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JOHN D. GRIFFIN ASSOCIATES <br /> Consultiny EngrneerlStruc(ural-Civil <br /> 11680 SLATER AVENUE N.E. KIFKLAND,WASHINGTON 98033 823•9903 <br /> Pu�rust �0, 1��F�� f nl ('� (� L'� � 1J l5 U <br /> � �SIS V <br /> SEP „ � �co:� <br /> CITY OF EVERE�`: <br /> Larry Callah�:n II15p�Ct1011 pept. <br /> I�uilding D.ir�ctor <br /> Cit;y Hall <br /> 3200 Cedar Street; <br /> Rv^rett, Y7a 9S2o1 <br /> Re: Plan Checl< 1�i2; <br /> Lvorc'�.r. :"::il i�;'i�a� P��'1< <br /> 1;��-:or i�ir. Call�:h._i;, <br /> Oi.ir respon�e t:o t.i�c :t� ucturat rcvieta ccn_::en1.� dai,�cl P.u,��u:;t 9, 19&� <br /> is a� follows: <br /> Co�,m�i�t 1. Notes on Sheet 58 call for special inspectiou. <br /> ut.her items mentioned in this comment to be r_nf'orced by <br /> f`.,erett Building Dept. <br /> Comn�nt 2. 'I�I��e structural notes on sheet S8 require all footings to bear <br /> ci, the very dense glacial till and that fill be compacted <br /> in 12 inch lifts to 9090 density. The contractor has a copp <br /> o� the soil report and therefore �•re do not feel it is necee�ary <br /> t,o duplicate in detail all the �oils Engineer recommendation� <br /> on the drao�in�s. Inspection by the Soils Engineer during <br /> constructicn should satisfy all the items mentioned in this <br /> c:�!i�rent. <br /> Ca�,�r,enr. 3. r:) �he Architect has revised the wall layout. No 4ralls <br /> sn;:n horizontal. See sheet S2 and A2 for nea� plan ar.d <br /> ci i mensions. <br /> b) 'I'he horizontal temperature reinforcing is adequate For <br /> t'nose cases where the wall spans horizontal. <br /> c? I'ier size k13S increased to 28" square to accomadate the <br /> 24" dian:eter fiber �lasa colur..n enclosure. 'I'ies �aere added <br /> to top oi ��ier. <br /> . comply. <br /> �� <br />