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No Permit #5450 Griffin Road, Davie, FI. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com November 12, 2007 JLU Enterprise, Inc. 4001 SW 139th Ave. Miramar, FL 33027 RE: Pile installation certification Proposed Pool & Addition 9550 North Bay Shore Dr. Miami Shores, FL PY IMOMEVR !� DEC 2 6 2001. BY dCa—mil This is to certify that on October 30, November 1, and 2, 2007 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of fifty three (53) piles were installed at depths and locations shown in the attached pile installation logs and location sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsible for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 35 tons (70 kips) as shown in the attached pile installation logs. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilprobe eering & Testing, Inc. NO UL P eg. 3 Enc. 4 .E. of Miami Shores, FL Client (2) JP Hogan Construction THIS MUST E ON JOB AT TIME OF INSPECTION 14" AUGER CAST PILES INSTALLATION LOG Page 1 of 4 Miscellaneous Notes: Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 6 #5's with #3 ties @ 6 "o /c first 5' CONTRACTOR: and 12" o/c for balance. 5,000 psi ADDRESS: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction 9550 N. Bay Shore CITY• Miami Shores, FL Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor. Kips. Notes: 10130107, 1 1 2:40 20 0.80 28 1.29 • 1.61 70 Start 10:45 2 2 2:35 20 0.80 26 1.20 1.50 70 Tarmac #1417 3 3 2:48 20 0.80 27 1.24 1.55 70 Arrived 10:40 4 4 2:27 20 0.80 28 1.29 1.61 70 9c.y. 5 5 2:33 20 0.80 25 1.15 1.44 70 6 6 2 "30 20 0.80 29 .1.33 1.67 70 7 7 2:28 20 0.80 26 1.20 1.50 70 Stool 1:30 8 8 2:30 20 0.80 29 1.33. 1.67 70 Start 11:40 9 9 2:36 20 0.80 31 1.43 1.78 70 Tarmac #1485 10 10 2:41 20 0.80 26 1.20 1.50 70 Arrived 11:10 11 11 2:35 20 0.80 30 1.38 1.73 70 9c.y. ° 12 12 2:38 20 0.80 27 1.24. 1.55 70 13 13 2:32 20 0.80 27 1.24 1.55 70 14 14 2:29 20 0.80 28 1.29 1.61 70 Stop 12:30 15 15 2:41 20 0.80 27 1.24 1.55 70 Start 12:35 . 16 16 2:34 20 0.80 26 1.20 1.50 70 Tarmac #1649 17 17 2:35 20 0.80 31 1.43 1.78 70 Arrived 12;35 18 18 2:30 20 0.80 29 1.33 1.67 70 9c.y. 19 19 2;53 20 0.80 28 1.29 1.61 70 20 20 2:29 20 0.80 28 1.29 1.61 70 Miscellaneous Notes: Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 6 #5's with #3 ties @ 6 "o /c first 5' CONTRACTOR: and 12" o/c for balance. 5,000 psi ADDRESS: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction 9550 N. Bay Shore CITY• Miami Shores, FL 14" AUGER CAST PILES INSTALLATION LOG Page 2 of 4 Miscellaneous Notes: *= Unfinished PROJECT: Steel Spec's: 6 #5's with #3 ties @ 6 "o% first 5' CONTRACTOR: and 12" o/c for balance. Grout Spec's: 5,000 psi ADDRESS: Load Bearing: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction Logge•, e ' C. CITY: Miami Shores, FL 9550 N. Bay Shore Pile ID Auger Time Pene tration (Feet) Theor Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor Kips Notes: 10/30/07 1 21 2:35 20 0.80 27 1.24 1.55 70 Stop 2:00 2 22 2:31 20 0.80 30 1.38 1.73 70 Start 2:05 3 23 2:36 20 0.80 30 1.38 1.73 70 Tarmac #1627 4 24 2:27 20 0.80 30 1.38 1.73 70 Arrived 1:40 5 25 2:33 20 0.80 27 1.24 1.55 70 9c.y. 6 26 2:35 20 0.80 27 1.24 1.55 70 7 27 2:40 20 0.80 28 1.29 1.61 70 8 28 2:41 20 0.80 26 1.20 1.50 70 Stop 3:00 9 10 11 12 . 