2202 100TH ST SW 2023-02-07 - Laserfiche WebLink

SITE STRUCTURES 10511 19th Ave SE, Suite C Everett, WA, (425)-357-9600 Project Airport 100 Design Data: Wail Foundation Design Allowable Bearing Pressure `5000 psf Rebar strength fy = 60 ksi Concrete strength = 4000 psi sheet date pr . no. S-21-006 Per. wall Cell Width 19 ft Int. wall Cell Width left 19 ft Int. wall Cell Width right 19 ft Soil Desity 125 pcf Plank weight 90 psf Soil Cover over the lid 2.5 ft Wall Height 7 ft Wall Thickness 8 inches Perimeter Wall Footing Design L.F Wu Design live load 1262 plf 1.6 2019T plf Soil Cover dead load 3177 pif 1.2 3812.5 plf Plank dead load 915 plf 1.2 1098 pif Wall dead load 700 plf 1.2 840 plf total dead load 4792 plf 5750.5 plf Total live + dead Load 6054 plf 7770 plf Required Ftg Width 1.21 ft Selected Ftg Width 2 ft Selected Ftg Thickness 12 in Qu = 3885 psf As regd = 0.02 sq-in/ft Asmin = 0.35 sq-in/ft 1.33 x As regd = 0.03 sq-in/ft Mu = 863 ft-lbs at face of wall Vu = 2590 pif at face of wall phi Vn= 10967 pif at face of wall Interior Wall Footing Des4n LY Wu Design live load 2525 plf 1.6 4040 plf Soil Cover dead load 5938 plf 1.2 7125 pif Plank dead load 1710 pif 1.2 2052 plf Wall dead load 700 plf 1.2 840 pif total dead load 8348 plf 10017 plf Total live + dead Load 10873 pif i(V" 14057 plf Required Ft Width 2.17 ft q g r Selected Ftg Width 343 ft Selected Ftg Thickness 12 in Qu = 4221 psf Mu = 3743 ft-lbs at face of wall Vu = 5621 plf at face of wall As regd = 0.10 sq-in/ft phi Vn= 10967 plf at face of wall Asmin = 0.35 sq-in/ft 1.33 x As regd = 0.13 sq-in/ft