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0 <br /> Plan Check Number B1906-031 <br /> 2721Resp Wetmore Avenue <br /> onse to concrete comments from Second Building Review, October 18,2019 <br /> Lateral System: <br /> Item 39 <br /> 39a to 39c. The response to all wood frame items is forthcoming in a separate response and drawing <br /> submittal. <br /> Items 40 and 41 <br /> The response to all wood frame items and associated holdown anchorage calculations is forthcoming in <br /> a separate response and drawing submittal. <br /> Miscellaneous <br /> Item 42 <br /> 42a to 42d. The response to all wood frame items is forthcoming in a separate response and submittal. <br /> Assumed loading will be added to Sheet S9.01 in the forthcoming submittal and be confirmed in <br /> forthcoming elevator submittal. <br /> 42c. The mounting plate detail at concrete levels is added. RE Detail 16/S6.02 and loading on Sheet <br /> S9.01,forthcoming. <br /> 42e. The detail for the elevator rail mounting plate is found on Sheet S9.01. Detail 12/S9.01 is at each <br /> floor rim. Detail 13 and 14/S9.01 occurs only at the elevator penthouse which is the only location where <br /> rail mounting plates attach to blocking attached to bundled studs. The attachment of the rail system to <br /> the mounting plates is by elevator manufacturer. <br /> 42g. The requirement for accommodating 3/8"of vertical shrinkage per floor in included in wood frame <br /> plan note#5. The detailing for accommodating wood frame shrinkage for attachment of elevator rails is <br /> per elevator manufacturer. <br /> Additional Comments <br /> Item 43 to 45 <br /> The response to all wood frame items is forthcoming in a separate response and submittal. <br /> PLEASE CALL WITH QUESTIONS. <br /> AEM/CTE <br /> Page I /C-( <br />