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LA195905 Updated Plans
Final helical pier install report received and shows compliance with needed load support. DM-10/26/21 Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 10/26/2021dmathews As-built Plan Contractor:TCI Date: 9/22/21 Project Address: 20418 Guernsey Court Pile Number Pile Used Helix Used Pile Length Net Pressure Torque Achieved Ultimate Load LBS. Pile 1 2 7/8"12"7'600 2488.8 11199.6 Pile 2 2 7/8"12"7'700 2903.6 13066.2 Pile 3 2 7/8"12"7'600 2488.8 11199.6 Pile 4 2 7/8"12"7'500 2074 9333 Pile 5 2 7/8"10"7'800 3318.4 14932.8 Pile 6 2 7/8"10"7'800 3318.4 14932.8 Pile 7 2 7/8"10"12'0 0 Pile 8 2 7/8"10"12'0 0 Pile 9 2 7/8"10"12'0 0 Pile 10 10"7'0 0 Pile 11 10"7'0 0 Pile 12 10"7'0 0 Pile 13 10"7'0 0 Pile 14 10"7'0 0 Pile 15 10"7'0 0 0 0 House 5 21 4 3 6