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February 24, 201 2 <br /> Page 3 of 3 <br /> Furthermore, RAMAKER hereby states that this document represents the entire report and that it assumes no <br /> liability for any factual changes that may occur after the date of this report. All representations, <br /> recommendations and conclusions are based on the information contained and set forth herein. If you are <br /> aware of any information contrary to that contained herein, or if you are aware of any defects arising <br /> from the original design, material,fabrication and erection deficiencies, you should disregard this report <br /> and immediately contact RAMAKER. RAMAKER is not liable for any representation, recommendation or <br /> conclusion not expressly stated herein. <br /> The loading configuration used in the analysis is based on information provided by GOODMAN, who is <br /> responsible for verifying that the existing loading on the structure is consistent with the loading applied to <br /> the structure within this report. <br /> If you have any questions or comments, please do not hesitate to contact our office. <br /> Sincerely, <br /> RAMAKER & ASSOCIATES, INC. <br /> ,7 .614.11 . (.11-‘ _,,ty...„EL._- Mula b-- Mtri/e 4Nsc(-1444+ <br /> Christopher D. Schaub Thomas E. Moore, P.E. TNOMAS <br /> Engineering Technician Project Engineer MOORS <br /> -3FS74f <br /> MADISON )4;3 <br /> G <br /> <Ne44v4onto..s� 1 E * <br /> oNA <br />