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• �r\ <br /> � � <br /> . • �:ermnw+a� , <br /> / �t � <br /> ; �'.9/�d'<� ! <br /> , � � I • <br /> � <br /> ` £, .;�;� <br /> ���• <br /> MS. ChBTlGs MOigan � � ,� _ j <br /> M�y 30, 1990 ,. �i � I <br /> Pape Two , � � 'ti i� <br /> 1 , ' <br /> �'�� ` ,�,��` ? i <br /> l � � � <br /> 9. Structurel calculatic,�;. sho�rlc Ce subnitteG to �ustify the adeqtiecy ' <br /> ot the structural system (including foundation) for seismic� wind� �, <br /> dead, snor and live loeds. i <br /> 10. Details should be pravided to stww har roof and floor diaphragm I <br /> ahears will be transterred to vertical sheer-resisting elemants end ; <br /> to s1Lat�,.t�Fl�!._.she�rs in. veriical.. .shear-resistinp_ elements,��•ill t�g„ <br /> „�yaet�,,�f�r��an levEl to level. Cornections ahould be �uatified � <br /> with structura-7'."calcuYa� s or coaipliance with the allowa6le values. � <br /> � 11. M analysia is renuirca far �lift effects cauc�ed by seiamic loada. ', <br /> Service ccetl lorhs ahould De multipiirG by 0.85 �t�e� used to resi�t I <br /> uplift. SeCtian 2312(h). � <br /> i <br /> �12. Roof trueses to be desi�ed ar�d drawing prepared by a Stete :icenseu I <br /> structural enpineer. i, <br /> ✓ 13. Minimun reinforcement should be provided tor reinforced corticrete 'I <br /> wlls to canply with Sectim 2614(d). Vertical No. 4 bars of <br /> Sections F� G and H/S-1 m�ust be speced et 16" maxlm�m with [�. 40 <br /> steel. Horizontal No. 4 bsrs of these sections must be spaced at 10" <br /> O.C. maxilnum. ' <br /> �7�"" 14. Plans shoulc� iraicate that totuxiations extend t�lorr the frost line. <br /> SeCtion 2907(a). See Det. D/S-2. ' <br /> ,� 15. hechanical ventilatinq systems in baths ere required to provide five <br /> air changeg per hour disectly to the c�tside. SeCtion 1205(c). <br /> "'�`p' 16. Ota'il��t W CdOSehagteslhou�ldl�piovhid d wit� smolce detectors�es <br /> i <br /> specitied in Sectim 1210. <br /> —�17. Retaining Mells tiigher than 4�0" fzan bottar, af footing to top ot <br /> Iwall shall be cfesi�ned by an engineer. � <br /> i In order for the pr�cessinp of yau application te continue� it will be �, <br /> �ecessery ta provlda the 6uildino Depart�nent Mith two new sets of draMlnps I <br /> reflectin� the correctlons requested. ! <br /> . , <br />