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Home My WebLink AboutREVISION 6-18-19OFFICE USE ONLY: DATE FILED: �� - ��' 19-dIANNED REVISION FEE: I BY St Lucie Coup y PERMIT # T I ® `) RECEIPT # PLANNING & DEVELOPMENT SERVICES 'BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISI PROJECT INFORMATION LOCATION/SITE ADDRESS: 4410 HIGHWAY Al A - QUEENS ISLAND PRESERVE aka ACQ JAVIAST LOT 1 R�CEIVM JUN 18 2019 ST. Lucie County, Permitting 0 i DETAILED DESCRIPTION OF PROJE!CT REVISIONS: AS -BUILT ALTERATIONS TO PILE LOCATIONS FOR FOUNDATION - LOWER BEAM ADJUSTMENTS TO SUIT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC047289 BUSINESS NAME: UBALDO BLANCO GC INC QUALIFIERS NAME: UBALDO BLANCO ADDRESS: 437 GOLDEN ISLE drive APT-8F CITY: HARMONY STA' PHONE (DAYTIME): (786) 512-5717 OWNER/BUILDER INFORMATION: NAME: VENETIAN ADMINISTRATION LLC ADDRESS: 7400 FLAGLER AVENUE CITY: MIAMI PHONE (DAYTIME: : FLORIDA ST. LUCIE CO CERT. #: 30970 FAX: STATE: FLORIDA FAX: ARCHITECT/ENGINEER INFORMATION: NAME: KNIGHT MCGUIRE & ASSOCIATES ZIP: 33009 ZIP: 33144 ADDRESS: 80 ROYAL PALM POINTE SUITE 401 CITY: VERO BEACH STATE: FLORIDA ZIP: 32960 PHONE (DAYTIME): (772) 569-5505 FAX: (772) 569-1455 SLCCC: 9/23/09 FILE Revised 06130/17 April 16, 2019 American Foundation, Inc. 10780 NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Residence Lot #1 4410 N Hwy. AIA Fort Pierce, FL Soilprobe Engineering & Testing, Inc. ha installation for the above referenced proj E Foundation corresponding to the date of A witnessed by a representative of this office. and document pile installation operation ont, RECSIVED JUN 18 2,099 ST. Lucie County, Permitting completed field observation of auger cast piles ;. Piling operation was conducted by American ril 16, 17, 18, 19, and 23, 2019 and installation he purpose of this site inspections was to observe A total number of sixty four (64) piles were placed at locations staked in the field by the owner's representative and to depths as indicated in! the attached field inspection logs. Pile installation data for each pile are presented in the attached field installation logs. Following our observation of pile installation operation at the scheduled time, and our knowledge of project documents we certify that the referenced piles were adequately installed for achieving an allowable bearing capac'ty of 40 tons compression and 12 tons tension respectively. Sincerely, Soilprobe-En*neering & Testing, Inc. No Enc. Pile installation logs Location sketch ME 00 b3CTG�tCYecYi}ui4og z a 0DI _C;;'540 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL Logged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEE RING'& 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" .O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Strokes Pump Actual Grout Amt. C.Y. Factor Grout Kips comp tension Date: April 16, 2019 Notes 1 1 2:20 30 1.50 50 2.05 1.36 80 24 Start 7: 3 Arrived- - -7:30- - -- - 2 2 1 2:00 30 1.50 50 2.05 1.36 80 24 ADONEL #4416 9 cy 3 3 - 1:59 30. 