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SEISMIC DESIGN PER ASCE 7-16 <br />Site Classification D_DEFAULT Section 11.4.3 (ASCE 7-16) <br />S 1.279 g Section 11.4.2 (ASCE 7-16) <br />Risk Category II <br />Site Coefficient, F (Minimum 1.2)1.2 Table 11.4-1 (ASCE 7-16) <br />S 1.535 g Section 11.4.4 (ASCE 7-16) <br />S 1.023 g Section 11.4.5 (ASCE 7-16) <br />Module Weight 51.80 lbs <br />Racking and Ballast Weight to One Module 67.50 lbs <br />Capacity of Connections to One Module (N/S)348.00 lbs <br />Capacity of Connections to One Module (E/W)764.00 lbs <br />W1 (Module, Racking, and Ballast Weight to One Module)119.30 lbs <br />Maximum of 0.133 S W1 or 0.1 W1 16.24 lbs <br />Maximum Number of Modules per Row (N‐S)18 <br />Maximum Number of Modules per Column (E‐W)39 <br />Building Importance Factor, I 1.00 Table 1.5-2 (ASCE 7-16) <br />Importance Factor of Array, I 1.00 Section 13.6-1 (ASCE 7-16) <br />Design for Seismic Separation δ =[max(I (S -0.4) x 60, 24) in] or 24 in 24.00"Section 13.6.12 (ASCE 7-16) <br />Setback Between Arrays (0.5 x I x δ )12.00"Section 13.6.12 (ASCE 7-16) <br />Setback Between Array and Objects (I x δ )24.00" Section 13.6.12 (ASCE 7-16) <br />Setback Between Array and Edge of Parapet (I x δ )24.00" Section 13.6.12 (ASCE 7-16) <br />Setback Between Array and Roof Edge without Parapet (1.5 x I x δ )48.00" Section 13.6.12 (ASCE 7-16) <br />s <br />a <br />MS <br />DS <br />DS <br />e <br />p <br />mpv e DS 2 <br />p mpv <br />P mpv <br />e mpv <br />e mpv <br />2621 S Birch St - <br />101112561-201777 <br />9607/17/23