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STRUCTURAL STEEL <br /> STRUCTURAL STEEL <br /> ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL <br /> OTHER SECTIONS, PLATES AND BARS. ALL RECTANGULAR HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY=46000 <br /> PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY= 42000 PSI. ALL STRUCTURAL STEEL PIPE <br /> SHALL BE ASTM A53, GRADE B, TYPE E OR S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE <br /> STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. <br /> UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36, <br /> WITH MATCHING NUTS. ALL FASTENERS IN CONTACT WITH ALUMINUM TO BE TYPE 304 STAINLESS STEEL WITH <br /> MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A <br /> SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR <br /> STRUCTURAL JOINTS, SECTION 8.1. <br /> ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE <br /> OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) COATINGS ON IRON <br /> AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO <br /> ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY <br /> OWNER. <br /> ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD <br /> LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL <br /> CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS FOR WELD TYPES <br /> SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING <br /> JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL <br /> DRAWINGS.ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. <br /> �G R ' wq T <br /> �- �oF �Sh, so <br /> � �v ,��-� ��Q � <br /> � <br /> ��9 r <br /> •� . _...____ .,._.._..._ ... <br /> � , �j(`��`-�f 2.��1C�, <br /> "O 39251 �.� <br /> �O�` 'PF�1 S T ERE� �C��Cr <br /> FSS�ONAL E�G <br /> 9570 SW Barbur Blvd Project Name Pylon Sign Project# 161075 <br /> Suite One Hundred <br /> � Portland,OR 97219 <br /> _ Location 3102 Rucker Avenue, 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 C•� 8/24/16 S4 of 4 <br /> wwv✓.miller-se.com BY Ck'd Date Page <br /> ENGINEERS <br />