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® 5FA Design Group, LLC <br />®� STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS <br />Residence <br />Worst Case Vertical DesignLoads(Gridline A/C) <br />,OJECT NO. (SHEET NO. <br />FR22-280 <br />Tributary Width To Pier = <br />= 7.50 ft <br />Load Type <br />Design Load <br />Tributary Length <br />Line Load <br />ROOfDL = <br />(15 psf) <br />(4.00 ft) <br />= 60 pif <br />Dead Load 6.480 kips <br />RoofSL = <br />(25 psf) <br />(4.00 ft) <br />= 100 pif <br />Floor Live Load 3.600 kips <br />2ndFloorm = <br />(15 psf) <br />(6.00 ft) <br />= 90 pif <br />Roof Snow Load 0.750 kips <br />2ndFloon_L = <br />(40 psf) <br />(6.00 ft) <br />= 240 pif <br />Controlling ASD Load Combination: <br />1stFloorDL = <br />(15 psf) <br />(6.00 ft) <br />= 90 pif <br />D+L <br />1stFl00RL = <br />(40 psf) <br />(6.00 ft) <br />= 240 pif <br />InterlorWallDL = <br />(9 psf) <br />(12.00 ft) <br />= 108 pif <br />ExteriorWallDL _ <br />(12 psf) <br />(18.00 ft) <br />= 216 pif <br />StemwallDL _ <br />(150 pcf) <br />(6.00 in) (36.00 in) <br />= 225 pif <br />FootingDL = <br />(150 pcf) <br />(6.00 in) (12.00 in) <br />= 75 pif <br />Max Vertical Load to Worst Case Pier 10.080 kips <br />Max Unsu5ported Ftg San from Arching Action 7.00 ft <br />