| Plan Review Notes For Permit 17080711 |
| Permit Number |
17080711 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2017-09-01 18:23:50 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC FIFTH EDITION (2014) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THE STRUCTURE AND GENERATOR ARE LOCATED WITHIN 600 | | | FEET OF THE INTRACOASTAL WATERWAY. BASED ON | | | FBC-R301.2.1.4.3, THE GENERATOR IS LOCATED IN EXPOSURE | | | 'D'. THE REQUIRED DESIGN PRESSURE FOR THE GENERATOR ON | | | THE DOCUMENTS THAT WERE SUBMITTED IS 50 PSF. THE | | | ALLOWABLE PRESSURE ON THE DOCUMENTS FOR THE PAD ARE | | | 39.20 PSF, WHICH DOES NOT MEET THE REQUIRED WIND LOADS. | | | FBC-R301.2.1 | | | | | | 2) THE TWO SETS OF SITE SPECIFIC DESIGN PRESSURE | | | REQUIREMENTS FOR THIS PROJECT AS REQUIRED BY GENERAL | | | NOTE #2 ON THE GENERATOR PAD DRAWINGS THAT WERE | | | SUBMITTED ARE FROM A FLORIDA LICENSED ENGINEER AND ARE | | | REQUIRED TO BE SEALED AND HAVE THE ENGINEER'S | | | HANDWRITTEN SIGNATURE. FAC 61G15 - 23.002 | | | | | | 3) IN ORDER TO MEET WIND LOAD REQUIREMENTS THE CONCRETE | | | PAD HAS A MINIMUM WEIGHT REQUIREMENT FOR THE GENERATOR. | | | SUBMIT TWO SETS OF MANUFACTURER'S SPECIFICATIONS FOR | | | THE GENERATOR THAT SPECIFY THE WEIGHT OF IT. FBC | | | 107.2.1 | | | |
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