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5FA Design Group, LLC PROJECT NO. SHEET NO. <br />STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR22-280 <br />Residence <br />n Loads <br />Worst Case Vertical Design Loads (Gridline A/C W/ Beam Point Load) <br />Tributary Width To Pier = <br />= 5.00 ft <br />Load Type <br />Design Load <br />Tributary Length <br />Line Load <br />ROofDL = <br />(15 psf) <br />(4.00 ft) <br />= 60 plf <br />Dead Load 7.230 kips <br />RoofSL = <br />(25 psf) <br />(4.00 ft) <br />= 100 plf <br />Floor Live Load 5.385 kips <br />2ndFloorDL = <br />(15 psf) <br />(6.00 ft) <br />= 90 plf <br />Roof Snow Load 2.366 kips <br />2ndFloon.L = <br />(40 psf) <br />(6.00 ft) <br />= 240 plf <br />Controlling ASD Load Combination: <br />1stFloorDL = <br />(15 psf) <br />(6.00 ft) <br />= 90 plf <br />D+0.75(0.7E(+))+.75L+.75Lr <br />1stFloon-L = <br />(40 psf) <br />(6.00 ft) <br />= 240 plf <br />EnercalCDL = <br />= 2910 lb <br />EnercalCLL = <br />= 2985 lb <br />EnercalCSL = <br />= 1866 lb <br />InteriorWallDL _ <br />(9 psf) <br />(12.00 ft) <br />= 108 plf <br />ExteriorWallDL _ <br />(12 psf) <br />(18.00 ft) <br />= 216 plf <br />StemwallDL _ <br />(150 pcf) <br />(6.00 in) (36.00 in) <br />= 225 plf <br />FootingDL = <br />(150 pcf) <br />(6.00 in) (12.00 in) <br />= 75 pif <br />