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Home My WebLink AboutRevised Lot 44 Orle Circle Calculations and FSProject: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #1 at Station 0.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ Factor μ Friction [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a n/a Retained (r)CL 28°125.00 n/a n/a Foundation (f)CL 28°125.00 0.55 0.00 Base (b)GW 39°140.00 0.70 n/a Drainage (d)GP 38°125.00 0.70 n/a Section Details Section Height 3.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 2.52 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Conventional External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FSbc Bearing Capacity 2.00 FSsc Shear Capacity 1.50 FSot Overturning 1.50 Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.76 Bearing Pressure 278.89 lb/ft² Overturning 2.35 Max Eccentricity 0.17 ft Base Sliding 1.73 Course Internal Static Elevation [ft]FS Capacity Shear 1 0.67 13.92 2 1.33 24.31 3 2.00 55.79 Page 1 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #2 at Station 1.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 4.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 3.81 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 10.86 Bearing Pressure 497.80 lb/ft² Overturning 15.77 Max Eccentricity 0.00 ft Base Sliding 4.67 Crest Toppling 14.37 Internal Sliding 13.07 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 2.00 HP200 4.00 72.51 1.74 21.14 1 0.00 HP200 4.00 13.07 4.52 9.78 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 2.00 HP200 4.00 15.60 1 0.00 HP200 4.00 8.06 Page 2 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #3 at Station 3.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 5.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 4.67 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.78 Bearing Pressure 615.79 lb/ft² Overturning 10.94 Max Eccentricity 0.00 ft Base Sliding 3.85 Crest Toppling 4.21 Internal Sliding 9.01 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 2.00 HP200 4.00 27.33 1.55 10.78 1 0.00 HP200 4.00 9.01 4.46 7.59 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 2.00 HP200 4.00 8.35 1 0.00 HP200 4.00 6.53 Page 3 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #4 at Station 5.25 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 6.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 5.95 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.62 Bearing Pressure 779.26 lb/ft² Overturning 14.73 Max Eccentricity 0.00 ft Base Sliding 4.49 Crest Toppling 10.19 Internal Sliding 7.11 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 4.00 HP200 6.00 63.37 2.67 18.57 2 2.00 HP200 6.00 14.00 4.53 7.38 1 0.00 HP200 6.00 7.11 7.86 5.69 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 6.00 13.83 2 2.00 HP200 6.00 6.13 Page 4 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 6.00 5.20 Page 5 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #5 at Station 7.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 8.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 7.90 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.38 Bearing Pressure 1041.33 lb/ft² Overturning 11.68 Max Eccentricity 0.00 ft Base Sliding 3.97 Crest Toppling 11.37 Internal Sliding 5.78 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 5.33 HP200 7.00 70.03 3.12 26.74 3 4.00 HP200 7.00 21.49 3.94 10.63 2 2.00 HP200 7.00 9.34 5.31 5.31 1 0.00 HP200 7.00 5.78 5.96 3.09 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 5.33 HP200 7.00 19.85 Page 6 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 8.50 2 2.00 HP200 7.00 4.69 1 0.00 HP200 7.00 2.99 Page 7 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #6 at Station 9.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 9.19 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.00 Bearing Pressure 1220.77 lb/ft² Overturning 8.94 Max Eccentricity 0.00 ft Base Sliding 3.44 Crest Toppling 5.19 Internal Sliding 4.61 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 7.00 35.78 1.53 11.89 3 4.00 HP200 7.00 11.84 3.50 6.29 2 2.00 HP200 7.00 6.70 5.31 4.14 1 0.00 HP200 7.00 4.61 5.98 2.59 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 7.00 9.14 Page 8 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 5.37 2 2.00 HP200 7.00 3.89 1 0.00 HP200 7.00 2.65 Page 9 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #7 at Station 12.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 11.