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Project No:AR24-1018 <br />Date: 10/18/24 <br />Roof <br />North-South 28 ft Roof Dead Weight 16 psf <br />East-West 27 ft Floor Dead Weight 15 psf <br />Total Roof Area 756 sq ft 12.096 kips Ext Wall Weight 15 psf <br />Int Wall Weight 10 psf <br />Upper level wall <br />Plate Ht 8 ft <br />Exterior N/S Walls 28 ft 3.36 kips <br />E/W Walls 27 ft 3.24 kips <br />Interior N/S Walls 28 1.12 kips <br />E/W Walls 27 1.08 kips <br />Upper level total weight =20.896 kips <br />Floor <br />North-South 38 ft <br />East-West 27 ft <br />Total Floor Area 1026 sq ft 15.39 kips <br />Lower level wall Plate Ht 8 ft <br />N/S Walls 38 9.12 kips <br />E/W Walls 27 6.48 kips <br />Interior N/S Walls 38 6.08 <br />E/W Walls 27 4.32 <br />10 psf * Floor Area N/A 10.26 <br />Lower level total weight =41.39 kips <br />Total weight =62.286 kips <br />Dead Load Calc for Mulit-Story Building <br />(Effective Seismic Weight) <br />Pa e 46 of 54