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6.0 Design Loads - Downward: <br />6.1 Downward Wind Load Calculation: <br />WLin = qz * Am * GCP * cos θ <br />Where: <br />qz =19.25 psf (Ref. Section 3.1, Wind Load Data) <br />Am =27.64 sq.ft.(Single Module Area)(Ref. Section 1.1, General Project <br />Information) <br />θ =8.99 deg.(Ref. Section 1.1, General Project <br />Information) <br />GCP =1.13 (Inward)(Proprietary Wind Tunnel Data) <br />GCP =0.30 (Inward with snow)(ASCE 7-16 figure 30.3-5A) <br />WLin(no snow) = 594 lbs./module <br />WLin(with snow) = 158 lbs./module <br />Contact Base by Location:                                                        Contact Pad by Information: <br />1 =South Distance Between C.C. outer Pads =12.5 in. <br />2 =Interior Typical Pad Area =9 sq.in. <br />3 =2nd from North <br />4 =North <br /> 6.2 Racking Dimensions for Point Loads: <br />Inter-Module Support <br />spacing (S) = 48.62 in. <br />Inter-Column Support <br />Spacing (L) = 41.34 in. <br />Fig. 6.1 Typical Array Plan View <br />(Section A-A) on Next Page <br />03/20/2024 <br />APPROVED FOR CONSTRUCTION <br />11 <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