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 10.33 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.70 Bearing Pressure 1362.40 lb/ft² Overturning 11.36 Max Eccentricity 0.00 ft Base Sliding 3.91 Crest Toppling 21.24 Internal Sliding 4.57 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 8.00 HP200 9.00 107.15 2.64 24.26 4 6.00 HP200 9.00 19.03 4.46 8.09 3 4.00 HP200 9.00 9.46 6.28 4.85 2 2.00 HP200 9.00 6.18 8.09 3.47 1 0.00 HP200 9.00 4.57 8.34 2.27 Page 10 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 8.00 HP200 9.00 17.76 4 6.00 HP200 9.00 6.61 3 4.00 HP200 9.00 4.38 2 2.00 HP200 9.00 3.43 1 0.00 HP200 9.00 2.41 Page 11 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #8 at Station 48.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 10.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 9.99 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.17 Bearing Pressure 1322.78 lb/ft² Overturning 9.78 Max Eccentricity 0.00 ft Base Sliding 3.61 Crest Toppling 9.43 Internal Sliding 4.44 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 7.33 HP200 8.00 65.02 2.49 24.56 4 6.00 HP200 8.00 21.60 3.47 10.32 3 4.00 HP200 8.00 9.75 4.89 5.21 2 2.00 HP200 8.00 6.13 6.70 3.65 1 0.00 HP200 8.00 4.44 7.16 2.36 Page 12 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 7.33 HP200 8.00 18.32 4 6.00 HP200 8.00 8.29 3 4.00 HP200 8.00 4.63 2 2.00 HP200 8.00 3.55 1 0.00 HP200 8.00 2.48 Page 13 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #9 at Station 86.25 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 9.33 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.78 Bearing Pressure 1231.22 lb/ft² Overturning 11.04 Max Eccentricity 0.00 ft Base Sliding 3.85 Crest Toppling 4.22 Internal Sliding 4.89 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 8.00 33.35 2.73 10.80 3 4.00 HP200 8.00 12.00 4.89 6.07 2 2.00 HP200 8.00 6.99 6.70 4.05 1 0.00 HP200 8.00 4.89 7.15 2.55 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 8.00 8.37 Page 14 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 8.00 5.22 2 2.00 HP200 8.00 3.82 1 0.00 HP200 8.00 2.62 Page 15 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #10 at Station 124.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 8.66 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.52 Bearing Pressure 1146.48 lb/ft² Overturning 9.93 Max Eccentricity 0.00 ft Base Sliding 3.64 Crest Toppling 9.30 Internal Sliding 5.03 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 7.00 62.24 1.65 17.91 3 4.00 HP200 7.00 14.64 3.50 7.29 2 2.00 HP200 7.00 7.60 5.31 4.55 1 0.00 HP200 7.00 5.03 5.97 2.77 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 7.00 13.37 Page 16 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 6.06 2 2.00 HP200 7.00 4.18 1 0.00 HP200 7.00 2.78 Page 17 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #11 at Station 144.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 8.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 7.85 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.44 Bearing Pressure 1034.20 lb/ft² Overturning 11.82 Max Eccentricity 0.00 ft Base Sliding 3.99 Crest Toppling 12.87 Internal Sliding 5.83 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 5.33 HP200 7.00 75.29 3.16 28.25 3 4.00 HP200 7.00 22.17 3.94 10.84 2 2.00 HP200 7.00 9.49 5.31 5.37 1 0.00 HP200 7.00 5.83 5.96 3.11 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 5.33 HP200 7.00 20.91 Page 18 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 8.64 2 2.00 HP200 7.00 4.74 1 0.00 HP200 7.00 3.01 Page 19 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #12 at Station 145.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 7.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 6.29 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.08 Bearing Pressure 825.11 lb/ft² Overturning 13.34 Max Eccentricity 0.00 ft Base Sliding 4.26 Crest Toppling 7.70 Internal Sliding 6.55 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 4.00 HP200 6.00 42.84 2.56 14.14 2 2.00 HP200 6.00 12.14 4.53 6.70 1 0.00 HP200 6.00 6.55 7.84 5.34 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 6.00 10.72 2 2.00 HP200 6.00 5.66 Page 20 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 6.00 4.96 Page 21 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #13 at Station 147.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 6.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 5.39 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 10.67 Bearing Pressure 702.18 lb/ft² Overturning 17.66 Max Eccentricity 0.00 ft Base Sliding 4.94 Crest Toppling 56.03 Internal Sliding 8.31 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 4.00 HP200 6.00 177.10 2.64 32.80 2 2.00 HP200 6.00 18.64 4.53 8.92 1 0.00 HP200 6.00 8.31 7.89 6.39 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 6.00 23.62 2 2.00 HP200 6.00 7.19 Page 22 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 6.00 5.70 Page 23 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #14 at Station 148.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 5.