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LI <br /> LATERAL CALC5 <br /> Typical Design Criteria: <br /> Seismic Zone 0 <br /> Wind Speed 110 mph 3-5ec Gust <br /> (80 mph, Exp B) <br /> Summary: <br /> Front-Back Direction: The addition increases, the lateral wind loads at the <br /> existing wall that interfaces with the addition (formerly the right <br /> exterior elevation). In addition to the increased loads, this wall <br /> has neve openings. <br /> Left-Kight Direction: The addition does not increase the lateral wind loads <br /> in this, direction, however there are new openings that need to <br /> be considered in designing the lateral system. <br /> PROFESSIONAL EN('_i!NEFzPR <br /> 1 hereby certify tha'ths plan,sPecilication,or <br /> relmi was prepared t'y n7n or under my diroct <br /> supervislOn and th it l£i—a duly!iwnscd <br /> Professional Ermine,'r under thee'lads o;Iie <br /> State of Minneso" <br /> W iA esent)'.rTy <br /> Signature: �"�• <br /> Date icense# 43025 <br />