| Date |
Text |
| 2015-07-29 14:19:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15061364 |
| | ADD: 6527 N. JOG RD. |
| | CONT: WHARTON-SMITH |
| | TEL: (561)748-5956 |
| | E-MAIL: [email protected] |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 1ST REVIEW |
| | DATE: WED. JULY 29/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, MINIMUM PLAN |
| | REVIEW CRITERIA FOR BUILDINGS. THE EXAMINATION OF THE |
| | DOCUMENTS BY THE BUILDING OFFICIAL SHALL INCLUDE THE |
| | FOLLOWING MINIMUM CRITERIA AND DOCUMENTS: |
| | 1A OCCUPANCY GROUP AND SPECIAL OCCUPANCY REQUIREMENTS |
| | SHALL BE DETERMINED. |
| | 1B) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED |
| | (SEE TABLE 503). |
| | |
| | 2) PROVIDE SIGNED & SEALED SOILS REPORT. 2010 FBC-B |
| | 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, |
| | STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR |
| | WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED |
| | IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE |
| | PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION |
| | BE CONDUCTED. |
| | |
| | 3A) PLEASE PROVIDE A DEWATERING PLAN. THE DEWATERING OF |
| | THE EXCAVATION MAY NECESSITATE THE USE OF SUMPS, WELLS, |
| | WELLPOINTS OR A COMBINATION THEREOF. CONTROL OF GROUND |
| | WATER SHOULD BE ACCOMPLISHED IN A MANNER THAT PRESERVES |
| | THE STRENGTH OF THE FOUNDATION BEARING MATERIALS AND |
| | DOES NOT CAUSE INSTABILITY OF THE EXCAVATION SIDEWALLS. |
| | 2010 FBC-B 1803.5.2. |
| | |
| | 3B) 1803.5.4 GROUND-WATER TABLE. A SUBSURFACE SOIL |
| | INVESTIGATION SHALL BE PERFORMED TO DETERMINE WHETHER |
| | THE EXISTING GROUND-WATER TABLE IS ABOVE OR WITHIN 5 |
| | FEET (1524 MM) BELOW THE ELEVATION OF THE LOWEST FLOOR |
| | LEVEL WHERE SUCH FLOOR IS LOCATED BELOW THE FINISHED |
| | GROUND LEVEL ADJACENT TO THE FOUNDATION. |
| | |
| | 4) SHEET S008 SHOWS VARIOUS ALUMINUM COVERS BUT THEY DO |
| | NOT INDICATE HOW THEY WILL BE HELD IN PLACE IN CASE OF |
| | A HIGH WIND EVENT, NOR IF THERE IS TO BE A FIXED LADDER |
| | WITH THE PIT. 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 5) SHEET S003 AND M 301 BOTH SHOW VERTICAL PUMPS ABOVE |
| | THE FINISH ROOF SLAB. SHEET S010 DETAIL FOR TYPICAL |
| | VERTICAL PUMP DETAIL AND COORDINATE WITH PUMP DETAIL, |
| | IS THE PUMP DETAIL TO BE DIFERENT THAN WHAT IS SHOWN? |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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