1.50 51 2.09 1.39 80 24 4 4 2:32 30 1.50 50 2.05 1.36 80 24 Stop 8:20 5 5 1:48 30 1.50 48 1.96 1.31 80 24 Start 8:24 Arrived 8:18 6 6 2:12 30 1.50 50 2.05 1.36 80 24 ADONEL #4009 9 cy 7 7 2:23 30 1.50 49 2.00 1.34 80 24 8 8 2:00 30 1.50 48 1.96 1.31 80 24 9 9 2:00 30 1.50 59 2.41 1.61 80 24 Stop 9:26 Start 9:25 10 10 2:40 30 1.50 64 2.62 1.75 80 24 ADONEL #7004 Arrived 9:15 11 11 2:16 30 1.50 50 2.05 1.36 80 24 9 cy 12 12 1:45 30 1.50. 53 2.17 1.45 80 24 Stop 10:15 Start 10:15 13 13 1:47 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 10:00 14 14 2:33 30 1.50 50 2.05 1.36 80 24 9 cy 15 15 2:15 30 1.50 55 2.25 1.50 80 24 16 16 2:29 30 1.50 56 2.29 1.53 80 24 Stop 11:00 Start 11:00 17 17 2:18 30 1.50 51 2.09 1.39 80 24 ADONEL #7016 Arrived 10:37 18 18 2:22 30 1.50 51 2.09 1.39 80 24 Test taken 9 cy 19 19 2:16 30 1.50 52 2.13 1.42 80 24 20 1 20 1:53 30 1.50 52 2.13 1.42 1 80 1 24 Pag.: 1/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: April 16, 2019 Notes 1 21 2:07 30 1.50 53 2.17 1.45 80 24 Stop 11:28 Start -`--1"1:29 2 1 22 2:17 30 1.50 1 54 2.21 1.47 80 24 ADONEL #4009 Arrived 11:00 3 23 3:00 30 1.50 50 2.05 1.36 80 24 9 cy 4 24 2:16 30 1.50 52 2.13 1.42 80 24 5 25 2:32 30 1.50 50 2.05 1.36 80 24 Stop 1:04 Start 1:04 6 26 2:42 30 1.50 52 2.13 1.42 80 24 ADONEL - #8001 Arrived 12:29 7 27 2:26 30 1.50 50 2.05 1.36 80 24 9 cy 8 28 2:31 30 1.50 55 2.25 1.50 80 24 9 29 3:04 30 1.50 50 2.05 1.36 80 24 10 30 2:11 30 1.50 52 2.13 1.42 80 24 Stop 1:50 Start 1:50 11 31 1:59 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 1:00 12 32 1:56 30 1.50 50 2.05 1.36 80 24 Test taken 9 cy 13 33 2:23 1 30 1.50 48 1.96 1.31 80 -24 14 34 2:13 30 1.50 56 2.29 1.53 80 24 Stop 2:25 15 35 2:00 30 1.50 52 2.13 1.42 80 1 24 Start 2:31 Arrived 1:40 16 36 1:56 30 1.50 60 2.45 1.64 80 1 24 ADONEL #7016 9 cy 17 37 2:07 30 1.50 60 2.45 1.64 80 24 18 38 2:19 30 1.50 53 2.17 1.45 80 24 19 39 2:49 30 1.50 54 2.21 1.47 80 24 Stop 3:07 Start_ 3:07 20 1 40 2:13 30 1.50 1 52 2.13 1.42 80 24 ADONEL #7004 Arrived 2:38 Pag.: 2/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By; AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Icips comp tension Date: April 16, 2019 Notes 1 41 2:14 30 1.50 52 2.13 1.42 80 24 9 cy 2 42 2:34 30 1.50 52 