13 14 15 16 17 18 19 20 Miscellaneous Notes: *= Unfinished PROJECT: Steel Spec's: 6 #5's with #3 ties @ 6 "o% first 5' CONTRACTOR: and 12" o/c for balance. Grout Spec's: 5,000 psi ADDRESS: Load Bearing: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction Logge•, e ' C. CITY: Miami Shores, FL 9550 N. Bay Shore 14" AUGER CAST PILES INSTALLATION LOG Page 3 of 4 Miscellaneous Notes: *= Unfmished Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 6 #5's with #3 ties @ 6"olc first 5' CONTRACTOR: and 12" o/c for balance. 5,000 psi ADDRESS: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction' 9550 N. Bay Shore CITY: Miami Shores, FL Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor Kips Notes: 11/01/07 1 29 2:00 20 0.80 30 1.74 2.18 70 Start 9:55; Arrived 9:45 2 30 2:00 20 0.80 30 1.74. 2.18 70 Tarmac #1409; 9c.y. 3 31 1:45 20 0.80 29 1.68 2.10 70 5000 psi 4 32 2:10 20 0.80 32 1.86 2.32 70 . 33 2:25 20 0.80 30 1.74 2.18 70 6 34 3:00 20 0.80 30 1.74 2.18 70 Stop 10:35 7 35 3 :10 20 0.80 25 1.45 1.81 70 Start 10:45; Arrived 9:50 8 36 3:15 20 0.80 27 1.57 1.96 70 Tarmac #1541; 9c.y. 9 37 3:15 20 0.80 30 1.74 2.18 70 5000 psi 10 38 2:30 20 0.80 30 1.74 2.18 70 11, 39* 2:30 20 0.80 15 0.87 1.09 70 Stop 11:30 12 13 14 15 16 17 18 19 20 Miscellaneous Notes: *= Unfmished Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 6 #5's with #3 ties @ 6"olc first 5' CONTRACTOR: and 12" o/c for balance. 5,000 psi ADDRESS: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction' 9550 N. Bay Shore CITY: Miami Shores, FL 14" AUGER CAST PILES INSTALLATION LOG Page 4 of 4 Miscellaneous Notes: R= Redrilled Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 6 #5's with #3 ties @ 6"o /c first 5' CONTRACTOR and 12" o/c for balance. 5,000 psi ADDRESS: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction Log - - ' . R.C. V1' 007 Seal: CITY: Miami Shores, FL 9550 N. Bay Shore Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor Kips Notes: 11/02/07 1 40 2:45 20 0.80 29 1.35 1.69 70 Start 9:50;Arrived 9:40 2 41 2:50 20 0.80 24 . .. 1.12. .1.40., 70, Tarmac #1598 9c.y. 3 42 3:15 20 0.80 30 1.40, 1.74 70 5000 psi 4 43 3:00 20 0.80 29 1.35 1.69 70 5 44 3:00 20 0.80 30 1.40 1.74 70 6 45 2 :45 20 0.80 32 1.49 1.86. 70 7 39R 2 :00 20 0.80 32 1.49 1.86 70 Stop10:50 8 46 3:14 20 0.80 30 1.40 1.74 70 Start 11:00; Arrived 10:45 9 47 4:30 20 0.80 29 1.35 1.69 70 Tarmac #1280; 9 c.y. 10. 48 4:15 20 0.80 32 1.49 1.86 70 5000 psi 11 49 3:30 20 0.80 30 1.40 1.74 70 12 50 3:45 20 0.80 30 1.40 1.74 70 13 51 2:45 20 0.80 28 1.30 1.63 70 14 52 3:00 20 0.80 33 1.53 1.92 70 Stop 12:50 15 53. 2:45 20 0.80 31 1.44 . 1.80 70 Start 12:00; Arrived 12:00 16 Tarmac #1417; 3 c.y. 17 5000 psi 18 19 0 20 e Miscellaneous Notes: R= Redrilled Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 6 #5's with #3 ties @ 6"o /c first 5' CONTRACTOR and 12" o/c for balance. 5,000 psi ADDRESS: 35 tons Proposed Swimming Pool and Addition to Residence J.P. Hogan Construction Log - - ' . R.C. V1' 007 Seal: CITY: Miami Shores, FL 9550 N. Bay Shore • • • PILE LOCATION SKETCH 5450 Griffin Road Davie, FI. 33314 Tel: 954 -584 -6115 & 584-6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com yeztAVY AZ t.' ;i f9�\ i% aiowa . i 'RD 4. tom% 9550 ACKFif BAY rii tt1-M 1 S k tS, FL&