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. <br /> ; . . <br /> Page 2 of 2 <br /> pullout value, utilizing a penetration depth of 2Yz", is less than the maximum allowable per connection and <br /> therefore is adequate. <br /> 4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph A above, using the wind <br /> load uplift procedures of ASCE 7-10 and is specified below. The following values have been verified by in- <br /> house testing and the mounting hardware manufacturers' data, which are available upon request. Panel <br /> support connections shall be staggered to distribute load to adjacent members. <br /> Modules in Landsca e Modules in Portrait <br /> Roof Zone Interior Ed e Corner Interior Ed e Corner <br /> Max Vertical S acin in 40 40 40 66 66 66 <br /> Max Horizontal S acin in 48 48 48 48 48 48 <br /> Max U lift Load Ibs 335 267 247 566 451 417 <br /> D.Summary <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 is in <br /> conformance with the 2014 Florida Building Code- Residential 5th Edition, current industry standards and practice, <br /> and the information supplied to us 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 /> Regards, � " <br /> Clint C. Karren, PE <br /> FL License No. 81580 _ '� _ <br /> .- � .. -. - <br /> .- =� - : <br /> � � �� <br />