wide, Per the response,I8-Unch <br /> width is correct.The drawings should be coordinated for consistency. See IBC Section <br /> 107.2.1. <br /> RESPONSE:Corrected 18"wide foetneomSht'A4-0 foundation plan Piz. 35 <br /> Gravity System: <br /> 8.This comment has not been addressed.The original comment stated that the framing plans <br /> should specify hardware connections for the beams, headers, and joists.The provided <br /> response does not appear to address the comment.The plans do not appear to provide the <br /> required connection hardware. See 18CSections 107.2.I, lG03.2, and 16O4.4^The following <br /> comments should be addressed., <br /> a.The plans do not appear to clearly show all gravity framing.The load paths cannot be <br /> verified.This includes vertical components(e.g., posts) of the system, Headers and beams <br /> appear to be missing.Joist framing appears to be required in many locations without clear <br /> specification uf the framing extents and sizes.The plans should be revised to provide a <br /> complete and clear load path tu the foundations. <br /> plan A4.1,,A4,2and A43 <br /> b. Connections should be specified between all framing members where direction bearing is <br /> not provided.The make and model of proprietary hardware should be stated. <br /> RESPONSE:Added connections hardware oo the plan: <br /> Beam to beam connections use Simpson HUG or equal ySirnpyomLSTA24 @4'-0"o'c' <br /> Post tm Beam connections use AC6/ACEGmrequal. <br /> Floor joists to beam connections use HL}2lQorequal, <br />