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ALL STRUCTURAL STEEL SHALL BE 1 <br /> HOT DIP GALVANIZED. TYP 3 16 � <br /> 2. CONTRACTOR SHALL VERIFY LANDING <br /> HEIGHT& EXISTING GRADE PRIOR TO <br /> STEEL FABRICATION. HANDRAIL <br /> EXTENSION TOP <br /> & BOT OF STAIR 4'-0" Z <br /> MAX O <br /> � � <br /> �ELEV+106.6" �__ ___ �_ ,� W Q` <br /> � / <br /> £ � � <br /> � '- �..L.� <br /> 3 U <br /> ; - Q -1 <br /> � <br /> ' J W <br /> i � � ----� -�X-t-�.s��cu i,,-s- � <br /> �1 5 � � <br /> S3.1 � 5 �� `'�rs�T'oM '�'o c�t�,�,✓ � `rV <br /> � � '�.�.1..'� aF �1A►sbI�i� <br /> � � � l � ^ <br /> MAX 1 � � � <br /> � i s'�� ��`l_. 1 � `',�#; , �� _ V <br /> � 1'-0° � - Q N <br /> � � H Z <br /> 3 �l � � N � <br /> S3.1 � � <br /> ,;: � � Q Q <br /> � BEAM PER PLAN � � � � <br /> s <br /> i Q Q � <br /> ; 1 6 � � � <br /> j 53.1 53.1 2 W � <br /> � <br /> � S3.1 N� 1� � <br /> 3 �� � FOOTING PER PLAN 4 �� � N N W Q ;� <br /> �ELEV+0.7 l / � S3.1 / � ELEV 0'-0"� �„O � > � � <br /> �� <br /> � _. ..._ .. .__ _._ .�., � ....... _ . _.. __.. . _ __ � � V I � <br /> ` � .— L�,J <br /> � _ i � _ � <br /> i <br /> ��—_—�� 11'-10" ���_,�� SHEET: <br /> STAIR ELEVATION <br /> 2 SCALE: 1/2" = 1'-0" <br /> 2'-0" 0 1'-0�� 2�_��� 4�_��� <br /> ■ <br />