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 4.49 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.15 Bearing Pressure 590.82 lb/ft² Overturning 11.74 Max Eccentricity 0.00 ft Base Sliding 3.99 Crest Toppling 5.51 Internal Sliding 9.66 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 2.00 HP200 4.00 32.07 1.60 12.20 1 0.00 HP200 4.00 9.66 4.47 7.97 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 2.00 HP200 4.00 9.36 1 0.00 HP200 4.00 6.79 Page 24 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #15 at Station 150.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 4.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 3.59 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 11.56 Bearing Pressure 467.50 lb/ft² Overturning 17.60 Max Eccentricity 0.00 ft Base Sliding 4.94 Crest Toppling 27.15 Internal Sliding 14.69 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 2.00 HP200 4.00 107.44 1.75 26.32 1 0.00 HP200 4.00 14.69 4.54 10.57 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 2.00 HP200 4.00 19.19 1 0.00 HP200 4.00 8.61 Page 25 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #16 at Station 151.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ Factor μ Friction [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a n/a Retained (r)CL 28°125.00 n/a n/a Foundation (f)CL 28°125.00 0.55 0.00 Base (b)GW 39°140.00 0.70 n/a Drainage (d)GP 38°125.00 0.70 n/a Section Details Section Height 3.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 2.69 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Conventional External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FSbc Bearing Capacity 2.00 FSsc Shear Capacity 1.50 FSot Overturning 1.50 Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 7.64 Bearing Pressure 312.34 lb/ft² Overturning 2.12 Max Eccentricity 0.19 ft Base Sliding 1.63 Course Internal Static Elevation [ft]FS Capacity Shear 1 0.67 12.44 2 1.33 20.84 3 2.00 43.82 4 2.67 160.07 Page 26 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #17 at Station 153.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ Factor μ Friction [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a n/a Retained (r)CL 28°125.00 n/a n/a Foundation (f)CL 28°125.00 0.55 0.00 Base (b)GW 39°140.00 0.70 n/a Drainage (d)GP 38°125.00 0.70 n/a Section Details Section Height 2.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 1.98 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Conventional External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FSbc Bearing Capacity 2.00 FSsc Shear Capacity 1.50 FSot Overturning 1.50 Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 13.57 Bearing Pressure 191.36 lb/ft² Overturning 3.53 Max Eccentricity 0.09 ft Base Sliding 2.17 Course Internal Static Elevation [ft]FS Capacity Shear 1 0.67 21.64 2 1.33 46.45 Page 27 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #18 at Station 159.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ Factor μ Friction [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a n/a Retained (r)CL 28°125.00 n/a n/a Foundation (f)CL 28°125.00 0.55 0.00 Base (b)GW 39°140.00 0.70 n/a Drainage (d)GP 38°125.00 0.70 n/a Section Details Section Height 3.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 2.66 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Conventional External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FSbc Bearing Capacity 2.00 FSsc Shear Capacity 1.50 FSot Overturning 1.50 Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 7.84 Bearing Pressure 305.94 lb/ft² Overturning 2.16 Max Eccentricity 0.19 ft Base Sliding 1.65 Course Internal Static Elevation [ft]FS Capacity Shear 1 0.67 12.69 2 1.33 21.41 3 2.00 45.67 Page 28 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #19 at Station 174.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 3.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 3.29 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 12.65 Bearing Pressure 427.43 lb/ft² Overturning 20.62 Max Eccentricity 0.00 ft Base Sliding 5.37 Crest Toppling 10.09 Internal Sliding 17.44 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 1.33 HP200 4.00 58.37 3.17 25.34 1 0.00 HP200 4.00 17.44 5.35 13.87 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 1.33 HP200 4.00 18.87 1 0.00 HP200 4.00 11.12 Page 29 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #20 at Station 180.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 4.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 3.93 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 10.50 Bearing Pressure 514.73 lb/ft² Overturning 14.88 Max Eccentricity 0.00 ft Base Sliding 4.53 Crest Toppling 10.65 Internal Sliding 12.30 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 2.00 HP200 4.00 60.32 1.72 18.89 1 0.00 HP200 4.00 12.30 4.51 9.39 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 2.00 HP200 4.00 14.04 1 0.00 HP200 4.00 7.78 Page 30 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #21 at Station 187.