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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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� <br />August 18, 1981 <br />Mr. Ken Cal].ahan, Building Official <br />Everett Building Department <br />City Hall <br />Everett, WA 98201 <br />REFERENCE: SEAPROP CORPORATION WARFil0U5E @ 7720 HARDESON ROAD <br />Dear Ken: <br />I have reviewed the correspondence, reports, drawings a:id revised details for the <br />referenced project, and have come to the following cunclusions: <br />1) The project required special inspections for the concrete work and concrete <br />rebar. The building did not get special inspections or even normal foundation <br />incpections. <br />2) The Building Code requires special inspections and was the owner's or the con- <br />tractor's responsibility to provide such inspections. <br />3) Where Cascade's inspector did report nan-compliance tiuith the drawings, the <br />contractor ignored him and overrode every such notification. <br />4) The Building Code requires a maximwn thiclmess to parn�l height ratio of one to <br />36. Hrnaever, I.C.B.O. will alloia a maxvmun ratio of one to 50 when the design <br />engineer takes full responsibility. The failure to provide panel to slab dowels <br />as detailed, changed the panel height ratio along with the change to 5� inch <br />thick panels to a ratio of 61.18 to one along coordinate 1, and 62.27 to one <br />alcn� coordirate 13. <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-N9 bars on one side and 2-N8 bars on Lhe other side, then <br />the reversal of thc bars means the building is structurally inadequate. How- <br />ever, the exact location of the deficiency should be checked to determine if <br />the inspector is correct. <br />6) The footing A1 required 5-N6 bars and unY.il soils reports verify the soil condi- <br />tions, the footings are inadequate. <br />7) Revibration or poimding of the fresh concrete destroys the bond of the concrete <br />to the rebars and destroys the ultimate strength of the concrete. <br />8) The desi�t engineer's letter throt,�s the complete responsibility upon the Buiiding <br />Department, however, Uecause of the failure of the oti+mer/contractor to comply <br />with the requirements oi the IIuilding Code, such responsibility should not bc <br />accepted by the Building Department. <br />I recoimnend that the building not be approved or accepted by the Building Department. <br />Sincerely, <br />J01L'� H. FARRF'vS, JR. <br />JFIP/ j cb <br />J <br />N� " <br />! _, <br />
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