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20-93
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20-93
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Last modified
5/5/2022 10:59:20 AM
Creation date
3/2/2022 8:35:10 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-93
Building Department - Name
LUGO,ANTONIO & NILDA
Address
38801 FEATHERING WAY
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e <br /> DocuSign Envelope ID:OD4CB649-067E-48AC-B077-51269993A422 <br /> Page 2 of 2 <br /> 3. The following mounting types shall be used. Please refer to-the mounting details for the associated required <br /> penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per <br /> connection and therefore is adequate: <br /> • EcoFasten with Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications <br /> (NDS)of timber construction specifications for Southern Pine is 235 Ibs/inch penetration. <br /> 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC <br /> 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. <br /> 5. 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 40 40 40 66 66 66 <br /> Max Horizontal Spacing in 48 48 48 48 48 48 <br /> Max Uplift Load Ibs 560 448 415 332 266 246 <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 /> \\\\\\IIIII////// <br /> Regards, <br /> J. Matthew Walsh, PE <br /> FL License No. 84923 — * A_ (8484 <br /> DocuSigned by: Qi <br /> � STATE OF ;vj <br /> � <br /> 0 <br /> E:L,,i,.20514FE4D2... �// ice` Ft ORI�P� �\��\\ <br /> Matt Walsh ///s��ONAi,��\\\\\ <br /> II <br /> May 7, 2020 10:18 PM MDT <br /> 05/07/2020 <br /> This item has been electronically signed and sealed <br /> by Matt Walsh using a Digital signature and date. <br /> Printed copies of this document are not considered <br /> signed and sealed and the signature must be verified <br /> on any electronic copies. <br /> V1 V f'I ) � <br />
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