| Date |
Text |
| 2016-02-25 15:42:56 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16020780 |
| | ADD: 214 ROSSEMARY BLVD. 6 TEST AUGER CAST CONCRETE |
| | PILE |
| | CONT: MOSS & ASSOCIATES |
| | TEL: 954-868-5509 JAMES TURNER |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: THURS. FEB. 25/2016 |
| | ACTION: BUILDING PROVISO |
| | |
| | 1) DURING THE PROCESS OF BORING OF THE TEST PILE TO THE |
| | GROUTING PROCESS AND PLACEMENT OF RE-INFORCEMENT, THE |
| | GEOTECHNICAL ENGINEER SHOULD ALSO MONITOR AND REPORT |
| | THE RESULTS OF THE TEST PILE INSTALATION AS WELL AS |
| | LOAD TESTING. THE WEST PALM BEACH BUILDING DEPARTMENT |
| | WILL REQUIRE A SET OF BORING LOGS, PROVIDE THE |
| | THEORETICAL PILE VOLUME AS WELL AS THE ACTUAL PILE |
| | VOLUME FOR EACH TEST PILE AND TEST RESULTS OF THE 14 |
| | INCH AND 24 INCH AUGER CAST CONCRETE TEST PILE. |
| | |
| | TABLE 5 SUMMARY OF PILE ALLOWABLE AXIAL CAPACITIES |
| | INDICATES THE 14 INCH PILE MINIMUM PILE TIP ELEVATION |
| | NGVD -40 FT AND THE 24 INCH PILE A -65 FT NGVD. SECTION |
| | 6.2.2 INDICATES THERE IS A THIN LAYER OF COQUINA ROCK |
| | AT THE SITE AND THE 24 INCH PILE MAY NEED TO GO AS DEEP |
| | AS 75 TO 80 FEET TO ENSURE THE 24 INCH DIAMETER PILES |
| | BE SOCKET AT LEAST 45 FEET INTO THE COQUINA. |
| | |
| | 2014 FBC-B 1810.3.5.2.2 UNCASED. CAST-IN-PLACE DEEP |
| | FOUNDATION ELEMENTS WITHOUT A PERMANENT CASING SHALL |
| | HAVE A DIAMETER OF NOT LESS THAN 12 INCHES (305 MM). |
| | THE ELEMENT LENGTH SHALL NOT EXCEED 30 TIMES THE |
| | AVERAGE DIAMETER. |
| | |
| | EXCEPTION: THE LENGTH OF THE ELEMENT IS PERMITTED TO |
| | EXCEED 30 TIMES THE DIAMETER, PROVIDED THE DESIGN AND |
| | INSTALLATION OF THE DEEP FOUNDATIONS ARE UNDER THE |
| | DIRECT SUPERVISION OF A REGISTERED DESIGN PROFESSIONAL |
| | KNOWLEDGEABLE IN THE FIELD OF SOIL MECHANICS AND DEEP |
| | FOUNDATIONS. THE REGISTERED DESIGN PROFESSIONAL SHALL |
| | SUBMIT A REPORT TO THE BUILDING OFFICIAL STATING THAT |
| | THE ELEMENTS WERE INSTALLED IN COMPLIANCE WITH THE |
| | APPROVED CONSTRUCTION DOCUMENTS. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
