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��� ��' ' �� _ - . _; .. _� _ ` __.. . �___ , _ _ _ <br /> _i�-. � -�,.F- - }-^�,,� �� � <br /> _ a -,��� ,��,�,, �; � <br /> Jamie Johnson, Insnecti.on tiupervisor <br /> Janu.ary 19, 1974 <br /> 8. The dracvings sho��i rein£orcentent snl.ices in areas of: tension. Thc code <br /> requires class D splices enciosed in a soiral. The solices do not meet tlte <br /> code. Section 2607(n)1. <br /> 9. SuUmit complete structurai calculation for. the entire pro.lect. <br /> This is a very poor submission, leavinn the entire code requirements on the <br /> contractor, who obviously docs noC !rn�,ca Che reauirements or d1e strur_turai. <br /> design. I recommend sCopping worl. until all structural reaui.rements have <br /> been fully met. <br /> Sincerely, <br /> ��� � � / � � �. <br /> 'y!�7i l './ i(, i.�fL ri ,- � <br /> ; � � <br /> ;John H. Farrens, J�. <br /> JIiI'/f f <br /> G�� � i� 15 � �1J1f� n <br /> - - lUj <br /> JAN 21 1�?75 <br /> CITY OF EVERETT <br /> Inspeeti�n Depf. <br /> � <br /> � <br />