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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 />Elevated Buildings Elevated building procedure is from ASCE 7 -22 <br />Horizontal MWFRS wind pressures on objects below hb <br />h =21.5 ft <br />hb =0.0 ft Elevated Building Geometry limitation 1 <br />z =5.4 ft Bldg Length =200.0 ft <br />Bldg Width =192.0 ft Area of below elements / Area of Bldg above =0.3% <br />Area of elevated building above =38,400 sf <br />Cross setional area of all columns below bldg =64.0 sf Direction 1 L/B =0.96 Max L/B =0.500 OK <br />Area of enclosed areas below bldg =50.0 sf Direction 2 L/B =1.04 Max L/B =0.500 OK <br />Total cross sectional area below bldg =114.0 sf Meets geometry Limitation No 1 for both directions <br />Elevated Building Geometry limitation 2 <br />Direction 1 Direction 2 <br />Projected width of all columns facing direction 1 =32.0 ft Projected width of columns direction 2 =30.0 ft <br />Projected L2 width of enclosed areas below bldg =40.0 ft Projected L1 width of enclosed areas =42.0 ft <br />Total projected width below bldg (width) =72.0 ft Total projected width below bldg (width) =72.0 ft <br />Projected area ratio =36.0%OK Projected area ratio =37.5%OK <br />Meets geometry Limitation No 2 for both directions <br />hb = 0, therefore building is not an elevated building <br />Combined MWFRSwindward and leeward wind pressure on surfaces from 0 to hb (qzGCp) =0.0 psf <br />MWFRS direction 1 force at height hb (width*hb/2) =0.0 k <br />MWFRS direction 2 force at height hb (width*hb/2) =0.0 k <br />Vertical MWFRS wind pressures on bottom surface of the elevated building <br />Base pressure (qz) =0.0 psf <br />Ultimate Vertical MWFRS Wind Surface Pressures (psf) at horizontal bottom surface of elevated building <br />Wind Normal to Ridge Wind Parallel to Ridge <br />L/B =0.96 hb/L =0.00 L/B =1.04 hb/L =0.00 <br />Cp qhGCp w/+qiGCpi w/-qhGCpi Dist.*Cp qhGCp w/ +qiGCpi w/ -qhGCpi <br />Downward pressure: 0 to hb/2* -0.90 0.0 0.0 0.0 0 to hb/2*-0.90 0.0 0.0 0.0 <br />hb/2 to hb* -0.90 0.0 0.0 0.0 hb/2 to hb*-0.90 0.0 0.0 0.0 <br />hb to 2hb* -0.50 0.0 0.0 0.0 hb to 2hb*-0.50 0.0 0.0 0.0 <br />> 2hb* -0.30 0.0 0.0 0.0 > 2hb*-0.30 0.0 0.0 0.0 <br />Upward or min wind pressure -0.18 0.0 0.0 0.0 Min press.-0.18 0.0 0.0 0.0 <br />2.8 <br />2350 S Pullman St - <br />Phase I3/4/2025