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_� o•..��=rl'I G�I� <br /> Frern : RH'�'POIh1T C�F.PU?RTIuIi <br /> � - FHONE No. : ?�J6 6�7 6E71 M.r. U3 1_c_ _ <br /> G.,, (y.li•. C`NAPMAN . <br /> �� &, .E1SSC)C)A'i'};S <br /> , :.�, . .�.�� �,. ,� ,. �. �.�:. , <br /> � iieFi s.e. ist s««� <br /> � III;I.i.F.VI IF.,\\�A 9FfY15 <br /> (2pC4 454•4?7 i • PAY� 154•SORI <br /> n9arch ], 19)6 , <br />� <br /> llTlly 1lomes <br /> 3316 1'uhruian A��c. L'ast � l.y lJ lb � U LS <br /> fieutlle, VJashiul;lvn 9K10? . D <br /> s�,e���t; n��k�o�s�.s M A R 0 6 1 9 9 6 <br /> Reaidence Lot A5, The Prescrv� <br /> ............................................. <br /> liverett, �'�'Asti�i��6��"' ��� CITY OF EVERET7 <br /> g�dg. Permit Counter <br /> 'I'he pl�ins c�u�ub�C'' rc`�t'°stcd confirmntion tliat thc sub}�et deek joists wc�uld Ue adeyuate for n l:ve �oad of 60 ` <br /> pound::��cr s�i�ere foot ( t,�r�. <br /> �'1'he joist �+'er� +i��� �'it deflecticm criteria.ratlicr lLau livc and dcad 1oud5. Iieducing the enntilever�vill oerease <br /> thc deflection xnd decrcase the stresses. <br /> 7'���bending stress i�a the Joist is less ili��� ?��psi. <br /> The horizontal shear stress is lcss tl�fln 24 psi. <br /> Bending stress, shear stress aud dcflection are all ���itliin tl�e L7nilortn 13uildu�g �'���� �Ilo��'ables based on � 1�`'� <br /> luad of 6U ysf� <br /> Sincerel>' )'i�urs, � CI��� <br /> �� aF wnsy,,�,c 1,Y <br /> �� j � � <br /> '�,v� � � - � " � ; <br /> �'�`�-- .� • <br /> 1766 <br /> Glen E. ChapmAn P. F,. > S. E. ;' �p R�rstE�� <br /> �S�UNAL <br /> . EXPIRE9 �^ � <br /> � <br /> . , , <br /> e <br /> - Tf�y`�- t 41nT� <br /> _ ""l, . -_ _ . l :. .. .... , - . , . ,t�i45+i�111��y <br /> C YSL !'"�'^A�l4. X� �V. .. . . .. .. „ �1�1�lF�n��c � 1i� <br /> . . .3 .�....�. e.de.P�.f L '.\ v � 'et .. . . _ _ ' . 4 , f •�`. <br />