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��//ARCHITECTS <br />//�/�/ N O R T H W E S T <br />Archirects Nurthwest, Inc. <br />18915 142nd Avenue NE <br />SWte 100 <br />Woodlmille. WA 9A072 <br />P: 425AB5-�900 <br />F: 425-487-6585 <br />Tdl Free:1-888•ARCH400 <br />Em�il:archrnvl�aoLcom <br />To: Building inspector <br />Building Department <br />Ciry o <br />Re: Harvest Bui <br />us suson 4plex <br />Dear Sir, <br />November 13, 2001 <br />�Q � /�j� L <br />/7 S� <br />� ��0 0'ZS <br />�r <br />For this situation, it is required to retrofit Epoxy-tie holdown anchor for the <br />missing holdowns. See enclosed table sheet for the appropriate retrofit. <br />' For PHD6, Use PHD6 high strength epoxy with threaded rod 7/d" dia. Min. <br />15" embed. <br />• Use HTT16 in piace of (STHD 10) high strength epoxy with RFB #5x16 <br />min.10" embed. <br />• Use HTT22 in place of (STHD 14) high strength epoxy with RFB #5x16 <br />Min. 10" embed. <br />If you have any questions please call me at (425) 485-4900. <br />Sincerely, <br />���� <br />Kahsoon� Wdrl <br />9 <br />Architects NW, Inc <br />p���OM�� <br />►rov Q � tuci D <br />Cf7'Y OF EVERETT' <br />Permit ServlCes <br />0 <br />