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�`' k� '. <br /> c� <br /> o � x <br /> C H - • v.. -4 . +. <br /> YH �n <br /> H�� <br /> � H �e <br /> � H� <br /> V1 H <br /> t+70�H <br /> OM <br /> � � g <br /> (�]Y �] <br /> ; y� 10. Stai.rs live load. Uob Morr:ison, Structural Engineer, <br /> t_, confirms that 100 lb live P.oad has been pruvided for in <br /> H H the design process. <br /> gm <br /> b� 11 . Interior Stair shaft flame apread. See apecific finish <br /> t� not� on stair treads (1/7 etc. . 1 . Owner will be briefe�i <br /> z y� by me on this point and hia materials selections will be <br /> '� � �' reviewed and recommendat-iona made. <br /> 12. Stair Shafts to be "one hour" fire resistive <br /> conetruction. Refer to Section, L'levation and associated <br /> views for additional notea and call-out' s. <br /> 13. Detail method of water-proofing at staira and lanuings. <br /> Refer to Elevations, Stair Sections, and 1/7. Thie point <br /> will be briefed to t:he owner in view of the fact that he <br /> is the perAon who wi.11 actually select sealante, coating <br /> materials, and weather openinge are glazed at the stair <br /> shafte. I will make recommendations to him based on his <br /> selections. <br /> � C� 14 . Provide accean. . .from attic area. Refer to "Attic Plan" <br /> on sheet A. <br /> 1 �_ , <br /> ��' Sincereiy <br /> William C. Brockway - Architect <br /> I �_ n ������ <br /> .l�/������� <br /> , <br /> i !' � cc Larry Cronin, Bob Morrison <br /> 1848906 <br /> � 1r! tacb/ltra <br /> � � <br /> ���� _ ��i�n ��+ . _.. <br /> t � y . y .�.,_ <br /> .`i� 4,. �. X; �� t�a`+R. � , <br /> �:'(•'�`• ... 16.n I d u+'` P <br /> �":e �, M"'. <br /> ! ' m� "`S ��i <br /> �� ; � .� -. .. <br /> �. <br /> ���v.». ,��L�, > `�N1= <br /> YY. .�4�N.� :1:� - <br /> f 1x J <br /> �YS:. <br /> , �i�.s T��� . <br /> .�� 1 � f f k- `K K. A e.:�2 y y..�a <br /> d I�l ���' 1� ,�.. � . _ ' �.� w« <br />