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, r <br /> 6'� ��8� 1 1/4" STL PL. <br /> � O <br /> 3/16 <br /> O <br /> I I <br /> � O <br /> �._O�� <br /> �._5�. <br /> o ��ANCHOR PLATE <br /> � _ „ z-,=o <br /> � <br /> � <br /> � (4J 1 1�8'DIAMETER <br /> � A.T.R. W/(2)NUTS, <br /> o N EMBEO 78" <br /> � 5000P51 <br /> M NON—SHRINK <br /> GROUT PAD <br /> D <br /> D. <br /> � � . <br /> � � <br /> D �. <br /> � � <br /> � _�ANCHOR PLATE ELEVATION <br /> HSS 8xBa3/16", — <br /> „ �-,=o <br /> TYP. <br /> 2 NOlES. <br /> 1. SCOPE OF WORK IS FOR THE DESIGN OF THE <br /> SIGN POLES SUPPORTING THE CABINET, THE <br /> ANCHORAGE AND ANCHOR PLATE, AND THE <br /> .- FOUNDAiION. <br /> �c\/�' � \ /\ 2. VERIPY THAT iHE EXISTING ELEMENTS OF THE <br /> � SIGN DO NOT SHOW SIGNS OF CORROSION OR <br /> \�/�� � �� DAMAGE NOTIFY ENCINEER OR RECORD IF <br /> � xsaa cv carncic ° DAMAGE IS PRESENT. <br /> / p i0°°�� 3. SEE FOL�OWING PAGES FOR STRUCTURAL <br /> NOTES. <br /> (s7�s eouaur <br /> I ou�Gnat���- <br /> � � 6 <br /> � 6. n p Haa•s rnm Y�a+c �� O.0 �v R Wq T <br /> fl' ^ �s occ.noons er o <br /> � . co au+o.no i�c�TMiH <br /> )� <br /> :oa s � � . �' �pF WASy� SO <br /> (�/�P'� �'�'o � <br /> � V <br /> 3._�.,50.. TYP . . ..._--......... —:.:-.-�,,. ,�.. <br /> � SIGN ELEVATION �,�" ` - � ���`������ <br /> -- , z-,=o � ,Q 39251 0 �� <br /> �i<` FG'1 S T ER� �C� <br /> FSS�ONAL ��G <br /> 9570 SW Barbur Blvd Project Name Pylon Sign Project# 161075 <br /> Suite One Hundred <br /> = Portland,OR 97219 <br /> Location 3102 RuckerAvenue, Everett, Washington <br /> Client Ramsay Signs <br /> M I L L E R Phone 503.246.1250 <br /> C O N 5 U LT I N G Fax 503.246.1395 B�S �-� 8/24/16 S1 of 4 <br /> www.miller-se.com BY Ck'd Date Page <br /> ENGINEERS <br /> l i <br /> ,r . <br />