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Date:05-Dec-20 <br /> STARK W Foundation Underpinning Designed by:NDS <br /> FOUNDATIONS 2 20.005.1-RE <br /> Q5232 8th Street <br /> a <br /> Protect No.:LRE Foundation Repair <br /> SmartJack Design-Worst Case <br /> Vertical Design Loads: <br /> Tributary Widths: <br /> Roof= 0 ft -—-> 0 plf <br /> Third Floor= 0 ft -- -> 0 plf <br /> Second Floor= ft ---> 0 plf <br /> First Floor= G ft -—-> 150 plf <br /> Walls= ft -----> 0 plf <br /> Foundation Wall(height)= ft -——> 0 plf <br /> Soil(height)_ •0 = ft -------> 0 plf <br /> FDL= 150 plf <br /> Live: <br /> Roof(snow)= 0 ft -----> 0 pit <br /> Third Floor= 0 ft -- > 0 pif <br /> Second Floor= 0 ft -----> 0 plf <br /> First Floor= 10 ft -- > 400 plf <br /> ZLL= 400 plf <br /> Max Pier Spacing=' 6 ft <br /> Pier Working Loads: <br /> PDT= 900 Ibs <br /> 0.75'Pu.= 1800 Ibs <br /> Working Load,Pn= 3000 Ibs <br /> Ultimate Load,PULT= 6000 Ibs <br /> Pier Design: <br /> Pier Type:SmartJack(See attached spec sheet) <br /> SJ350TP(Top Plate):Allowable Compression w/Sawn Lumber Girder=10.0 kips <br /> SJ125ATR(All-Thread Rod):Allowable compression for system heights up to 9 ft=20.0 kips <br /> SJ350T36,SJ350T60,SJ350T84, <br /> SJ350T108,SJXT350T108(Tube):Allowable Compression for system heights up to 9ft=20.0 kips <br /> SJAFTG(Cast Aluminum Base):Allowable compression=8.0 kips <br />