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Roof Area 1: Array 1 <br />Portrait Modules - Rails Running Across Slope <br />Clamp Checks - Exposed zones <br />ZONES 1, 2E 2N, 2R, 3E 3R <br />CONNECTION-TYPE End-End End-Mid Mid-Mid End-End End-Mid Mid-Mid End-End End-Mid Mid-Mid <br />Up Load N/A 244 244 N/A 378 N/A N/A N/A N/A <br />Check OK OK OK OK OK OK OK OK OK <br />Side Load N/A 244 244 N/A 378 N/A N/A N/A N/A <br />Check OK OK OK OK OK OK OK OK OK <br />Lateral Load N/A 244 244 N/A 378 N/A N/A N/A N/A <br />NXT UMOUNT RAIL SPANS <br />[IN] <br />1, 2E 2N, 2R, 3E 3R <br />DESIGN SPAN (NON- <br />EXPOSED) <br />48 48 48 <br />DESIGN SPAN (EXPOSED)48 48 48 <br />Max Cantilever (Non- <br />Exposed) <br />16 16 16 <br />Max Cantilever <br />(Exposed) <br />16 16 16 <br />Max Span (Non- <br />Exposed) <br />85 85 83 <br />Max Span (Exposed)85 76 72 <br />ZONES 1, 2E 2N, 2R, 3E 3R <br />NO OF RAILS(EXPOSED)2 2 2 <br />NO OF RAILS(NON- <br />EXPOSED) <br />2 2 2 <br />DESIGN PRESSURES [PSF]1, 2E 2N, 2R, 3E 3R <br />Up (Non-Exposed)-8.0 -11.1 -13.6 <br />Up (Exposed)-11.4 -17.5 -21.3 <br />Down (Non-Exposed)12.3 12.3 12.3 <br />Down (Exposed)12.3 12.3 12.3 <br />Downslope 2.2 2.2 2.2 <br />Lateral 1.5 1.5 1.5 <br />MAXIMUM POINT LOADS [LBS]1, 2E 2N, 2R, 3E 3R <br />Up (Non-Exposed)-90.1 -125.4 -154.0 <br />Up (Exposed)-129.1 -197.3 -240.1 <br />Down (Non-Exposed)139.1 139.1 139.1 <br />Down (Exposed)139.1 139.1 139.1 <br />Downslope (Non-Exposed)25.4 25.4 25.4 <br />Downslope (Exposed)25.4 25.4 25.4 <br />Lateral (Non-Exposed)17.2 17.2 17.2 <br />Lateral (Exposed)17.2 17.2 17.2 <br />Tributary Area (Non-Exposed) [ft ] 11.3 11.3 11.3 <br />Tributary Area (Exposed) [ft ] 11.3 11.3 11.3 <br />ROOF PITCH:14° <br />2 <br />2 <br />1113 S Shelley St <br />01/25/23