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a a SHUTLER <br /> CONSULTING <br /> _ ENGINEERS,INC. 12503 Bel-Red Road.,Suite 100,Bellevue,WA 98005*(425)450-4075*(425)450-4076 Fax <br /> FAX - MEMORANDUM <br /> DATE:Februaty28, 2017 Number of Pages 1 <br /> TO: Colby LeClaire <br /> Northway Construction <br /> Fax/Email: colby@northwayinc.com FROM: <br /> John Headland, P.E. <br /> 'RE: JBC Product Management -dock levelers pits <br /> Powder Mill Business Center Bldg 'D' <br /> Everett, WA <br /> I have reviewed the details that you are using for the dock leveler pits at this building which were <br /> prepared by Rack Design & Engineering. <br /> The walls and slab are a minimum of 6" thick concrete, reinforced with 44 bars at 12" o.c., the <br /> concrete strength is 2500-_psi, the rebar strength is a minimum of 40,000 psi, and the rebar is driven <br /> 6"_into the existing concrete slab around the perimeter of the pit. No epoxy was used to attach the <br /> new rebar to the existing concrete. <br /> These details are structurally acceptable for the creation of the dock leveler pit. If you have any <br /> questions or need additional information, please give me a call. <br /> G l�E-4 <br /> 31757.�t <br /> te''cYE1�"iST�ty�( I� <br /> Job#14-22.10A <br /> a <br /> r <br />