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��� <br />ah <br />,ozx <br />G H <br />a �-? cn <br />y�H <br />�C fi <br />H �1 <br />��rJ H '��J <br />y � L-~' <br />[�-'7 O � <br />HG <br />O H <br />H C+7 � <br />4] � C) <br />�y� <br />r� H <br />S�' <br />H <br />C] t7 G� <br />��� <br />Z H Cn <br />HOn <br />r <br />�e�cer �or ?:an Chec< l;o. '?1/2?100 <br />- 1gr - a2 `- <br />d. "structurai ealculaeions should Se submit�ed to justif;+ che adequacy <br />oi �he sLruccural system (including founda�ionj ior seismic, �oind, <br />dead, snow and iive loads. <br />9. DPt.sils should be provided to shov hou roo£ and iloor diaphragm <br />shears wi11 be transferred to •�ertical shear-resiscing zlamen�s and <br />to sitow how shears in vertical shear-resiseing elemencs •�i11 be <br />eransferred irom level to level. Conneccions should be jusciiied <br />vich s[ructutal calculations _`or complaince �.rith [he allowable <br />values. <br />10. Vailing for n1f.+ood diaphtagms (shear aa11s) should 'oe indica�a•i �r. <br />plans. Daea should agree with calculaLions. <br />In order ior the processing of your appLica�ion =o concinue, _� •---� `�<' <br />necessary to provide =he 3ui:ding Department '.+ith �ao comnle[e aew .;e-s �� <br />dra•.ings reilecting che correc[ions requested. <br />Upon resubmittal oc che drawings, your appl?caeion •ai1: be given orio:`_=; <br />and nlan review •.�i11 recommence. <br />.�11 oi :he above iniormation sha11 Se oi su=ficizn[ detail and coneaia <br />sufficienc information to ensure thac che proposed �ccncture �aili '�e <br />construcced in comnLiance •aith [he Cit;i Building Code. <br />Sections shail be ,coiicabie `o �lan submittad. <br />Sincere_+, <br />�tz'�e :1iiLeT <br />:issociaee �ngineer <br />Sri:;ebj1'':-i0 <br />n <br />