Date |
Text |
2016-09-22 16:27:28 | 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 |
| |
| 2ND REVIEW |
| DATE: THURS. SEPT. 22/2016 |
| ACTION: BUILDING PROVISO |
| |
| 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. THE |
| SOILS REPORT SUBMITTED PROVIDES TO WHAT DEPTH THE |
| DEWATERING NEEDS TO OCCUR TO PROVIDE A DRY WORKING |
| SURFACE AND TO ALLOW FOR DENSITY TESTING AS PART OF THE |
| FOUNDATION PREPARATION. THE CONTRACTOR IS RESPONSIBLE |
| FOR THE DESIGN, MAINTENANCE AND OTHER FACTORS TO |
| DEWATERING AND GROUNDWATER. TO DATE THE CONTRACTOR HAS |
| NOT SUBMITTED A DEWATERING PLAN AND IS AT THERE OWN |
| RISK!!! |
| |
| 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. |
| |
| WITHOUT A DEWATERING PLAN THE SLOPES MAY NOT BE |
| MAINTAINED BECAUSE OF THE INTRUSION OF GROUND WATER. |
| CONTRACTOR IS AT OWN RISK!!!! |
| 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. |
| |
| 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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