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' DESIGN LOADS <br /> THE FOLLOWMG /1R[ THE DESIGN NFOUIREMENTS <br /> STRUCTURAL DESIGN CRITERIA <br /> OOCUPANCVCATEGOHV �I <br /> WIND UESiGN DATA <br /> BASIC WIND SPEEDS3 SEC GUST� ' ___ 85 MPH_ _ _ _ <br /> — ------- -r- — <br /> ItdPORTANCE FACiOR i i. - 1 0 <br /> --- --- - - — - - . ___. .. ---____ - <br /> EXPOSUHf:---_ . ..-, -_-- - . �_ --- _ i. <br /> FOOTINGS <br /> FOUNDATION CFiITERIA <br /> CONTRACTOH SHALL VERIFY SOIL CONDITIONS AT T:-fE f OCTIMG� A�Jf� VAK[ AD�Y NECE;SSAflY <br /> CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTUHAL FILL COMPACTED TO 95"o OF <br /> MAXIMUM DENSITY AT OPTIMUM MOISTURE GONTENT PER AtitERICAN SOCIETV FOR TESTING ANU <br /> MATERIALS, ASTM D698 �STANOAHD PHOGTOR�, OR ASTM D1557 (MODIFIED PROGTOR) THE <br /> COMPACTION SHALL 8E VERIFIED BY A OUAUFIEO INSPECTOR APPROVED BV THE OUILDING OFFICIAL <br /> COMPACTED STHUCTURAL FILL FOR DEPTNS GREATER THAN t7 MCHES SHALL COMPLY WITH <br /> P�lOVISiONS OF AN APPROVED GEOTECNNICAL REPORT ASSUh1ED FOIL BEARtr1G PRESSURE i5o0 <br /> NOUNDS PER SOUARE FOOT (PSF) <br /> STRUCTURAL STEEL <br /> STfiUCTURAL STEEL <br /> ALL SIRUGTUHAL AND MISCELLANEOUS S7EEL SHALL BE AST�A A997 FOR YJ-SEC.TiONS AND ASTM A36 <br /> FOF7 AL� OTHEH SECTIONS, PLATES AND �ARS ALL RECTANGULAH H55 SEC710N5 SHALL BE ASTM A500, <br /> GHADF B. FY= 46000 PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500. GRADE B. FV = 42000 PSI <br /> ALL STRUCTURAL STEEL PIPE SHALL BE ASTM A53. GRADE �, TYPE E OR S, FY= 35000 P�I ALL STEEL IN <br /> GONTACT WITH A�UMINUM TO �E STAINLESS OR HAVE A PROTECTIVE E3AFf71ER TO PREVENT <br /> CORROSION <br /> ALL STRUGTURAL STEEL SHALL HAVE ON[ COAT OF PRIMER, EXCEPT SUFFACES TO f3E EM�EDUED IN <br /> CONCRETE OR MASONRY E1�48EDDED SURFACFS SHALL BE F9EE OF CONtAMINANTS ALL ZINC (G4LV ) <br /> COATINGS ON IRON AND STEEI PRODUCTS SHALL CONFORM TO ASTf�1 A�23 HEF'AIRS OF GALVANIZEO <br /> COATWGS ARE TO CONFOHA1 TO ASTM A780 AlL EXPOSEII STRUCT�1FaAL STFFL TO I1AVF ONF FINISH <br /> COAT OF RUS1 WHIRITING PAIN7, CnLOR CiY OWNFR <br /> � � <br /> �ti R /�. <br /> tl�/o� µnsq���/�ii <br /> i 1�' Cf J. <br /> / ti�� c J <br /> t <br /> [__ �� <br /> AI�'P, 1.LJ.i! \Q: <br /> Yg,,'�����i. ,., ... <br /> �s/C)�..A1,U'� � <br /> '' o. n . �• 9, l � f� ` . . . <br /> �f. 4 Pr�� t �.l ..__._ '_____ ' <br /> 1'�niii,_iNdi���, Pirk120f'VlonStyn I - ` _ 1304Fi:7 <br /> � i. une ��,�. ,n - - � <br /> _ vo u ra na o>> �+ 5ei� �,�.�i,c,r 17U W Casino Hoad Everetl_Washin t�n <br /> ',1 i I_ L f �+ r; ie �t Hamsay S�gns --- <br /> ... � . tiO3�74fi-17S0 -- - . _ . _ —_ . .....- -� - --- <br /> Fa. 246 t39i lic TAK ;�. '� y'��L f;,ilo _ 6l9/t3 I',�un - °� - <br /> ------�- ---- — --- — <br />