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. • �� � � <br /> 3) No dcllection calculations «•ere submitted for the diaphragm design. IBC 2305.2 <br /> 4) There is no dctailing to shotv how load is to be transferred from the diaphragm to the <br /> drag strut or shcar walls. <br /> 5) There are no c�lculations to check for the capacity of the truss to act as a drag strut. <br /> 6) There is no dctailing to show how load is to be transferrcd from the drag strut to the shear <br /> wall. <br /> 7) The cleven f'oot closet wall has not bcen designated as a shear wall. My calculations <br /> show the need for a capacity of at least 190 Ibs/fl. if sheathed in wood or 344 Ibs/ft if <br /> sheathed in GWB. <br /> 8) None of thc shcar walls of thc upper lc��el appear to include any resistance to overiuming. <br /> 9) There is no detniling to sho���how loads Gom thc upper levcl shear walls are transfcrred <br /> through thc lo�vcr Icvcl to thc foundalion. <br /> Ple:isc prepare a responsc Ictter slror��ing «•hcrc cach itcm in this correction Iettcr is <br /> addresscd on thc plan sct. <br /> Upun resubiuittal ol� thc drawings, }'our applicatian �cill bc given prioriq� and plan rc�•ic��• will <br /> rccommencc. <br /> All rcquired submittals shall be of sufticicnt detail and contain suflicient information to ensure <br /> that thc proposcd structurc �cill bc constructcd in compliancc with all adopted cor:�s. <br /> Sinccrely, <br /> ?�,d,�'-- <br /> ��rr►i �i�n.��, <br /> Devclopmcnt 'I'cchnici;m <br /> 425-257-8976 <br /> I�mail:jhcilmanii�ci.c�crett.�c;�.us <br /> �,�,m��,�,n<�i��„�,c,,,c.o:�„s n c,�e����_�,.��_ I <br /> � <br />