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7720 HARDESON RD BASE FILE 2016-01-01 MF Import
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7720 HARDESON RD BASE FILE 2016-01-01 MF Import
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Last modified
5/18/2017 2:26:59 PM
Creation date
2/21/2017 12:26:55 AM
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Address Document
Street Name
HARDESON RD
Street Number
7720
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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August 18, 1981 <br />htr. Ken Callahan, Building Official <br />Gverett Build.ing Department <br />City Hall <br />Evcrett, WA 98201 <br />REFERENCE: SEAPROP CORPORATION WARFliUUSE @ 7720 IIARDESON ROAD <br />Dear Ken: <br />I have reviewed the correspondence, reports, drawings and rnvised drtails for the <br />referenced project, and have come to tl�e folloiviiig conclusions: <br />1) The project required special inspections for the concrete work and concrete <br />rebar. 'f7ie building did not get special inspections or e��en notmal foundation <br />inspections. <br />2) The Ruilding Code requires special inspections and was the o��mer's or the con- <br />tractor's responsibility to provide such inspections. <br />3) A'here Cascade's inspector did report non-compliance with the drawings, the <br />contractor ignored him and overrode every such notification. <br />4) The Building Code requires a maximwn thicl.ness to panel height ratio of one to <br />56. However, L C.B.O. will alloi�� a maxvnwn ratio of one to 50 when the design <br />engiaeer takes full responsibility. The failure to provide panel to siab dowels <br />as detailed, d�inged the panel height r..tio along with the change to 5� inch <br />thick panels to a ratio of 61.18 to one nlong coordinate 1, and 62.27 to one <br />along coordinate i3. <br />5) Cascade's inspector also noted a failure to comply with the steel placement <br />requirements of detail 11/S2, which the engineer did not recognize. If the <br />design required the 4-H9 bars on one side and 2-IIS bars on the other side, then <br />the reversal of the bars means the building is structiu•ally inadequate. How- <br />ever, the ezact location of the deficiency should be checked to determine if <br />the inspector is correct. <br />G) The footing A1 required 5-HG bars and urtil soils reports verify the soil condi- <br />tions, the footings arc inadequate. <br />7) ReviUration or pounding of the fresh concrete destroys the Uond of the concrete <br />to the rebars and destroys the ultimate strength of the concrete. <br />8) The desigu engincer's letter throws thc comi:letc responsibility upon thc '3uilding <br />Department, however, Uccause of the fai.lure of the owner/contractor to con�ply <br />iaitli the requirements of thc 13uilding Cocie, suclt i•esponsibility should not be <br />accepted Uy tlie Building Department. <br />I recoimnend that the builcling not Ue approved or accepted by the Building Department. <br />�7 f ���1.Gz� �, <br />ii. r �s, Ju. V <br />.n�r•/��� <br />I�����d�� <br />F�UG 'i 3 1y81�' <br />C.r�Y �OF EVERE.�C'. � <br />fir,�::*.frr�itY� I�epk. <br />� <br />J <br />
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