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DocuSign Envelope ID:287D807B-5824-4F28-9BCD-6EE806ACFOFC <br /> 2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing <br /> surface of the roof. <br /> 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting <br /> method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per <br /> mount and therefore is adequate. <br /> • Corruslide: (2) 1/4"sheet metal screws. Full penetration through 28 gauge minimum metal required. <br /> 4. 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. These spacing requirements apply to all mount types indicated above. <br /> The following values have been verified by in-house testing and the mounting hardware manufacturers' data, <br /> which are available upon request. Panel support connections should be staggered, where possible,to distribute <br /> load to adjacent members. <br /> Modules in Landscape 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 192 154 142 322 129 60 <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 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 /> \\o\111I1111 <br /> Regards, <br /> J. Matthew Walsh, PE <br /> FL License No. 84923 = N 84 + <br /> _ ate►r/ - � _ <br /> DoeuSigned by. ' <br /> STATE OF <br /> E9' LJ <br /> i ® • 41 \ <br /> 7AEEB20514FE402... /��� �CCOR1OP�,r���\�\ <br /> Matt Walsh NA 10\\\\�\ <br /> This item has been electronically signed and sealed by 08/21/2020 <br /> Matt Walsh using a Digital Signature and date.Printed <br /> copies of this document are not considered signed and <br /> sealed and the signature must be verified on any <br /> electronic copies. <br /> Page 2 of 2 � v i in 1-m® s o!a r <br />