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5FA Design Group, LLC PROJECT NO. SHEET NO. <br /> STRUC[URAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR23-236 <br /> PROJECT DATE <br /> Bankston Residence Underpinning 3/1/2024 <br /> SUBJECT BY <br /> SafeBasements Lightfoot Floor Stabilizer System CAF <br /> (E) FLOOR SHEATHING <br /> \___(E) FLOOR FRAMING <br /> (E) BEAM <br /> TOP PLATE PER GENERAL <br /> IM NOTES W/ (4) #9x3" <br /> • - WOOD SCREWS <br /> THREADED ROD PER <br /> GENERAL NOTES <br /> THREADED CAP PER <br /> GENERAL NOTES <br /> STABILIZER TUBE PER <br /> adiAlro <br /> GENERAL NOTES <br /> FOOTING PER PLAN <br /> (E) INTERIOR GRADE <br /> \_ <br /> (E) COMPETENT <br /> NATIVE SOIL <br /> Note:Section above is a general representation of smartjack system, refer to plan for layout and project specific details. <br /> Base Type= Lightfoot <br /> Soil Type= Native Soil <br /> Pmax= 2.721 kips <br /> Maximum Tube Unbraced Length,dt= 1.50 ft <br /> Maximum Threaded Rod Unbraced Length,dtr= 3.000 in <br /> Eccentricity,emax= 1.000 in <br /> Moment= 2.721 kip-in <br /> Tube Properties <br /> Design Tube OD= 3.500 in �,w ����,��w� <br /> Design Wall Thickness= 0.1196 in <br /> k= 1.00 <br /> r= 1.380in <br /> A= 1.540 in' <br /> c= 1.750 in <br /> S= 1.660 in3 <br /> I= 2.900 in4 <br /> E= 29000 ksi <br /> Fy= 42 ksi <br />