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-- TAI/I< <br /> STRUCTURAL NOTES <br /> I /-116 V3-7-2{ <br /> - d <br /> "TrP <br /> � I STRUCTURAL AND MISCELLANEOUS STEEL 7�ZIgL <br /> CONSTRUCTION SHALL CONFORM TO THE NINTH -EDITION OF AISC STEEL <br /> CF?C4CONSTRUCTION MANUAL. <br /> I j ►/� TSA. ALL STRUCTURAL SHAPES , PLATES, AND MISCELLANEOUS STEEL SHALL BE <br /> ASTM A36. <br /> j.�.. WELDING SHALL CONFORM TO AWS CODE. ELECTRODE -RODS SHALL BE E70XX. <br /> �I ��� T'rP <br /> EXPANSION BOLTS SHALL BE STUD TYPE WITH TWO INDEPENDENT EXPANSION <br /> WEDGE AND ZINC PLATED IN ACCORDANCE WITH ASTM B633 , SC1., TYPE III. <br /> D E TA1 L_ ALL STRUCTURAL AND MISCELLANEOUS STEEL, AND FASTENERS SHALL BE <br /> HOT—DIPPED GALVANIZED AFTER 'FABRICATION. <br /> S--3 <br /> SPECIAL INSPECTION AND TESTING <br /> SPECIAL INSPECTIONS ARE REQUIRED PER SECTION 306 OF 1991 UBC. <br /> F1-4M6 ^e-m"ILS AAE UNWELOA-61-E DUE 7-0 CO2Q0510N. , rHgr <br /> SgouLO 9E, rzjEPtACrw0 13Y (N) 09S 6F 7-146 S4ME 51ZE-, <br /> SUP_FAC66 OF P 1&LA W81.D WALL 9E LoAt'rD wcrH Sul fAFGrr EPDXY. <br /> W)L 4x4X 3/g <br /> Engineers, Inc. <br /> �r W)3/4 0 structural engineering consultants <br /> Exp 904-7. Trp <br /> 610161M Street. Suite 217 Oakland. CA 916:'2 <br /> Submitted: S.E. 2688 <br /> � <br /> INDY ELECTRONICS <br /> SCALE I ��" � C—p'• APPROVED BY: DRAWN BY:DL <br /> DETAIL 8 DATE : 04/27/92 REVISED: <br /> TANK MODIF-ICATICNS <br /> DETAILS & NOTES IS . 8/8 <br />