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. , <br /> Ernesto�e oiiveira - 204272 360 Project Solutions Florida Hospital Zeph <br /> SOLAR DYNAMICS CORP <br /> Design Detail <br /> Y �� A <br /> X <br /> � <br /> �----3.5 ft-� - X Bars: 6-#5(@-7.08 in) <br /> -- Z Bars: 6-#5(@-7.08 in) <br /> �-241n-� ' � <br /> Z Z <br /> �J -- � <br /> Y 'n i X �in <br /> �+ x <br /> � <br /> �---3.5 ft-� <br /> Check Summary Criteria <br /> Ratio Check __Provided Required __ Combination <br /> -- ---- <br /> -Footing_-�__________ � Building Code IBC 2012 <br /> -----...._._..----- .._.__..._._..._ <br /> ,/0.009 X Flexure(-� ifi3.6 ft•k �.54 ft�k 1.2D+1.OWpz Strength Load Comhinations IBC 2012(Strength) <br /> �/0.011 X Flexure(+Z) 163.6 ft•k 1.83 ft•k 1.2D+1.OWpx Sta6ility Load Combinations ASCE 7-10(ASD) <br /> �/0.011 Z Flexure(-� 168.8 ft•k 1.86 ft•k 1.2D+1.OWpz Allowable Bearing Pressure 1500 psf <br /> ,/0.011 Z Flexure(+X) 168.8 ft•k 1.86 ft•k 1.2D+1.OWpz Gross/Net Gross <br /> �/0.000 Shear(-Z) 69.23 k 0 k 1.4D Overtuming F.S. 1.00 <br /> �/0.000 Shear(+� 69.23 k 0 k 1.4D Sliding F.S. 1.00 <br /> �/0.000 Shear(-X) 71.39 k 0 k 1.4D Uplift F.S. 1.00 <br /> �/0.000 Shear(+X) 71.39 k 0 k 1.4D Additional Uplift Resistance 0 k <br /> �/0.975 Min Steel Z 1.86 in' 1.81 in' 1.4D Friction Coetficient 0.40 <br /> ,/0.975 Min Steel X 1.86 in° 1.81 in' 1 4D Passive Soil Resistance 0 Ib <br /> �/0.087 Min Strain Z 0.0461 0.0040 1 4D Concrete Weight 150 Ib/fN <br /> ,/0.084 Min Strain X 0.0476 0.0040 1.4D Parme heta(for biaxial) 0.65 <br /> ✓0.073 Punchin Shear 164 3 si __11.98 Psi_ _1_ZD+�_OW�z_ _ Include footing weight in strength hearing pressure Yes <br /> -_v v._..._Q.------_-,-_-._.P..-- <br /> �-Stability=_ ___'� Include overburden in strength bearing pressure Yes <br /> ,/0.771 Bearing Pressure 1500 psf 1157 psf O.6D+O.6Wpz <br /> �/0.463 Overtuming-X 2.158 1.000 O.6D+O.6Wpx <br /> �/0.795 Overtuming-Z 1.257 1.000 O.6D+O.6Wpz <br /> ,/0.489 Sliding-X 2.045 1.000 0.6D+O.6Wpx <br /> ,/0.617 Sliding-Z 1.621 1.000 0.6D+O.fiWpx <br /> ,/0.213 Uplift 4.706 1.000 O.6D+O.fiWpx <br /> Loads Summary(Service Loads) <br /> Load Set Name Source P Mx Mz Vx Vz Overburden <br /> Node 005 Wind(+Z) -0.6 k 1.15 ft•k -3.26 ft•k -0.64 k 028 k 0 psf <br /> Node 005 Dead 0.08 k -0.06 ftk 0.1 ft•k 0.02 k -0.01 k 0 psf <br /> Nade 005 Wind(+X) -0.86 k -0.62 ft•k -2.51 ft•k -0.59 k 0.07 k 0 psf <br /> Node 006 Wind(+Z) -0.82 k 2.79 ft•k 1.82 ft�k 0.5 k 0.52 k 0 psf <br /> Node 006 Dead 0.08 k -0.06 ft•k -�.1 ft�k -0.03 k -0.01 k 0 psf <br /> Node 006 Wind(+X) -0.56 k 1.2 ft•k 0.77 ft•k 0.3 k 025 k 0 psf <br /> Node 007 Wind(+Z) -0.77 k -1.4 ft•k 1.15 ft•k 0.14 k -0.44 k 0 psf <br /> Nade 007 Dead 0.08 k 0.12 ft•k 0 ft•k -0 k 0.03 k 0 psf <br /> Node 007 Wind(+X) -0.6 k -4.24 ft•k O.fiB ft•k 0.09 k -a.e1 k 0 psf <br /> QuickFoodng 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills... Page 1 of 18 Friday 12/04/15 11:01 AM <br />