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Check 2x4 RR @ 24" O.C. <br />Solar + Ballast <br />Dead Load DLE =wDL_E =PDL = @ <br />Live Load LL =wLL = <br />Wind Load WL =PWL = @ <br />Module Weight + Racking = lbs <br />Note 1: A minimum of 1/4 of the Module + Racking Weight will be at the oppose end of the Base <br />Note 2: Module wind loads shall be split equally by both ends of the base <br />Reaction 1 = lbs <br />Reaction 2 = lbs <br />Dead Load DLE =wDL_E =PDL = @ <br />Live Load LL =wLL = <br />Wind Load WL =PWL = @ <br />Moment MDL_1 = lb-ft wDL * L2 / 8 <br />MDL_2 = lb-ft PDL * 2.14' <br />MLL = lb-ft <br />MWL = lb-ft PWL * 2.14' <br />1. LC. 1.0DL <br />Required Moment MDL = lb-ft <br />Allowable Moment MAll = lb-ft <br />Interaction Check DCR = <br />2. LC. DL+0.6WL <br />Required Moment MDL+0.6WL = lb-ft <br />Allowable Moment MAll = lb-ft <br />Interaction Check DCR =< 1.05 Okay1.00 <br />74.3 <br />211.4 <br />0.0 <br />349.0 <br />285.7 <br />356.6 <br />0.80 <br />634.7 <br />633.9 <br />NS STRUCTURAL ENGINEERING, INC MADE BY: JL <br />4642 Rockland Place La Canada <br />Flintridge, CA 91011 <br />CHECKED BY: NS <br />PAGE NO. 12 <br />78 <br />85.5 <br />19.5 <br />5.0 psf 10.00 plf 98.8 lbs 2.14 ft <br />0.0 psf 0.0 plf <br />9.6 psf 163 lbs 2.14 ft <br />2.14 ft <br />0.0 psf 0.0 plf <br />9.6 psf 179 lbs 2.14 ft <br />Roofing <br />5.0 psf 10.00 plf 105.0 lbs <br />Medtronics PV Project - Feasibility Study - Roof 2 DATE: <br />1851 E Deere Ave - 101118504 & <br />20182282 <br />4/11/2024