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Company JOB TITLE 2350 Pullman, LLC <br />Webber/Smith Associates <br />Lititz, PA JOB NO.5387 SHEET NO. <br />(717) 625-4140 CALCULATED BY DATE <br />CHECKED BY DATE <br />NOTE:ASCE 7 requires the application of full and partial loading of the wind pressures per the 4 cases below. <br />Wind Forces at Floors <br />Building dimension (parallel with ridge) =200.0 ft e =30.00 ft <br />Total Floors above grade =2 Building dimension (normal to ridge) =192.0 ft e =28.80 ft <br />T/Fdn (dist below grade) =2.0 ft L is the building dimension parallel to the wind direction <br />Elevation Height of Wind Normal to Ridge Wind Parallel to Ridge <br />Above Centroid Applied Story Overturning Applied Story Overturning <br />Level Grade (ft)to Fdn (ft)L B Area (sf)Force (k)Shear (k)Moment ('k)Area Force (k)Shear (k)Moment ('k) <br />Equip,etc 66.00 68.00 wind on equip, screenwalls, etc =2 0 <br />Parapet 1.80 0.00 0.0 0.0 <br />T/Ridge 67.20 66.60 192.0 200.0 1,040.0 0.0 499.2 11.5 <br />Roof 62.00 64.00 192.0 200.0 2,200.0 50.4 52.4 8.0 2,112.0 48.2 59.7 29.9 Roof <br />2 40.00 42.00 192.0 200.0 4,200.0 90.6 143.1 1,161.8 4,032.0 86.5 146.2 1,342.7 2 <br />1 20.00 22.00 192.0 200.0 4,000.0 78.8 221.8 4,023.5 3,840.0 75.1 221.3 4,266.2 1 <br />GRD 2.00 8,460.5 8,692.0 GRD <br />FDN 0.00 8,904.2 9,134.6 FDN <br />2.9 <br />2350 S Pullman St - <br />Phase I3/4/2025