Laserfiche WebLink
FE <br /> 5FA Design Group, LLCPROJECT NO. SHEET NO. <br /> STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR20-014 _ <br /> PROJECT DATE <br /> Orme Residence Underpinning _ 3/2/2020 <br /> SUBJECT BY <br /> Design Loads MEK <br /> Worst Case Vertical Design Loads(Porch) <br /> Tributary Width To Pier= =6.00 ft <br /> Load Type Design Load Tributary Length Line Load <br /> RoofL= (15 psf) (7.60 ft) = 114 plf Dead Load 6.394 kips <br /> RoofSL= (25 psf) (7.60 ft) = 190 plf Floor Live Load 2.304 kips <br /> BrickSTairsDL= (39 psf) (5.60 ft) =218 plf Roof Snow Load 1.140 kips <br /> BrickStairsLL= (40 psf) (5.60 ft) =224 plf Controlling ASD Load Combination: <br /> ConcFloorDL= (150 pcf) (4.00 in) (48.00 in) =200 plf D+0.75L+0.755 <br /> ConcFloorLL= (40 psf) (4.00 ft) = 160 plf <br /> StemwallDL= (150 pcf) (8.00 in) (44.00 in) =367 plf <br /> FootingnL= (150 pcf) (10.00 in) (16.00 in) = 167 plf <br /> Max Vertical Load to Worst Case Pier 8.977 kips <br /> Max Unsupported Ftg Span from Arching Action 9.00 ft <br />