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Project : <br />Project Number: <br />By : <br />Date : <br />Roof Dead Load <br />Roof Slope =: <br />Angle = <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 1.05 <br />2.2 1.05 <br />MEP & Misc.1.5 <br />Comp Shingle 4 1.05 <br />4 12 <br />18 <br />Material <br />Material Weight <br />(psf) <br />2.32 <br />1.50 <br />12.88 <br />1/2" Plywood 1.1 1.05 <br />Framing 3 1.05 <br />3.16 <br />1/2" Gypsum Ceiling <br />John Patrick Alcoran <br />PE <br />17-02-2023 <br />DL = <br />Increase due to <br />Roof Slope <br />Plan Projected Material <br />Weight (psf) <br />4.22 <br />1.16 <br />3.16 <br />0.53Insulation0.5 1.05 <br />2714 W Carlton Pl <br />04/04/23