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Job Details <br />Roof Snow Load - ASCE 7-16 <br />Ground Snow Load (pg) <br />Section 7.2 0.0 psf <br />Exposure Factor (Ce) <br />Table 7.3-1 0.9 <br />Thermal Factor (Ct) <br />Table 7.3-2 1.1 <br />Importance Factor (Is) <br />Table 1.5-2 1 <br />Flat Roof Snow Load (pƒ) <br />Equation 7.3-1 0.0 psf <br />Non-Slippery Surface Slope Factor <br />(Cs) Figure 7.4-1 1 <br />Slippery Surface Slope Factor (Cs) <br />Figure 7.4-1 1 <br />Roof Snow Load <br />Equation 7.4-1 0.0 psf <br />Reduced Snow Load (Slippery <br />Surface) <br />Equation 7.4-1 <br />0.0 psf <br />Design Criteria <br />Wind Speed (Vult) <br />Local Design Criteria 96.0mph <br />Exposure Category C <br />Risk Category 2 <br />Mean Roof Height 20 ft <br />Roof Type Gable Roof <br />Building Type Enclosed <br />Roof Live Load <br />Existing Roof Live Load <br />ASCE 7-16 Table 4.3-1 20 psf <br />1Roof Dead Load <br />Rolled Shingle Roof 1.5 psf No Drywall 0.0 psf <br />5/8" Plywood Sheathing 2.0 psf Solar Panel Array 2.74 psf <br />Roof Framing 1.57 psf Dead Load Without Panels 6.27 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 />757 Technology Ave, F31 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 3 of 9 <br />5313 W Henderson <br />Pl2/5/2025