Date |
Text |
2016-06-23 14:03:03 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT:16051222 |
| ADD: 8740 N STATE RD. 7 |
| CONT: FLORIDA DESIGN DRILLING CORP. |
| TEL: 561-844-2966 |
| 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. JUNE 23/2016 |
| ACTION: DENIED |
| |
| 1) PLEASE NOTE SHEET S-3 SHOWS A CONCRETE VAULT BEING |
| BUILT APPROX. 10 FEET BELOW GRADE. THE PLANS DO NOT |
| INDICATE HOW THE DEWATERING OF THE SITE WILL OCCUR, AND |
| TO MAINTAIN A SAFE ALLOWABLE SAFE BEARING PRESSURE OF |
| 2,000 PSF BEFORE THE FOUNDARION IS PORED. 2014 FBC-B |
| 1803.5.4 GROUND -WATER TABLE. |
| 2014 FBC-B 3303.5 WATER ACCUMULATION. PROVISION SHALL |
| BE MADE TO PREVENT THE ACCUMULATION OF WATER OR DAMAGE |
| TO ANY FOUNDATIONS ON THE PREMISES OR THE ADJOINING |
| PROPERTY. |
| 3304.1.1 SLOPE LIMITS. . CUT SLOPES FOR PERMANENT |
| EXCAVATIONS SHALL BE NOT STEEPER THAN ONE UNIT VERTICAL |
| IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE). DEVIATION |
| FROM THE FOREGOING LIMITATIONS FOR CUT SLOPES SHALL BE |
| PERMITTED ONLY UPON THE PRESENTATION OF A SOIL |
| INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING |
| OFFICIAL. |
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| |
| 2) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| |
| 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] |
| |
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