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 5.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 4.65 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.82 Bearing Pressure 613.15 lb/ft² Overturning 11.02 Max Eccentricity 0.00 ft Base Sliding 3.86 Crest Toppling 4.32 Internal Sliding 9.08 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 2 2.00 HP200 4.00 27.77 1.56 10.92 1 0.00 HP200 4.00 9.08 4.46 7.63 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 2 2.00 HP200 4.00 8.45 1 0.00 HP200 4.00 6.56 Page 31 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #22 at Station 195.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 5.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 5.29 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.29 Bearing Pressure 694.67 lb/ft² Overturning 13.08 Max Eccentricity 0.00 ft Base Sliding 4.22 Crest Toppling 10.09 Internal Sliding 7.91 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 3.33 HP200 5.00 60.68 2.60 25.34 2 2.00 HP200 5.00 18.58 3.54 10.43 1 0.00 HP200 5.00 7.91 6.17 6.53 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 3.33 HP200 5.00 18.87 2 2.00 HP200 5.00 8.36 Page 32 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 5.00 5.79 Page 33 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #23 at Station 201.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 6.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 5.93 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.65 Bearing Pressure 776.66 lb/ft² Overturning 14.81 Max Eccentricity 0.00 ft Base Sliding 4.50 Crest Toppling 10.65 Internal Sliding 7.15 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 4.00 HP200 6.00 65.02 2.67 18.89 2 2.00 HP200 6.00 14.12 4.53 7.43 1 0.00 HP200 6.00 7.15 7.86 5.71 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 6.00 14.04 2 2.00 HP200 6.00 6.16 Page 34 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 6.00 5.22 Page 35 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #24 at Station 208.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 7.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 6.65 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.57 Bearing Pressure 874.86 lb/ft² Overturning 12.07 Max Eccentricity 0.00 ft Base Sliding 4.04 Crest Toppling 4.32 Internal Sliding 6.02 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 4.00 HP200 6.00 30.77 2.42 10.92 2 2.00 HP200 6.00 10.57 4.53 6.09 1 0.00 HP200 6.00 6.02 7.83 5.01 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 6.00 8.45 2 2.00 HP200 6.00 5.24 Page 36 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 6.00 4.73 Page 37 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #25 at Station 216.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 8.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 7.98 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.29 Bearing Pressure 1051.10 lb/ft² Overturning 11.50 Max Eccentricity 0.00 ft Base Sliding 3.93 Crest Toppling 9.68 Internal Sliding 5.70 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 5.33 HP200 7.00 63.75 3.07 24.87 3 4.00 HP200 7.00 20.62 3.95 10.36 2 2.00 HP200 7.00 9.15 5.31 5.23 1 0.00 HP200 7.00 5.70 5.96 3.05 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 5.33 HP200 7.00 18.54 Page 38 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 8.32 2 2.00 HP200 7.00 4.64 1 0.00 HP200 7.00 2.97 Page 39 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #26 at Station 222.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 8.64 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.54 Bearing Pressure 1143.18 lb/ft² Overturning 9.97 Max Eccentricity 0.00 ft Base Sliding 3.65 Crest Toppling 9.79 Internal Sliding 5.05 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 7.00 64.16 1.65 18.28 3 4.00 HP200 7.00 14.79 3.50 7.34 2 2.00 HP200 7.00 7.64 5.31 4.57 1 0.00 HP200 7.00 5.05 5.97 2.78 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 7.00 13.62 Page 40 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 6.10 2 2.00 HP200 7.00 4.19 1 0.00 HP200 7.00 2.79 Page 41 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #27 at Station 229.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 9.30 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 7.90 Bearing Pressure 1236.00 lb/ft² Overturning 8.75 Max Eccentricity 0.00 ft Base Sliding 3.40 Crest Toppling 4.42 Internal Sliding 4.54 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 7.00 32.68 1.50 11.03 3 4.00 HP200 7.00 11.38 3.50 6.12 2 2.00 HP200 7.00 6.54 5.31 4.07 1 0.00 HP200 7.00 4.54 5.98 2.56 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 7.00 8.53 Page 42 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 5.25 2 2.00 HP200 7.00 3.84 1 0.00 HP200 7.00 2.62 Page 43 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #28 at Station 236.25 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 10.