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6.0 Design Loads - Downward (Cont.): <br />6.2 Racking Dimensions for Point Loads (Cont.): <br />Fig. 6.2 Section A-A <br />6.3 Point Load Summary:Notes: <br />DLsys = 79 lbs./module -Base 2 repeat for larger width arrays. <br />Total DL = (Varies on location and ballast quantity) <br />SLm = 0 lbs./module <br />WLin (no snow) = 594 lbs./module <br />WLin (with snow) = 158 lbs./module <br /> <br /> <br />Max Total Load Per Base (lbs.) <br />load combinations (ASD) <br />Location Base <br />DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin) <br />South 1 49 138 67 <br />Interior 2 105 284 141 <br />2nd From North 3 96 274 131 <br />North 4 90 179 108 <br />Table 6.1-A Max Total Load per Base (lbs.) <br /> <br />Max Contact Pressure Table Per Base (psi) <br />load combinations (ASD)# of <br />Pads Location Base <br />DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin) <br />South 1 3 7 4 <br />Interior 2 6 15 8 <br />2nd From North 3 5 15 7 <br />2 <br />North 4 5 10 6 <br />South 1 1 4 2 <br />Interior 2 3 8 4 <br />2nd From North 3 3 7 4 <br />4 <br />North 4 2 5 3 <br />Table 6.1-B Max Point Load Summary (psi) <br />03/20/2024 <br />APPROVED FOR CONSTRUCTION <br />12 <br />PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 <br />(978) 688.4900 - www.panelclaw.com <br />1851 E Deere Ave - 101118504 & <br />20182282 <br />4/11/2024