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Job Details <br /> Roof Snow Load -ASCE 7-16 Design Criteria <br /> Ground Snow Load (pg) 25.0 psf Wind Speed (Vuit) 110.Omph <br /> Section 7.2 Local Design Criteria <br /> Exposure Factor(Ce) 0.9 Exposure Category C <br /> Table 7.3-1 Risk Category 2 <br /> Thermal Factor(Cd 1.1 Mean Roof Height 20 ft <br /> Table 7.3-2 <br /> Importance Factor(/S) 1 Roof Type Gable Roof <br /> Table 1.5-2 Building Type Enclosed <br /> Flat Roof Snow Load (p f) 17.33 psf <br /> Equation 7.3-1 Roof Live Load <br /> Non-Slippery Surface Slope Factor 1 Existing Roof Live Load <br /> (CS) Figure 7.4-1 20 psf <br /> ASCE 7-16 Table 4.3-1 <br /> Roof Snow Load (Unreduced) 17.33 psf <br /> Equation 7.4-1 <br /> 1 Roof Dead Load <br /> Asphalt Shingles 2.0 psf No Drywall 0.0 psf <br /> 5/8" Plywood Sheathing 2.0 psf Solar Panel Array 2.74 psf <br /> Roof Framing 1.6 psf Dead Load Without Panels 6.8 psf <br /> Insulation 1.2 psf <br /> Roof Dead Load is taken from the worst case scenario dead load from all arrays of the job in order to provide a more <br /> conservative evaluation. <br /> 581 E Technology Ave, C1500 Orem, UT 84097 925-787-3067 www.rig htangleeng.com Page of <br />