| Date |
Text |
| 2008-02-07 14:36:22 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBCFLORIDA BUILDING CODE 2004 |
| | FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING |
| | CODE |
| | FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 |
| | |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FSFLORIDA STATUTE |
| | |
| | 1.)PROVIDE TWO COMPLETE, IDENTICAL COLLATED SETS OF |
| | PERMIT DOCUMENTS.YOU'VE DRAWN THE GENERATOR ON AN |
| | "EXISTING CONCRETE PATIO" BUT THERE IS ONLY ONE COPY OF |
| | THIS DOCUMENT.PLEASE CHECK ALL SHEETS AND COLLATE |
| | INTO TWO IDENTICAL SETS. |
| | |
| | 2. .)PROVIDE ANCHORING INFORMATION TO COMPLY WITH |
| | FBC1609.1.3, FBC R301; STRUCTURAL MEMBERS AND SYSTEMS, |
| | AND COMPONENTS AND CLADDING IN A BUILDING OR STRUCTURE |
| | SHALL BE ANCHORED TO RESIST WIND-INDUCED OVERTURNING, |
| | UPLIFT AND SLIDING AND TO PROVIDE CONTINUOUS LOAD PATHS |
| | FOR THESE FORCES TO THE FOUNDATION.WHERE A PORTION OF |
| | THE RESISTANCE TO THESE FORCES IS PROVIDED BY DEAD |
| | LOAD, THE MINIMUM DEAD LOAD LIKELY TO BE IN PLACE |
| | DURING A DESIGN WIND EVENT SHALL BE USED. |
| | |
| | 3.)DECLARE WIND DESIGN CRITERIA, FBC1603.1.4. |
| | |
| | 4.)PROVIDE A DETAIL FOR THE SLAB INCLUDING ALL |
| | DIMENSIONS AND STRUCTURAL INFORMATION.USE OF A PREFAB |
| | SLAB REQUIRES CALCULATIONS PREPARED BY AN ENGINEER. |
| | |
| | 5.)THE VALUE IS TOO LOW.PROVIDE A REASONABLE VALUE |
| | OR AN ESTIMATED VALUE WILL BE DONE FOR YOU USING |
| | MARSHALL & SWIFT. |
| | |
| | 6.)A NOTICE OF COMMENCEMENT MUST BE FILED WITH THE |
| | CLERK OF COURTS BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | |
| | |
