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4 <br /> ■AloaFtMWrMniiwOt WE PROJECT NO.: MN05355B-18V0 ENGINEER: LKN <br /> TITLE: LOADING CALCULATIONS CHECKED: HML <br /> _ DATE: 2/14/2018 <br /> DESCRIPTION: DUNKLEY RESIDENCE SITE APPROVED BY: MM Page 1 <br /> Site Name Dunkley Residence Site <br /> Site Location Excelsior, MN. ( Hennepin County ) <br /> Local Building Code MNBC 2015 <br /> International Building Code IBC - 2012 <br /> ASCE Standard ASCE 7-10 <br /> The following loading calculations are based on the above outlined Codes)/Standard(s) to determine <br /> the loading involved be used in the Structural Analysis. <br /> Overall Dimensions Length of Building Lbldg:= 57•ft+ 2.75-in <br /> Width of Building Wbldg:= 33•ft+ 7.00-in <br /> Width of Building 2 Wbldg2 0•ft+ 0.00-in <br /> BUILDING DIMENSIONS Height of Building Hbldg 24.00•ft+ 0.00-in <br /> Wall Height Cht:= 12.00•ft+ 10.0625•in <br /> Frame SDacinq Frame Spacing Fs:= 8.146-ft <br /> (Tributary Width) Fs2:= 0.50-Fs <br /> No. of Frames of:= 8 <br /> doifFo "W" <br /> Typical Building Views " Side(s), Front & Back " <br /> MN05355B-18V0_I BC-12_Loading.)ancd <br />