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waiter Calculation Package <br /> Y &vAvA, p Moore ZAP Energy Tenant Improvement <br /> QVA <br /> Wall Stud free-body diagram (Structural Comment #2) <br /> P,,,,,= 1076.25 lb <br /> ROOF JOIST Gravity load from <br /> SHEATHING new roof <br /> w,= 14.21 psf <br /> Distributed out of <br /> plane load from self <br /> weight <br /> PL,,:,L- 143.6 Ibf <br /> Point load from top <br /> half of existing wall <br /> and existing roof <br /> �r <br /> 0 <br /> N <br /> w__= 37.25 psf <br /> Self weight of wall <br /> 1 <br /> Figure 1. Free-body diagram of wall stud <br /> D24.24007.00 I November 13,2024 1 <br />