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1400 Taylor-Evolution Architecture Field Review Report . <br /> 2.4 Wall base condition at site p' This condition occurs at several <br /> concrete locations around the project. <br /> 1111 • Fill in any gaps below the <br /> level of the concrete with <br /> similar materials <br /> • Install new wall base <br /> , ' flashing per SK-2 <br /> 07/29/18 <br /> • Carry new Drainage EIFS <br /> CS- t to new flashing as <br /> indicated <br /> 2.5 Return at Loading Dock Reduce the return rigid insulation <br /> Columns to a 1"material or as required to <br /> flush out with the existing <br /> t t nconditions. <br /> ,41 <br /> 1 � <br /> < ry <br /> 2.6 Flashing boot at MRI coolant Refer to detail 04/A3-01b for the <br /> cover original flashing detail. By <br /> extending the leg to provide <br /> adequate rod and sealant depth at <br /> the bump out shown in the picture, <br /> a simpler,single piece profile could <br /> r g be used(vs the two piece originally <br /> detailed) providing the backing for <br /> a continuous rod and sealant joint <br /> 2.7 Coverage check <br /> We reviewed coverage and application with Jeff,the JJ Jefferson lead. <br /> They are putting on to 20 mils wet with the expectation that the dry <br /> 6264 ELLIS AVE S,SEATTLE,WA 98108 INFO@EVOLUTIONARCHITECTURE.NET <br />