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7.0 Design Loads - Seismic (Cont.): <br />7.4 Vertical Seismic Force Check: <br />Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The table <br />below provides the mechanical attachment requirements for each sub-array within this project. <br /> <br />Nomenclature: <br />WP = Sub-Array Weight <br />FPV = Vertical Seismic Force <br />FRV = Vertical Seismic Resisting Force <br /> <br />Array Information Vertical Force Verification Results <br />Sub- <br />Array <br />Name <br />WP <br />(lbs.) <br />FPV <br />(lbs.) <br />FRV <br />(lbs.) <br />0.7 FPV - <br />FRV (lbs.) <br />MA's <br />Required <br />Total MA <br />Capacity <br />(lbs.) <br />Total <br />MA's <br />Provided <br />Acceptable <br />1.1 3,736 786 2,242 -1,692 0 5,794 18 Yes <br />1.2 3,257 685 1,954 -1,474 0 6,077 19 Yes <br />1.3 3,642 766 2,185 -1,649 0 5,412 18 Yes <br />1.4 3,206 674 1,923 -1,451 0 6,549 21 Yes <br />Total:13,841 lbs.2,912 lbs.8,304 lbs.-6,266 lbs.0 23,832 76 <br /> <br />Table7.2 - Summary of Mechanical Attachment Requirements <br />* MA's Required = 0.7 FPV - FRV/MA strength <br />02/01/2024 <br />APPROVED FOR CONSTRUCTION <br />15 <br />PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 <br />(978) 688.4900 - www.panelclaw.com <br />2130 N Grand Ave <br />10/1/2024