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Date :11/17/2025 <br />Job Code: DIAMOND ADU <br />5 of 6 <br />Moment DCR = <br />Shear DCR = <br />LC1: D+L <br />Deflection (in.) = <br />Deflection Limit (in.) = <br />Deflection DCR = <br />LC2: S <br />Deflection (in.) = <br />Deflection Limit (in.) = <br />Deflection DCR = <br />LC3: W (Down) <br />Deflection (in.) = <br />Deflection Limit (in.) = <br />Deflection DCR = <br />LC4: W (Up) <br />Deflection (in.) = <br />Deflection Limit (in.) = <br />Deflection DCR = <br />Seismic Check: <br />Wall Weight (psf) = <br />Tributary Wall Area (ft2) = <br />Total Wall Weight (lbs) = <br />Roof Weight (psf) = <br />Roof Area (ft2) = <br />Total Roof Weight (lbs) = <br />Total Existing Weight (lbs) = <br />PV Panel Weight (lbs) = <br />Number of Panels = <br />Total Additional PV Weight (lbs) = <br />(Existing W + Additional W)/(Existing W) =1.01 <br />Additional PV Weight: <br />49 <br />8 <br />392 <br />Weight Increase: <br />2100 <br />35700 <br />7 <br />1200 <br />8902 <br />44602 <br />0.02 0.02 <br />Existing Weight: <br />17 <br />-0.02 -0.02 <br />1.07 1.07 <br />1.07 1.07 <br />0.01 0.01 <br />0.00 0.00 <br />0.01 0.01 <br />0.00 0.00 <br />1.07 1.07 <br />1.61 1.61 <br />0.02 0.02 <br />Deflection Checks (Service Level): <br />Roof 1 Roof 2 <br />0.03 0.03 <br />0.04 0.04 <br />0.02 0.02 <br />www.ahzengineers.com