2.13 1.42 80 24 3 43 2:39 30 1.50 59 2.41 1.61 80 24 Stop 3:47 Start 3:47 4 44 2:39 30 1.50 50 2.05 1.36 80 24 ADONEL #4009 Arrived 3:15 5 45 2:05 30 1.50 58 2.37 1.58 80 24 9 cy 6 46 1 2:20 30 1.50 55 2.25 1.50 80 24 7 47 2:26 30 1.50 60 2.45 1.64 80 24 Stop 4:22 Start 4:22 a 48 2:13 30 1.50 53 2.17 1.45 80 24 ADONEL #8001 Arrived 4:04 9 49 2:15 30 1.50 50 2.05 1.36 80 24 9 cy 10 50 2:51 30 1.50 52 2.13 1.42 80 24 Stop 5:00 11 12 13 14 15 16 17 18 19 20 Pag.: 3/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL Logged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AlA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance - Pile I.D. - -- Auger Time - -MIN.-_ _ Depth (feet) _ Theorical Grout Am't C.Y. Pump Strokes. Actual Grout Amt. C.Y. Grout Factor KipsDate: comp tension April 17, 2019 Notes 1 51 2:24 30 1.50 50 2.08 1.38 80 24 Start 7:30 Arrived- -7:20 - 2 52 2:39 30 1.50 51 2.12 1.41 80 24 ADONEL #7016 9 cy 3 53 2:36 30 1.50 50 2.08 1.38 80 24 4 54 2:43 30 1.50 50 2.08 1.38 80 24 Stop 8:19 5 55 2:56 30 1.50 52 2.16 1.44 80 24 Start 8:24 Arrived 8:08 6 56 2:34 30 1.50 49 2.03 1.36 80 1 24- ADONEL #8001 Test taken 9 cy 7 57 3:14 30 1.50 48 1.99 1.33 80 24 8 58 3:10 30 1.50 51 2.12 1.41 80 24 9 59 2:55 30 1.50 50 2.08 1.38 80 24 Stop 9:13 Start 9:13 10 60 2:15 30 1.50 55 2.28 1.52 80 24 ADONEL #7010 Arrived 9:07 11 61 2:28 30 1.50 50 2.08 1.38 80 24 9 cy 12 62 2:52 30 1.50 55 2.28 1.52 80 24 13 63 2:05 30 1.50 53 2.20 1.47 80 24 Stop 10:04 Start 10:04 14 64 2:41 30 1.50 49 2.03 1.36 80 24 ADONEL #4001 Arrived 9:57 15 65 2:27 30 1.50 50 2.08 1.38 80 24 9 cy 16 66 1:58 30 1.50 48 1.99 1.33 80 24 17 67 2:38 30 1.50 55 2.28 1.52 80 24 18 68 2:21 30 1.50 49 2.03 1.36 80 24 Stop 10:55 Start 10:55 19 69 2:34 30 1.50 51 2.12 1 1.41 80 24 JADONEL #7016 Arrived 10:35 20 70 2:12 30 1.50 52 2.16 1 1.44 80 24 1 9 cy Pag.: 4/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance Pile I.D. - Auger Time _ MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Ki s p comp tension Date: April 17, 2019 Notes 1 71 3:05 30 1.50 50 2.08 1.38 80 Z4- -- - - - 2 72 2:42 30 1.50 47 1.95 1.30 80 24 Stop 11:35 3 73 2:20 30 1.50 50 2.08 1.38 80 24 Start 11:42 Arrived 11:22 4 74 3:35 30 1.50 50 2.08 1.38 80 24 ADONEL #8001 Test taken 9 cy 5 75 2:51 30 1.50 51 2.12 1.41 80 24 6 76 2:27 30 1.50 48 1.99 1.33 80 24 7 77 2:40 30 1.50 51 2.12 1.41 80 24 Stop 12:23 Start 12:23 8 78 2:45 30 1.50 52 2.16 1.44 80 24 ADONEL #7010 Arrived 12:00 9 79 2:42 30' 1.50 53 2.20 1.47 80 24 9 cy 10 80 2:30 30 1.50 50 2.08 1.38 80 24 11 81 2:22 30 1.50 52 2.16 1.44 80 24 Stop 1:37 Start 1:37 12 82 1:59 30 1.50 51 2.12 1.41 80 24 