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`: E� LI PS F <br />E N G I N E E R I N G <br />Structural Calculations <br />Steel Storage Racks <br />By Pipp Mobile Storage Systems, Inc. <br />PIPP PO #2234 SO #6155 <br />Torrid #5433 <br />Everett Mall <br />El' l iPS[-[n�Gi�d[E'.ING.COh1 <br />1402 SE Everett Mall Way — Space #175 <br />Everett, Washington 98208 <br />Prerared For: <br />Pipp Mobile Storage Systems, Inc. <br />2966 Wilson Drive NW <br />Walker, MI 49544 <br />�-L 5 r� `I -r��F� <br />��(w��i��(e. �aS e dnl�( <br />A PR O7 2015 <br />Please note: The calculalions contained within juslify the seismic resistance of Ihe shelving racks, lhe fixed <br />and mobile base supports, and the conneclion fo the existing partition walls (or both lateral and overturning <br />forces as required by Ihe 2012 Internalional Building Code. These storage racks are not accessible to the <br />general public. <br />PiI550ULA W WhiBIA FALLS SVOXAKE BE�D <br />lllHtllMSbfltlsnKMI5�7 <BtSMh�fDiqCdriNiffi,MISE11 C21Hl9fdYl�C10R�C.S�E1m;Atil'0.N.1�.:1 ]7BSN2DMe.S_a&B�Oiii1N7 <br />Rmrzltll�TlldTil•ia1�IR1Yf� Av'�el�l��l•i¢C58hTI�E Hvr.�1�1�1T]I•iu�9L4N1 IRve�StU�`�1•�ec1K113ll6�2 <br />