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Job Details <br />Roof Snow Load - ASCE 7-16 Design Criteria <br />Ground Snow Load (pg) <br />Section 7.2 0.0 psf Design Wind Speed 95.0mph <br />Exposure Factor (Ce) <br />Table 7.3-1 0.9 Exposure Category C <br />Thermal Factor (C t) <br />Table 7.3-2 1.1 Risk Category 2 <br />Importance Factor (Is) <br />Table 1.5-2 1 Mean Roof Height 30 ft <br />Flat Roof Snow Load (pƒ) <br />Equation 7.3-1 0.0 psf Roof Type Gable Roof <br />Slippery Surface Slope Factor <br />(C s) <br />Figure 7.4-1 <br />0.83 Building Type Enclosed <br />Non-Slippery Surface Slope <br />Factor (C s) <br />Figure 7.4-1 <br />1 <br />Roof Live Load <br />Roof Snow Load <br />Equation 7.4-1 0.0 psf Existing Roof Live Load <br />ASCE 7-16 Table 4.3-1 20 psf <br />Reduced Snow Load (Slippery <br />Surface) <br />Equation 7.4-1 <br />0.0 psf <br />1Roof Dead Load <br />Asphalt Shingles 2.0 psf No Drywall 0.0 psf <br />5/8" Plywood Sheathing 2.0 psf Solar Panel Array 2.89 psf <br />Roof Framing 4 psf Dead Load Without Panels 9.2 psf <br />Insulation 1.2 psf <br />1Roof 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.rightangleeng.com | Page 3 of 5 <br />2112 S Woodland <br />Pl06/20/23