ADONEL #7003 Arrived 1:26 13 83 2:45 30 1.50 52 2.16 1.44 80 24 9 cy 14 84 2:23 30 1.50 51 2.12 1.41 80 24 15 85 2:18 30 1.50 52 2.16 1.44 80 24 16 86 2:14 30 1.50 55 2.28 1.52 80 1 24 Stop 2:24 Start 2:24 17 1 87 2:37 30 1.50 53 2.20 1.47 80 24 ADONEL #4001 Arrived 1:41 18 88 3:02 30 1.50 50 2.08 1.38 80 24 9 cy 19 89 2:30 30 1.50 50 2.08 1.38 80 24 20 90 2:25 30 1.50 50 2.08 1.38 80 24 Stop 2:55 Start 2:55 Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance Pile I.D. - _ Auger Time _ __MIN.- Depth (feet) Theorical Grout Am't C.Y. Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: April 17, 2019 Notes 1 91 2:53 30 1.50 56 2.32 1.55 80 24 ADONEL #8001- - - --Arrived- - - _ -2:20 2 92 2:27 30 1.50 52 2.16 1.44 , 80 24 9 Cy 3 93 2:27 30 1.50 51 2.12 1.41 80 24 4 94 2:39 30 1.50 48 1.99 1.33 80 24 Stop 4:03 Start 4:03 5 95 2:21 30 1.50 50 2.08 1.38 80 24 ADONEL #7010 Arrived . 3:10 6 96 2:38 30 1.50 50 2.08 1.38 80 24 9 cy 7 97 1 2:56 30 1.50 50 2.08 1.38 80 24 Stop 5:20 8 98 2:40 30 1.50 52 2.16 1.44 80 24 Start Arrived 5:18 9 99 1:52 30 1.50 47 1.95 1.30 80 24 ADONEL #4010 9 cy 10 100 2:11 30 1.50 53 2.20 1.47 80 24 11 101 2:37 30 1.50 50 2.08 1.38 .80 24 Stop 6:00 12 " 13 14 15 16 17 18 19 20 Pag.: 6/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance _ Pile I.D. Auger Time MIN, _ Depth (feet) Theorical Grout Ain't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor KipsDate: comp tension April 18, 2019 Notes 1 102 3:00 30 1.50 50 2.01 1.34 80- --24 Start- 8:12- Arrived - - -7:43 _ 2 103 2:34 30 1.50 50 2.01 1.34 80 24 ADONEL #7010 9 cy 3 104 2:55 30 1.50 55 2.21 1.47 80 24 4 105 3:19 30 1.50 50 2.01 1.34 80 24 Stop 8:50 5 106 3:50 30 1.50 50 2.01 1.34 80 24 Start 8:57 Arrived 8:42 6 107 2:14 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Test taken 9 cy 7 108 2:57 30 1.50 48 1.93 1.29 80 24 8 109 2:31 30 1.50 51 2.05 1.37 80 24 -. 9 110 2:35 30 1.50 48 1.93 1.29 80 24 Stop 10:07 Stan`, 10:07 10 111. 3:00 30 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 9:56 11 112 3:00 30 1.50 48 1.93 1.29 80 24 9 cy 12 113 2:40 30 1.50 51 2.05 1.37 80 24 13 114 3:15 30 1.50 52 2.09 1.39 80 24 14 115 2:55 30 1.50 53 2.13 1.42 80 24 Stop 10:55 Start 10:55 15 116 2:25 30 1.50 52 2.09 1.39 80 24 ADONEL #7016 Arrived 10:27 16 117 2:11 30 1.50 50 2.01 1.34 80 1 24 9 cy 17 118 2:40 30 1.50 51 2.05 1.37 80 24 18 119 2:05 30 1.50 52 2.09 1.39 80 24 Stop 11:49 Start 11:49 19 120 2:53 30 1.50 53 2.13 1.42 80 24 ADONEL #7009 Arrived 11:45 20 121 2:23 30 1.50 54 2.17 1.45 80 24 9 cy Pag.: 7/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance Pile I.D. Auger Time __MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: April 18, 2019 - Notes 1 122 2:33 30 1.50 53 2.13 1.42 80 24 2 123 2:41 30 1.50 49 1.97 1.31 80 24 Stop 1:17 Start 1:17 3 124 .2:26 30 1.50 52 2.09 1'.39 80 24 ADONEL #7014 Arrived 12:50 4 125 2:57 30 1.50 51 2.05 1.37 80 24 9 cy 5 126 3:09 30 1.50 50 2.01 1.34 80 24 6 127 3:28 30 1.50 50 2.01 - 1.34 80 24 7 128 3:00 30 1.50 53 2.13 1.42 80 24 Stop 2:15 Start 2:15 8 129 2:37 30 1.50 51 2.05 1.37 80 24 ADONEL #7010 Arrived 1:35 9 130 2:49 30 1.50 52 2.09- 1.39 80 24 9 cy 10 131 2:48 30. 1.50 52 2.09 1.39 80 24 11 132 2:49 30 1.50 53 2.13 1.42 80 24 Stop 3:14 Start 3:14 12 133 2:32 30 1.50 51 2.05 1.37 80 24 ADONEL #4005 Arrived 2:24 13 134 2:04 30 1.50 51 2.05 1.37 80 24 Testtaken 9 cy 14 135 2:00 30 1'.50 54 2.17 1.45 80 24 15 136 2:14 30 1.50 55 2.21 1.47 80 24 16 137 2:07 30 1.50 53 2.13 1.42 80 24 Stop 4:20 Start 4:20 17 138 2:23 1 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Arrived 2:52 139 2:00 30 1.50 52 2.09 1.39 80 24 9 cy L20 140 2:33 30 1.50 54 2.17 1.45 80 24 Stop 5:30 Pag.: 8/12 SOILPROBE ENGINEERING AND TESTING, INC. - 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: April 19, 2019 Notes 1 141 2:57 30 1.50 48 2.16 - -- ---1:44-- -80-- -24 - - Start7:53 Arrived- - 7:34 - -- 2 142 2:16 1 30. 1.50 50 2.25 1.50 80 24 ADONEL #7016 Test taken 9 cy 3 143 2:21 30 1.50 50 2.25 1.50 80 24 4 144 2:21 30 1.50 49 2.21 1.47 80 24 5 145 2:38 30 1.50 50 2.25 1.50 80 24 Stop 8:39 Start 8:39 6 146 3:00 30 1.50 50 2.25 1.50 80 24 ADONEL #8001 Arrived 8:02 7 147 2:17 1 30 1.50 51 2.30 1.53 80 24 9 cy 8 148_ 2:27 30 1.50 48 2.16 1.44 80 24 9 149 2:22 30 1.50 55 2.48 1.65 80 24 Stop 9:35 Start 9:35 10 150 2:24 30 1.50 50 2.25 1.50 80 24 ADONEL #7014 Arrived 8:54 11 151 3:22 30 1.50 50 2.25 1.50 80 24 9 cy 12 152 2:30 30 1.50 53 2.39 1.59 80 24 13 153 2:36 30 1.50 48 2.16 1.44 80 24 Stop 10:39 Start 10:39 14 154 2:51 30 1.50 50 2.25 1.50 80 24 ADONEL #7004 Arrived 9:39 15 155 2:44 . 30 1.50 52 2.34 1.56 80 24 9 cy 16 156 2:14 30 1.50 51 2.30 1.53 80 24 17 157 2:32 30 1.50 53 2.39 1.59 80 24 Stop 11:32 Start 11:32 18 158 2:35 30 1.50 55 2.48 1.65 80 24 ADONEL #4009 Arrived 10:23 19 159 2:27 30 1.50 55 2.48 1.65 80 24 9 cy 20 160 1:59 30 1.50 50 2.25 1.50 80 24 Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: POOL Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL _ Field Notes: - Steel Spec's: (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: April 19, 2019 Notes 1- 161 - - -2:50- - - 30 - - — -1.50 - -52 — -2:34-- - 1.56-- 80— -24 Stop 12:22 Start 12:22 2 162 2:15 30 1.50 55 2.48 1.65 80 24 ADONEL #7016 Arrived 11:42 3 9 cy 4 Stop 1:30 