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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) =114.9 ft e =17.24 ft <br />Total Floors above grade =2 Building dimension (normal to ridge) =20.0 ft e =3.00 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 25.00 0.00 0.0 0.0 <br />T/Ridge 67.20 66.60 20.0 114.9 597.6 0.0 52.0 1.0 <br />Roof 62.00 64.00 20.0 114.9 1,264.2 29.1 31.1 8.0 220.0 4.0 5.0 2.5 Roof <br />2 40.00 42.00 20.0 114.9 2,413.5 52.2 83.3 691.3 420.0 7.1 12.2 112.7 2 <br />1 20.00 22.00 20.0 114.9 2,298.6 45.4 128.7 2,357.2 400.0 6.1 18.2 355.8 1 <br />GRD 2.00 4,930.8 720.0 GRD <br />FDN 0.00 5,188.2 756.4 FDN <br />4.9 2350 S Pullman St - <br />Phase I3/4/2025