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PROJECT TITLE:Hiner Partners <br />PROJECT ID:QR-20230908-45506 <br />Name:Solar Symphony Construction, Inc.Designed By: SK <br />Address:1605 E 4th St Product: RM5 <br />City, State:Santa Ana, CA 92701, USA 480 Watt Panels <br />Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft. <br />480 Watts 21.1 kWs <br />Site Classification:D-Default <br />Ss:1.29 g <br />Risk Category:II <br />Fa:1.20 <br />SMS:1.54 g <br />SDS:1.03 g <br />Module Weight:58 lbs <br />Racking and Ballast Weight to One Module:89 lbs <br />Capacity of Connections to One Module (N/S):348 lbs <br />Capacity of Connections to One Module (E/W):284 lbs <br />W1 (Module, Racking, and Ballast Weight to One Module):148 lbs <br />0.2 SDS W1:20.2 <br />Seismic Design category D <br />Building Importance Factor:1.00 <br />Importance Factor of Array:1.00 <br />Design for Seismic Separation DMPV=[5Ie(SDS-0.4)^2*12 in] or 24 in:24 in ←ASCE 7-16, 13.6.12 <br />Setback Between Arrays (0.5DMPV):12 in ←ASCE 7-16,13.6.12 <br />Setback Between Array and Objects (DMPV):24 in ←ASCE 7-16, 13.6.12 <br />Setback Between Array and Edge of Parapet (DMPV):24 in ←ASCE 7-16,13.6.12 <br />Setback Between Array and Roof Edge without Parapet (2*DMPV):48 in ←ASCE 7-16, 13.6.12 <br />9-9-23 2:47 PM <br />PROJECT REPORT <br />VERSION:INT 10.20.22 <br />SEISMIC DESIGN PER ASCE 7-16, 13.6.12 <br />SEISMIC DESIGN <br />5 <br />1605 E 4th St - 101113848 and <br />20178713 <br />11/15/2023