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Pag.: 10/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: Auger Cast Pile with (6) #6 full length bars with #3 ties @V at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual - Grout Amt. C.Y. Grout Factor KipsDate: comp tension April 23, 2019 Notes 1 163 2:34 30 -- 1.50- - -50 --2.13- -1.42 - - 80 -24- Start- 9:50 __ --Arrived _ _ 9:34 2 164 1 3:01 30 1.50 49 2.08 1.39 80 24 ADONEL #7007 Test taken 9 cy 3 165 2:35 30 1.50 55 2.34 1.56 80 24 4 166 2:22 30 1.50 50 2.13 1.42 80 24 Stop 10:39 5 167 2:14 30 1.50 52 2.21 1.47 80 24 Start 10:40 Arrived 10:15 6 168 2:41 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 9 cy 7 169 2:09 30 1.50 54 2.30 1.53 80 24 8 170 2:19 30 1.50 52 2.21 1.47 80 24 9 171 2:40 30 1.50 51 2.17 1.45 80 24 Stop 11:20 Start 11:20 10 172 2:44 30 1.50 50 2.13 1.42 80 24 ADONEL #4009 Arrived 10:49 11 173 2:58 30 1.50 52 2.21 1.47 80 24 9 cy 12 174 2:27 30 1.50 50 2.13 1.42 80 24 13 175 2:16 30 1.50 50 2.13 1.42 80 24 Stop 12:18 Start 12:18 14 176 2:25 30 1.50 54 2.30 1.53 80 24 ADONEL #7015 Arrived 11:51 15 177 2:00 30 1.50 52 2.21 1.47 80 1 24 9 cy 16 178 3:33 30 1.50 54 2.30 1.53 80 24 17 179 2:22 30 1.50 52 2.21 1.47 80 24 Stop 1:12 18 180 2:17 30 1.50 50 2.13 1.42 80 24 Start 1:25 Arrived 12:40 19 181 2:29 30 1.50 53 1 2.25 1 1.50 80 24 IADONEL #8001 9 cy 20 1 182 2:26 30 1.50 55 1 2.34 1 1.56 80 1 24 Pag.: 11/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Specs: Auger Cast Pile with (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes. Actual Grout Amt. C.Y. Grout Factor KipsDate: comp tension April 23, 2019 Notes 1 183 2:10 30 1.50 55 2.34 1.56 80 24 Stop 1:57 -- 2- 1-84 - 2:34 - 30- 1.50- - 56 2.38 1.59 80 24 Start 2:06 Arrived 1:00 3 185 2:28 30 1.50 55 2.34 1.56 80 24 ADONEL #7000 Test taken 9 cy 4 186 2:50 30 1.50 56 2.38 1.59 80 24 5 187 2:44 30 1.50 55 2.34 1.56 80 24 Stop 2:41 6 188 2:25 30 1.50 48 2.04 1.36 80 24 Start 2:58 Arrived 2:36 7 189 2:05 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 9 cy 8 190 2:22 30 1.50 55 2.34 1.56 80 24 Stop 3:30 9 10 11 12 13 14 15 16 17 18 F20 Pag.:12/12 48 49 5 4' 40 { V [ .�gecr�__ �,,�� .�.�:?gym' �omx. .. ��•; f_r4'•-�_ i y}Y } L+:fz°4EifC�sl3�txEt• 4 i �k,wTl7roaLCN.?2C, -� i 42 34 i 5 t i i 47. Tsnw.mm3w i 45 �fy 1 �riT 6 h jzsxnn.hc 44 , t �i.=saur�zn: 0 46 4 -- . , Pam, 5 � f { 6 cvbvrrx ~'s 27 w.. 12' hT"Y F. I 14 f, 2 15 r. V 18 19 AUGEI -CAST FlL'� LAYOUT sM�rr: ate• — � �` SOMPROBE ENGINEERING AND Pile Location Sketch TESTING American Foundation Lot #1 3931 SW 47th Ave. #104 4410 N Hwy AlA Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115