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Project Name:Samueli Academy-Bldg B Engineer:Elie Sayegh, PE <br />Project No.:1074220072 Date: <br />Roof 20 psf reducible?N to:20 psf <br />Max Repurposed LL:14.40 psf based on: Cd DEAD * Roof Live Load / Cd LIVE where CdDEAD is 0.9 and CdLIVE is 1.25 <br />Used:5.00 psf (see panel claw calculations on section G.) <br />Slope:0.25 12 <br />Factor:1.00 <br />Roofing: <br />Sheathing: <br />Insulation: <br />Roof Framing: <br />Ceiling Framing: <br />Ceiling: <br />MEP: <br />Other: <br />Other: <br />Other: <br />Construction: <br />Other: <br />Other:0.0 PSF <br />Total:15.0 PSF <br />NA <br />15.0 PSF <br />0.0 PSF <br />2x6 Stud Walls <br />NA <br />Total:15.6 PSF <br />Weight <br />Miscellaneous | 2 PSF <br />MEP (3 PSF) <br />2.0 PSF 2.0 PSF <br />2.0 PSF <br />3.0 PSF <br />Use:15.0 PSFEXT. WALL 2x6 Stud Walls <br />Element Details <br />3.0 PSF <br />2.0 PSF <br />0.0 PSF 0.0 PSF <br />15.6 PSF <br />Insulation 0.75 <br />3.0 PSF 3.0 PSF <br />2.5 PSF 2.5 PSF <br />0.0 PSF0.0 PSF <br />0.8 PSF 0.8 PSF <br />Roof Trusses at 24" o.c. <br />NA <br />1/2" drywall <br />0.5 PSF 0.5 PSF <br />1/2" Structural Sheathing 1.8 PSF 1.8 PSF <br />TPO Membrane 60-mil, Fully-Adhered <br />Original Design Roof Live Load is 20 PSF. By live load replaced, the roof structure is capable of carrying a <br />distributed solar load as calculated above. <br />Dead Loads <br />2/16/2024 <br />C. Existing Building Check <br />Building Description <br />3-story Type VA structure with 1/2" thick sheathing min, 2x roof truss/rafters. <br />Live Loads (ASCE 7) <br />ROOF <br />Element Details Weight Slope Adj. Weight <br />1/2" SHTG, 2x6 sub-purlins, bar joists, girders joists, and steel col. <br />P-12 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024