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� <br /> � <br /> ` Paumen &t Associates, Inc. <br /> Structural Engineers <br /> 929 12�' St E., Suite 1 Glencoe, MN 55336 <br /> Phone: (320) 864-5642 FAX: (320) 864-5672 <br /> www.paumenassociates.com <br /> Au�ust 13,2013 <br /> Everlast Enterprises <br /> Jim Cleary <br /> 4109 N Shore Drive <br /> Mound,MN 55364 <br /> RE: Steel Beam Design <br /> Staloch/Stewart Residence <br /> 2080 Shoreline Drive <br /> Wayzata, IVIN <br /> Dear Cleary: <br /> In response to your request, we have carried out the structural engineering that you have <br /> requested: we have determined the steel beam size required ta support the roof and floor <br /> system of the residence identified above. We have based our design upon (4) page <br /> remodeling plan, drawn by Joe's Drafting and Design and dated 5/15/13, which you <br /> provided to us as well as information that you gave us over the phone. <br /> Our design follows the requirements of the Minnesota State Building Code and the <br /> International Residential Code, 2006 edition. This includes a roof snow load of 35 psf, a <br /> total roof dead load of 20 psf,a floor live load of 40 psf, and a total floor dead load of 15 <br /> psf. We have interpreted the beam loading circumstances, based upon the information <br /> that you provided us with,as follows: <br /> • The steel beam will have clear spans of 20'-0"and 17'-0"as shown on the <br /> enclosed detail on page 3 of 6 of this report. <br /> • T'he steel beam will support one end of the exisring floor joists spanning a <br /> maximum of 16'-0"which must be field verified. <br /> • The said steel beam also supports one end of the deck joists / roof joists <br /> spanning 10'-0". The deck joists are assumed to have a maximum dead <br /> load of 15 psf. <br />