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• <br /> CONSULTING <br /> ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. <br /> PACIFIC NORTHWEST <br /> ENGINEERING <br /> The extent of damage exhibited at these walls does not meet the requirement level of <br /> "Substantial Structural Damage" and does not qualify as "Disproportionate <br /> Earthquake Damage" as defined in Chapter 2, Section 202, General Definitions in the <br /> 2018 International Existing Buildings Code (IEBC). <br /> It is requested that the damaged masonry be restored back to pre-damage condition as <br /> allowed for under Chapter 4 of the 2018 (IEBC). Additionally, as part of the general <br /> maintenance and upkeep of the structure, it is requested that overall repointing of the <br /> mortar joints on the entire upper-level masonry walls be allowed. <br /> I look forward to resuming this project. If there are any further questions or <br /> concerns, please contact me. <br /> Sincerely, <br /> 'Ca E. 6, <br /> 40 <br /> Brian E.Bodge,P.E. ,�,°� wA� � �� <br /> Pacific Northwest Engineering,Inc. �'' � `� <br /> it./iNAL 'rr M'�' <br /> Pacific Northwest Engineering Inc. <br /> 3118 Judson St. #366 <br /> Gig Harbor, WA 98335 <br /> Phone (425) 879-3437 <br />