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Job Name: Indo Chinese Islamic Center Solar Canopy . <br />Job No.: 24-0076 Sheet No.: . <br />By: JKC Date: Jan-24 . <br />(+) Indicates downward (towards surface for wind) loads, (-) Indicates upward (away from surface for wind) loads <br />Dead Load of Panels =3.0 psf Roof Live Load =12.0 psf <br />Dead Load of Purlins =4.0 plf Snow Load =0.0 psf <br />Total Dead Load (vertical) = 15.2 plf Components and Cladding Wind Up =-25.9 psf <br />Components and Cladding Wind Down =23.5 psf <br />Tributary Width To Purlin =44.9 in Angle = <br />Weak Axis Load: DL * Sin(Angle) * Trib = 2.64 plf Strong Axis Load: DL * Cos(Angle) * Trib = 14.98 plf <br />Weak Axis Load: Snow * Sin(Angle) * Trib = 0.00 plf Strong Axis Load: Snow * Cos(Angle) * Trib = 0.00 plf <br />Roof Live Load Down: Lr * Trib = 44.85 plf <br />Wind Load Down: Wind Down * Trib = 87.85 plf Wind Load Up: Wind Up * Trib = -96.63 plf <br />Tributary Width To Purlin = 22.4 in <br />Weak Axis Load: DL * Sin(Angle) * Trib = 1.67 plf Strong Axis Load: DL * Cos(Angle) * Trib = 9.46 plf <br />Weak Axis Load: Snow * Sin(Angle) * Trib = 0.00 plf Strong Axis Load: Snow * Cos(Angle) * Trib = 0.00 plf <br />Roof Live Load Down: Lr * Trib = 22.43 plf <br />Wind Load Down: Wind Down * Trib = 43.92 plf Wind Load Up: Wind Up * Trib = -48.32 plf <br />Purlin Loading - Interior Purlin <br />Purlin Loading - Edge Purlin <br />Solar Canopy Loading <br />10.0 degrees <br />Page &R&RF:\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Canopy Prog Release 2302241F:\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Canopy Prog Release 2302241 <br />7 1610 E First St - 101118465 & <br />201822505/7/2024