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Project : <br />Project Number : <br />By : <br />Date : <br />Roof Dead Load (For Roof #1) <br />Roof Slope = : <br />Angle = degrees <br />Roof Live Load <br />Roof Live Load = psf (Refer ASCE 7-16, Table 4.3-1) <br />Roof Live Load with PV Array = psf 2022 CBC, Section 1607.14.4 <br />(Ceiling load and MEP is assumed to be not supported by rafter) <br />20 <br />0 <br />PV Array 3 1.06 <br />2.2 1.06 <br />MEP & Misc. 1.5 <br />Asphalt Shingle 4 1.06 <br />4.2 12 <br />19 <br />Material <br />Material Weight <br />(psf) <br />2.33 <br />1.50 <br />12.94 <br />1/2" Plywood 1.1 1.06 <br />Framing 3 1.06 <br />3.18 <br />1/2" Gypsum Ceiling <br />Kenneth Cheatham <br />PE <br />05-22-2025 <br />DL = <br />Increase due to <br />Roof Slope <br />Plan Projected Material <br />Weight (psf) <br />4.24 <br />1.17 <br />3.18 <br />0.53Insulation 0.5 1.06 <br />Page 4