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� _- <br /> ������ ���� . <br /> t <br /> �Voigt & Associates, Inc. <br /> ' STRUCTURAL ENGINF.F.RING SERVICES <br /> 4635 NICOLS RD. SUITE 204 <br /> EAGAN, MN 55122 <br /> - PH. (651) 686-7727 FAX. {651) 686-8444 <br /> August 31, 2009 <br /> Mr_ Al Seran <br /> 4099 Highwood Road <br /> Maund, MN 55364 <br /> Dear Mr. Seran, <br /> At your nequest we have reviewed the following items on the drawings that you have �pplied to us for your addition located in <br /> Orono, MN. <br /> Tall CMU wall shown on section S 1—Assumed lateral earth pressvre of 45 pcf <br /> We have marked up a partial section of S1 and have attached it as SK1. SK1 shows requirai wall reinforcement and bracing <br /> at the floor levels. <br /> New walUfootin�connection to existing walUfooting <br /> Attached is SK2 showing typical connections. <br /> The information and opimons contained her�ein ar+e based upon the limited imestigatian described at the beginning of this report. No <br /> w�urar�ties are e�ressed or implied regarding the e�stence of other tmknown conditions not specifically addressed. Our work is in <br /> accordance with generally accepted engineering standards and is not intended to be relied upon or transfemed to individuals ather than <br /> the addressce. Should information or conditions become known which differ from the discussion herein, they may alter the opinions or <br /> conclusions of the undersigned. <br /> Please call if you have any questians. <br /> Sincerely, <br /> L�-��� i��'�J/ <br /> A1 Malecha, PE <br /> � <br /> � � � V <br /> Paul W. Voigt, PE <br /> Enclosures: SK1, SK2 <br /> a����p t,hat thiA �i, epeo��„�fl. <br /> �� euPerviepion a����°Y'�'r4Y <br /> ����e�innal Ftn�Yn�,� <br /> 8tate of <br /> �C. � . J . <br /> ^�� G+ ( , ''.�..r�...0 <br /> �'�` Re8• No. !3� <br />