| Date |
Text |
| 2021-03-11 15:51:35 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SEVENTH EDITION (2020) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE WIND DESIGN DATA REFERENCES THE 2017 FBC |
| | RESIDENTIAL AND ASCE 7 - 10. BASED ON THE PERMIT |
| | APPLICATION DATE OF 3/4/2021, THIS PROJECT IS UNDER THE |
| | 2020 FBC BUILDING SEVENTH EDITION AND ASCE 7-16 . THE |
| | FBC BUILDING APPLIES AND NOT THE FBC RESIDENTIAL. THE |
| | PLANS HAVE SEVERAL REFERENCES TO THE FBC SIXTH EDITION |
| | (2017). THE FBC SEVENTH EDITION (2020) WENT INTO EFFECT |
| | ON DECEMBER 31, 2020. ALL NEW PERMITS APPLIED FOR ON OR |
| | AFTER THAT DATE ARE REQUIRED TO COMPLY WITH AND |
| | REFERENCE THE 2020 FBC SEVENTH EDITION. FS CHAPTER 553 |
| | |
| | 2) THE GENERATOR PAD IS SPECIFIED AS 4" THICK CONCRETE. |
| | BASED ON THE GENERATOR SPECIFICATIONS IT WEIGHS OVER |
| | 4,000 LBS. WITH THE ACOUSTIC ENCLOSURE. OTHER |
| | GENERATORS OF SIMILAR SIZE HAVE 6" OR 8" THICK SLABS. |
| | SUBMIT CALCULATIONS TO SHOW THAT A 4" SLAB IS ADEQUATE. |
| | FBC AMENDMENTS 107.2.1.2 |
| | |
| | 3) THE GENERATOR IS LOCATED IN A SPECIAL FLOOD HAZARD |
| | AREA, ZONE "AE" WITH A BASE FLOOD ELEVATION OF 12.2' |
| | NAVD 88. THE CITY HAS A REQUIRED FREEBOARD OF 2 FEET |
| | MORE. THIS MAKES THE REQUIRED ELEVATION 14.2' NAVD. THE |
| | GENERATOR WILL NEED TO BE ELEVATED ABOVE 14.2' NAVD OR |
| | BE DRY FLOOD PROOFED. SHOW HOW THIS WILL BE |
| | ACCOMPLISHED. A PRE-CONSTRUCTION ELEVATION CERTIFICATE |
| | WILL BE REQUIRED BEFORE THE PERMIT IS ISSUED. A FINAL |
| | ELEVATION CERTIFICATE WILL BE REQUIRED AT THE FINAL |
| | INSPECTION. FBC 1612 |
| | |
| | 4) SUBMIT A SITE PLAN WITH THE ELEVATIONS DEFINED IN |
| | NAVD 88. FBC 107.2.1 |
| | |
