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FOUNDATION ANALYSIS <br /> EXISTING STEM (F1) WALL ADEQUACY <br /> DL:802#LL:671#SL: 1371# <br /> L.0=802#+0.75(671+1371#)=2334# <br /> ACTUAL BEARING=2334#/(32"/12*14/12")=750psf <br /> ALLOWABLE BEARING=1500psf(assumed) <br /> ACTUAL<ALLOWABLE...okay <br /> EXISTING STEM WALL ADEQUATE <br /> 32" 32" <br /> NEW FOOTING (F2) DESIGN <br /> L.0=2024#+0.75(1384#+3074#)=5368# <br /> DL:802#LL:671#SL•1371# ALLOWABLE BEARING=1500psf(assumed) <br /> ACTUAL BEAR[NG=5368#/(0) <1500psf <br /> 0 ® L=11.89ft1=2ft <br /> ACTUAL BEARING=5368#/(2z)=1341psf <br /> L ACTUAL<ALLOWABLE...okay <br /> L <br /> USF 2x2 FOOTING <br /> Description Foundation Design By MRD Date 11/22/2023 <br /> ENGINEERING checked Date <br /> 2504th Ave.South Scale NTS Sheet No. <br /> Suite 200 <br /> Edmonds,WA98020 Project Madison House Residence Job No. <br /> 425.778.8500 <br /> www.c en ineerin .corn 1 23350.10 <br /> Page 9 <br />................. <br />