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DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 <br /> Wind Parameters <br /> Wind Speed 138 mph <br /> Exposure Category l B <br /> Roof Angle, 0 26.0 deg <br /> Product Information <br /> No.of Panels 23 <br /> Weight 3.00 psf including mounting system <br /> Installed Area 443.7 ft2 <br /> No. of Connectors 30 <br /> i <br /> Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing <br /> 69.32 pIf I <br /> Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) <br /> 35.32 pIf <br /> Change in Demand=(Total New Load-Existing Load)/Existing Load <br /> -49.05% <br /> i <br /> Per 2020 FBC 1607.12.5.1,live load is not applied where solar panels are present. MIAs such, loading of the <br /> trusses is reduced with addition of PV. <br /> 20.20 FBC Section AJ104.1 states: <br /> "Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive <br /> reconstruction shall not be required to be evaluated." <br /> I <br /> I <br /> 2018 IRC Section AJ501.4 states: <br /> "The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous <br /> condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or <br /> dangerous shall be made to comply with the applicable requirements of this code." <br /> I <br /> I - <br /> i <br /> I <br /> I <br /> I <br /> Page 2 of 4 <br /> I <br /> i <br />