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SEISMIC DESIGN PER ASCE 7-16 <br />Site Classification D_DEFAULT Section 11.4.3 (ASCE 7-16) <br />S 1.289 g Section 11.4.2 (ASCE 7-16) <br />S 0.460 g Section 11.4.2 (ASCE 7-16) <br />Risk Category II <br />Coefficient of Friction 0.4 UTR 229 <br />Site Coefficient, F (Minimum 1.2) 1.200 Table 11.4-1 (ASCE 7-16) <br />Site Coefficient, F 1.840 Table 11.4-2 (ASCE 7-16) <br />S 1.547 g Section 11.4.4 (ASCE 7-16) <br />S 0.846 g Section 11.4.4 (ASCE 7-16) <br />S 1.031 g Section 11.4.5 (ASCE 7-16) <br />S 0.564 g Section 11.4.5 (ASCE 7-16) <br />Module Weight 69.44 lbs <br />Racking and Ballast Weight to One Module 66.12 lbs <br />Capacity of Connections to One Module (N/S) 227.00 lbs UTR 332 <br />Capacity of Connections to One Module (E/W) 377.00 lbs UTR 332 <br />W1 (Module, Racking, and Ballast Weight to One Module) 135.56 lbs <br />0.2 S W1 27.96 lbs Section 13.6.12 (ASCE 7-16) <br />Maximum Number of Modules per Row (N‐S) 8 <br />Maximum Number of Modules per Column (E‐W) 13 <br />Building Importance Factor, I 1.00 Table 1.5-2 (ASCE 7-16) <br />Importance Factor of Array, I 1.00 Section 13.1.3 (ASCE 7-16) <br />Seismic Design Category D Section 11.6 (ASCE 7-16) <br />Seismic Design Displacement δ =[max(5I (S -0.4) x 12, 24in)] 24.00"Section 13.6.12 (ASCE 7-16) <br />Setback Between Arrays (0.5 x δ ) 12.00"Section 13.6.12 (ASCE 7-16) <br />Setback Between Array and Objects (δ ) 24.00" Section 13.6.12 (ASCE 7-16) <br />Setback Between Array and Roof Edge without Parapet (2 x δ ) 48.00" Section 13.6.12 (ASCE 7-16) <br />s <br />1 <br />a <br />v <br />MS <br />M1 <br />DS <br />D1 <br />DS <br />e <br />p <br />mpv e DS 2 <br />mpv <br />mpv <br />mpv <br />Page 16 of 32 <br />Page 36