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INSFA Design Group, LLC PROJECT NO. SHEET NO. <br /> STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR22-156 <br /> PROJECT DATE <br /> Kobuke Residence Underpinning 8/19/2022 <br /> SUBJECT BY <br /> Design Loads MEK <br /> Worst Case Vertical Design Loads(Floor Stabilizer) <br /> Tributary Width To Pier= =4.00 ft <br /> Load Type Design Load Tributary Length Line Load <br /> Dead Load 0.480 kips <br /> 1stFlooroL= (15 psf) (5.00 ft) =75 plf Floor Live Load 0.800 kips <br /> 1stFloorLL= (40 psf) (5.00 ft) =200 plf Roof Snow Load 0.000 kips <br /> InteriorWalloL = (9 psf) (5.00 ft) =45 plf Controlling ASD Load Combination: <br /> D+L <br /> Max Vertical Load to Worst Case Pier 1.280 kips <br />