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FOUNDATION KEYPLAN <br />·THE KEY PLAN ILLUSTRATES IS THE FINALIZED FOUNDATION LAYOUT. <br />CONTINUOUS FOOTINGS AND PAD FOOTINGS HAVE BEEN SELECTED <br />BASED ON ENGINEERING JUDGMENT AND PRIOR PROFESSIONAL <br />EXPERIENCE. REFER TO THE CORRESPONDING SCHEDULES AND <br />STRUCTURAL CALCULATIONS FOR SUPPORTING DATA. <br />·WHERE THE APPLIED POINT LOAD FROM THE POST DOES NOT EXCEED <br />THE VERIFIED BEARING CAPACITY OF THE EXISTING CONTINUOUS <br />FOOTING, THE PROVISION OF AN ADDITIONAL PAD FOOTING IS NOT <br />REQUIRED. <br />2.0 <br />(N)CF1 <br />(N)CF2 <br />C=6.31K <br />(N)CF2 <br />C=6.31K <br />P1=2.60K <br />2.60K B1 <br />P2=6.40K <br />2.60K B1 <br />3.80K B2 <br />P3=3.80K <br />3.80K B2 <br />(E)CF1 <br />C=4.80K