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09-9861
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09-9861
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Last modified
1/19/2011 3:14:50 PM
Creation date
1/19/2011 3:14:46 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
09-9861
Building Department - Name
ZEPHYR COMMONS LLC
Address
7780 GALL BLVD
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AnchorWall (ver 4.00 Nov 2002) Page 4 of 6 <br /> Wachovia Bank @ Zephyr Commons, Pasco Cty, FL <br /> License: AW98011374 <br /> Detailed External Stability Results for Panel 1 of 1 <br /> Calculated <br /> Equivalent Back Slope Angle (degrees) 0.00 <br /> Ka 0.267 <br /> Ka (horizontal component) 0.240 <br /> Failure Plane (degrees) 53.1 <br /> Total Horizontal Force (Ib /ft) 1287 <br /> Total Vertical Force (Ib /ft) 10988 <br /> Sliding Resistance (Ib /ft) 6344 <br /> Driving Moment (lb-ft/ft) 4010 <br /> Resisting Moment (lb-ft/ft) 60344 <br /> Bearing Capacity (psf) 15685 <br /> Maximum Bearing Pressure (psf) 1165 <br /> Results of Internal Stability Analyses for Panel 1 of 1 <br /> Layer Geosyn Height Length Anchor FOS FOS FOS FOS Layer <br /> No. Type above (ft) Length Over- Pullout Pullout Sliding Spacing <br /> Toe (ft) stress (peak) (disp) (peak) (ft) <br /> (ft) > 1.0 > 1.0 > 1.5 > 1.0 > 1.5 < 2.7 <br /> 12 1 7.33 10.5 4.82 6.04 5.52 5.52 24.47 OK <br /> 9 1 5.33 10.5 6.11 3.36 9.79 9.79 11.93 OK <br /> 6 1 3.33 10.5 7.4 2.79 15.81 15.81 8.04 OK <br /> 4 1 2.0 10.5 8.25 2.79 22.06 22.06 6.61 OK <br /> 2 1 0.67 10.5 9.11 2.37 24.81 24.81 5.62 OK <br /> Note: calculated values MEET ALL design criteria <br /> Detailed internal Stability Results for Panel 1 of 1 <br /> Calculated <br /> Equivalent Back Slope Angle (degrees) 0.00 <br /> Ka 0.270 <br /> Ka (horizontal component) 0.259 <br /> Failure Plane (degrees) 54.5 <br /> jCont'd) Detailed Results of Internal Stability Analyses for Panel 1 of 1 <br /> Layer Geosyn Height Allowable Tensile Pullout Pullout Sliding Sliding <br /> No. Type above Strength Load Capacity Capacity Force Capacity <br /> Toe (Ib/ft) (peak) (disp) (Ib/ft) (Ib /ft) <br /> (ft) (lb /ft) (lb /ft) (Ib/ft) <br /> 12 1 7.33 866.7 143.5 791.8 791.8 56.6 1386.1 <br /> 9 1 5.33 866.7 258.2 2526.9 2526.9 238.3 2844.1 <br /> 6 1 3.33 866.7 310.2 4904.0 4904.0 535.4 4302.1 <br /> 4 1 2.0 866.7 310.3 6845.5 6845.5 797.5 5274.1 <br /> 2 1 0.67 866.7 365.6 9072.4 9072.4 1110.9 6246.1 , <br /> C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM <br />
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