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. EXISTING SLAB ON GRADE CHECK AT LOADS <br /> CHECK AT EXISTING BEARING WALL <br /> 11 <br /> II <br /> II <br /> (E) WALL 1DP'-0"CONC Wx1'-o FTG" <br /> I I <br /> W/ (2) #5 BOTT I I <br /> II <br /> II <br /> Ill <br /> LINE LOAD = (15 + 50) PSF (7') + 10 PSF * 10' = 555 PLF (2ND FLOOR + WALL LOAD) <br /> 1 <br /> 18"4 <br /> ALLOWABLE = 3000PSF * 1.5' = 4500 PSF OK BY INSPECTION <br /> CHECK AT MID LANDING POST AT NORTH STAIR <br /> POINT LOAD = (15 + 100) PSF * (27(6') = 1380# <br /> 15.5" <br /> SEE ATTACHED ENERCALC MODULE. POINT LOAD OK. <br /> PROJECT: PAGE #: <br /> 117 UMLAUF ENGINEERS PROJECT#: DATE: <br /> SUBJECT: BY: <br />