Date |
Text |
2016-05-19 07:09:25 | BUILDING PLAN REVIEW |
| W. P. B. REVISION: 16050609 |
| W. P. B. PERMIT: 15050569 |
| ADD: 250 S. AUSTRALIAN AVE. |
| CONT: EDD HELMS AIR CONDITIONING & ELEC. |
| TEL: (305)653-2530 |
| E-MAIL: [email protected] |
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| 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. |
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| 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| OF THE FLORIDA BUILDING CODE, BUILDING. |
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| 1ST REVIEW |
| DATE: THURS. MAY 19/2016 |
| ACTION: DENIED |
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| 1) SHEET THE PERMIT SET OF PLANS SHEET M3 CHILLER |
| MOUNTING DATAIL PROVIDED HOW THE CHILLER WAS TO BE |
| MOUNTED TO THE SLAB, THE REVISON NO LONGER PROVIDES |
| THIS INFORMATION, NOR IS THE AREA CLOUDED WITH A |
| REVISION WHERE THE MOUNTING INFORMATION WAS REMOVED. |
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| 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| BUILDING CODE, BUILDING. |
| 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS? |
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| 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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