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 9.93 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.22 Bearing Pressure 1314.93 lb/ft² Overturning 9.88 Max Eccentricity 0.00 ft Base Sliding 3.63 Crest Toppling 10.69 Internal Sliding 4.48 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 7.33 HP200 8.00 69.90 2.52 26.01 4 6.00 HP200 8.00 22.30 3.46 10.53 3 4.00 HP200 8.00 9.91 4.89 5.28 2 2.00 HP200 8.00 6.20 6.70 3.68 1 0.00 HP200 8.00 4.48 7.16 2.37 Page 44 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 7.33 HP200 8.00 19.34 4 6.00 HP200 8.00 8.43 3 4.00 HP200 8.00 4.67 2 2.00 HP200 8.00 3.57 1 0.00 HP200 8.00 2.49 Page 45 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #29 at Station 243.00 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 11.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 10.63 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.45 Bearing Pressure 1403.95 lb/ft² Overturning 10.80 Max Eccentricity 0.00 ft Base Sliding 3.80 Crest Toppling 9.89 Internal Sliding 4.40 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 8.00 HP200 9.00 69.12 2.60 18.36 4 6.00 HP200 9.00 16.62 4.46 7.35 3 4.00 HP200 9.00 8.77 6.28 4.58 2 2.00 HP200 9.00 5.87 8.09 3.32 1 0.00 HP200 9.00 4.40 8.34 2.20 Page 46 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 8.00 HP200 9.00 13.68 4 6.00 HP200 9.00 6.11 3 4.00 HP200 9.00 4.19 2 2.00 HP200 9.00 3.33 1 0.00 HP200 9.00 2.36 Page 47 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #30 at Station 250.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 11.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 11.33 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 7.90 Bearing Pressure 1501.75 lb/ft² Overturning 9.64 Max Eccentricity 0.00 ft Base Sliding 3.58 Crest Toppling 4.21 Internal Sliding 4.05 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 8.00 HP200 9.00 34.77 2.35 10.78 4 6.00 HP200 9.00 12.73 4.46 6.06 3 4.00 HP200 9.00 7.49 6.28 4.04 2 2.00 HP200 9.00 5.26 8.09 3.03 1 0.00 HP200 9.00 4.05 8.35 2.05 Page 48 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 8.00 HP200 9.00 8.35 4 6.00 HP200 9.00 5.22 3 4.00 HP200 9.00 3.82 2 2.00 HP200 9.00 3.12 1 0.00 HP200 9.00 2.25 Page 49 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #31 at Station 296.25 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 11.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 10.67 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.42 Bearing Pressure 1408.52 lb/ft² Overturning 10.74 Max Eccentricity 0.00 ft Base Sliding 3.79 Crest Toppling 9.20 Internal Sliding 4.38 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 8.00 HP200 9.00 66.35 2.59 17.84 4 6.00 HP200 9.00 16.39 4.46 7.28 3 4.00 HP200 9.00 8.70 6.28 4.55 2 2.00 HP200 9.00 5.84 8.09 3.31 1 0.00 HP200 9.00 4.38 8.34 2.19 Page 50 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 8.00 HP200 9.00 13.32 4 6.00 HP200 9.00 6.06 3 4.00 HP200 9.00 4.17 2 2.00 HP200 9.00 3.32 1 0.00 HP200 9.00 2.35 Page 51 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #32 at Station 334.50 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 10.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 10.00 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.17 Bearing Pressure 1324.11 lb/ft² Overturning 9.76 Max Eccentricity 0.00 ft Base Sliding 3.60 Crest Toppling 9.24 Internal Sliding 4.44 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 5 7.33 HP200 8.00 64.24 2.48 24.33 4 6.00 HP200 8.00 21.49 3.47 10.29 3 4.00 HP200 8.00 9.73 4.89 5.20 2 2.00 HP200 8.00 6.12 6.70 3.64 1 0.00 HP200 8.00 4.44 7.16 2.35 Page 52 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 5 7.33 HP200 8.00 18.16 4 6.00 HP200 8.00 8.26 3 4.00 HP200 8.00 4.62 2 2.00 HP200 8.00 3.55 1 0.00 HP200 8.00 2.47 Page 53 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #33 at Station 372.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 9.27 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 7.93 Bearing Pressure 1232.08 lb/ft² Overturning 8.80 Max Eccentricity 0.00 ft Base Sliding 3.41 Crest Toppling 4.60 Internal Sliding 4.56 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 7.00 33.43 1.51 11.24 3 4.00 HP200 7.00 11.50 3.50 6.16 2 2.00 HP200 7.00 6.58 5.31 4.09 1 0.00 HP200 7.00 4.56 5.98 2.57 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 7.00 8.68 Page 54 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 5.28 2 2.00 HP200 7.00 3.85 1 0.00 HP200 7.00 2.63 Page 55 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #34 at Station 375.