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Array 1 <br />Array Details Beam Stresses <br />Roof Pitch 20°Beam Span 14.0'Panel <br />Orientation Portrait <br />Panel Quantity 4 Spacing 24.0"# of Panels on <br />Rafter 1 <br />Panel Area 70.33 ft²Roof Framing <br />Type <br />Pre-Manufac <br />tured Truss <br />Panel Distance <br />From Eave 6.0" <br />Wind Calculations - ASCE 7-16 <br />GCp Zone 1 or 2e <br />Figure 30.3-(2A-5B)-2.0 <br />Kz <br />Table 26.10-1 0.9 <br />Kht <br />Equation 26.8-1 1 <br />Kd <br />Table 26.6-1 0.85 <br />Ke <br />Table 26.9-1 1.0 <br />Wind Speed (Vult) <br />Local Design Criteria 95.0 mph <br />Velocity Pressure <br />Equation 26.10-1 17.68 psf <br />Design Pressure <br />Equation 29.4-7 g E =1.5 g a=0.74 -39.12 psf <br />Roof Attachments: Quickbolt QB2 5/16” lag <br />screw <br />Shear Capacity <br />NDS 2015 Table 12K 190.0 lbs <br />Pullout Capacity <br />NDS 2015 Table 12K 665.0 lbs <br />Lag Screw Embedment 2.5" <br />Pullout Tributary Area 30.4 ft² <br />Shear Tributary Area 192.3 ft² <br />Max Connection Spacing 72" <br />Prescriptive Method: California Existing Building Code 502A.4 <br />Total load on member without solar 10862.4 lbs <br />Total load on member with solar 8640.67 lbs <br />Total load increase on member 0.8% <br />581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 4 of 5 <br />2112 S Woodland <br />Pl06/20/23