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Page 2 of 2 <br /> 3. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind <br /> load uplift procedures of ASCE 7-10 and is specified below. These spacing requirements apply to all mount <br /> types indicated above. The following values have been verified by in-house testing and the mounting hardware <br /> manufacturers'data, which are available upon request. Panel support connections should be staggered, where <br /> possible,to distribute load to adjacent members. <br /> Modules in Lands cape Modules in Portrait <br /> Roof Zone Interior Ede Corner Interior Ede Corner <br /> Max Vertical Spacing in 40 40 40 66 66 66 <br /> Max Horizontal Spacing in 27 27 27 27 27 27 <br /> Max Uplift Load Ibs 335 267 247 566 451 417 <br /> Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will <br /> adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has <br /> been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida <br /> Building Code- Residential 6th Edition, current industry standards and practice, and the information supplied to us <br /> at the time of this report. <br /> If there are any questions regarding the above, or if more information is required, please contact me. <br /> \\\N%%II I II///// <br /> Regards, <br /> �.��\\4` FIE tN <br /> J. Matthew Walsh, PE * Ng 84 <br /> FL License No. 84923 — <br /> STATE OF 4J Z <br /> pNAL <br /> er, lV <br /> O <br /> ///I/1111110 <br /> 08/30/2019 <br />