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 9.00 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 8.52 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 8.67 Bearing Pressure 1126.96 lb/ft² Overturning 10.22 Max Eccentricity 0.00 ft Base Sliding 3.69 Crest Toppling 12.84 Internal Sliding 5.16 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 6.00 HP200 7.00 75.19 1.67 20.28 3 4.00 HP200 7.00 15.58 3.50 7.61 2 2.00 HP200 7.00 7.87 5.31 4.68 1 0.00 HP200 7.00 5.16 5.97 2.83 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 6.00 HP200 7.00 15.01 Page 56 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 6.28 2 2.00 HP200 7.00 4.26 1 0.00 HP200 7.00 2.82 Page 57 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #35 at Station 377.25 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 8.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 7.77 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 1.33 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.55 Bearing Pressure 1022.81 lb/ft² Overturning 12.04 Max Eccentricity 0.00 ft Base Sliding 4.03 Crest Toppling 15.88 Internal Sliding 5.93 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 4 5.33 HP200 7.00 85.19 3.22 30.94 3 4.00 HP200 7.00 23.33 3.93 11.18 2 2.00 HP200 7.00 9.73 5.31 5.47 1 0.00 HP200 7.00 5.93 5.96 3.15 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 4 5.33 HP200 7.00 22.79 Page 58 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 7.00 8.87 2 2.00 HP200 7.00 4.81 1 0.00 HP200 7.00 3.04 Page 59 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #36 at Station 378.75 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 6.33 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 5.98 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 9.57 Bearing Pressure 782.94 lb/ft² Overturning 14.61 Max Eccentricity 0.00 ft Base Sliding 4.47 Crest Toppling 9.60 Internal Sliding 7.06 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 4.00 HP200 6.00 61.16 2.66 18.14 2 2.00 HP200 6.00 13.83 4.53 7.32 1 0.00 HP200 6.00 7.06 7.86 5.66 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 4.00 HP200 6.00 13.53 2 2.00 HP200 6.00 6.09 Page 60 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 6.00 5.18 Page 61 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section #37 at Station 380.25 Report Date July 10, 2023 Designer Steve Garrett Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: Diamond Pro Seismic As N/A Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)CL 28°125.00 n/a Retained (r)CL 28°125.00 n/a Foundation (f)CL 28°125.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 5.67 Back Slope 0.00°LL Surcharge 0 DL Surcharge 0 Design Height 4.85 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13°Toe Slope 0.00°Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements HP200 - Optima HP200 Supplier: Geostar, Fill Type: Tult 3,437.00 lb/ft RFcr 1.60 RFd 1.15 LTDS 1,624.29 lb/ft RFid 1.15 Cds 0.70 Ci 0.70 Connection/Shear Properties αcs1 1,120.00 lb/ft IP-1 900.00 lb/ft αcs2 1,640.00 lb/ft IP-2 1,800.00 lb/ft αcs max 2,070.00 lb/ft au 1,180.97 lb/ft λu 45.00 lb/ft Vu(max)2,660.97 lb/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity External Static FS Bearing Capacity 10.16 Bearing Pressure 634.89 lb/ft² Overturning 15.28 Max Eccentricity 0.00 ft Base Sliding 4.58 Crest Toppling 33.78 Internal Sliding 9.12 Layer Internal Static Elevation [ft]Rein.Length [ft]FS Sliding Internal FS Pullout FS Overstress Tensile 3 3.33 HP200 5.00 126.54 2.85 41.95 2 2.00 HP200 5.00 24.87 3.50 12.36 1 0.00 HP200 5.00 9.12 6.19 7.24 Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 3 3.33 HP200 5.00 30.45 2 2.00 HP200 5.00 9.68 Page 62 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Layer Facing Static Elevation [ft]Rein.Length [ft]FS Strength Connection 1 0.00 HP200 5.00 6.29 Page 63 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Page 64 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section Geometry Section Drawing Page 65 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Analysis Summary Lowest Values - Conventional Static Analysis Test Description Section Course Requirement Minimum Result Status FSsl Base Sliding 16 1.50 1.63 Pass FSbc Bearing Capacity 16 2.00 7.64 Pass FSot Overturning 16 1.50 2.12 Pass FSsc Shear Capacity 16 1 1.50 12.44 Pass Lowest Values - Reinforced Static Analysis Test Description Section Course Layer/ Requirement Minimum Result Status FSsl Base Sliding 27 1.50 3.40 Pass FSbc Bearing Capacity 30 2.00 7.90 Pass FSct Crest Toppling 30 14 1.50 4.21 Pass FSot Overturning 27 2.00 8.75 Pass FSsl Internal Sliding 30 1 1.50 4.05 Pass FSpo Pullout 27 4 1.50 1.50 Pass FSto Tensile