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ENGINEERING <br /> EXIST POST TO BE REMOVED 250 4TH AVE. S., SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> 3'-2" 8'-0" 7'-0" 14'-1" PHONE (425) 778-8500 <br /> 2_� SS FAX (425) 778-5536 <br /> � �, <br /> � 6 r---- --� <br /> r - � 3�7' I <br /> sX6 p <br /> I ��� I I <br /> T�, OST _. __ I „ . I. .,.�..,_ . __.��.__ .�... , X�/1� _..._ . -_� ___..._... 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ALL STRUCTURAL STEEL SHALL BE TYP P�- l�L� 1 a l `4 .� <br /> HOT DIP GALVANIZED. 3 16 <br /> Q <br /> 2. CONTRACTOR SHALL VERIFY LANDING <br /> J <br /> HEIGHT& EXISTING GRADE PRIOR TO <br /> STEEL FABRICATION. HANDRAIL � <br /> EXTENSION TOP <br /> &BOT OF STAIR <br /> Z <br /> O <br /> �ELEV+120.6" � � <br /> � .. ..._ '''i Z I <br /> � _ .�- W �\ <br /> . _ 4'-0" / <br /> � /� MAX U W <br /> I � � . <br /> Q <br /> 5 1\ / � W <br /> � S3.1 �� �� ' (�1CTt►�st�.{g � <br /> � 5,� A'� l�o�t'tbM �` � V <br /> � MAX S'cA,Rs "ra O'Z� <br /> � <br /> ? �01.�1..0,,,� t«IG.a.� <br /> ;' 3 t't�. t8 G � � V <br /> � s3.1 � � ���" t� r�`'� FQ— �— N Z <br /> � -� s� c�am�vaa� N � pp <br /> 0 <br /> 1'-0" `� '�f�� 18G 1 D 14.4 � � <br /> 6 � � Q Q <br /> � S3.1 � � � � ' <br /> � p: � <br /> � a Q � <br /> � � � <br /> 4 2 W � <br /> 1 S3.1 S3.1 �' �' � <br /> � S3.1 Q <br /> � � <br /> � � (� � � � <br /> � � � FOOTING PER PLAN BEAM PER PLAN � � � � / ^ <br /> ELEV-2.3° i /� � �� � � �� W v f � <br /> � , ._. �_ _____---�.. �. _. ELEV 0-0 � <br /> _____ ..... � _ _ _ _., .._ _, __ <br /> � � _ � a a � SHEET: <br /> , � � 1 <br /> � i <br /> ��—�� 14'-7" <br /> �\`_��� <br /> STAIR ELEVATION <br /> 2 SCALE: 1/2" = 1'-0° <br /> 2'-0" 0 1'-0" 2'-0" 4'-0" <br /> ■ <br />