Laserfiche WebLink
Project No:CB24-170 <br />Date: 04/11/25 <br />Roof <br />North-South 23 ft Roof Dead Weight 16 psf <br />East-West 21 ft Floor Dead Weight 15 psf <br />Total Roof Area 483 sq ft 7.728 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 23 ft 2.76 kips <br />E/W Walls 21 ft 2.52 kips <br />Interior N/S Walls 23 0.92 kips <br />E/W Walls 21 0.84 kips <br />Upper level total weight =14.768 kips <br />Floor <br />North-South 23 ft <br />East-West 35 ft <br />Total Floor Area 805 sq ft 12.075 kips <br />Lower level wall Plate Ht 8 ft <br />N/S Walls 23 5.52 kips <br />E/W Walls 35 8.4 kips <br />Interior N/S Walls 23 3.68 <br />E/W Walls 35 5.6 <br />10 psf * Floor Area N/A 8.05 <br />Lower level total weight =35.275 kips <br />Total weight =50.043 kips <br />Dead Load Calc for Mulit-Story Building <br />(Effective Seismic Weight) <br />Pa e 31 of 39