Overstress 30 1 1.50 2.05 Pass FScs Connection Strength 30 1 1.50 2.25 Pass Rs Max. Reinforcement Separation 19 0.0000 1.3333 Pass RsBottom Max. multiple of Hu at bottom 21 0.0000 1.0000 Pass RsTop Max. multiple of Hu at top 31 0.0000 2.0000 Pass La Min. Anchorage Length 26 1.0000 1.2090 Pass L/H Ratio Min. L/H Ratio 27 0.6000 0.7528 Pass L Min. Reinforcement Length 20 4.0000 4.0000 Pass Below Standard Values None Page 66 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 1 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 67 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 2 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 68 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 3 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 69 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 4 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 70 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 5 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 71 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 6 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 72 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 7 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 73 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 8 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 74 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 9 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 75 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 10 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 76 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 11 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 77 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 12 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 78 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 13 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 79 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 14 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 80 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 15 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 81 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 16 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 82 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 17 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 83 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 18 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 84 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 19 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 85 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 20 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 86 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 21 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 87 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 22 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 88 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 23 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 89 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 24 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 90 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 25 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 91 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 26 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 92 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 27 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 93 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 28 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 94 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 29 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 95 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 30 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 96 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 31 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 97 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 32 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 98 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 33 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 99 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 34 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 100 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 35 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 101 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 36 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 102 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0 Project: - Lot 44 Orle Circle [Rev. 1] Little Rock Arkansas Wall: Revised Wall Section 37 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Page 103 Printed 7/10/2023 Version: 7.2.2.6352 AnchorWall® Software Version 7.0