| Date |
Text |
| 2017-05-08 11:34:44 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. 1612.1 GENERAL. |
| | WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION |
| | 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES |
| | AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING |
| | SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL |
| | DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED |
| | AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS |
| | AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE |
| | THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED |
| | WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL |
| | APPLY. |
| | |
| | 2. 1612.4 DESIGN AND CONSTRUCTION. |
| | THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES |
| | LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH |
| | HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF |
| | ASCE 7 AND WITH ASCE 24. |
| | |
| | 3. 1612.5 FLOOD HAZARD DOCUMENTATION. |
| | THE FOLLOWING DOCUMENTATION SHALL BE PREPARED AND |
| | SEALED BY A REGISTERED DESIGN PROFESSIONAL AND |
| | SUBMITTED TO THE BUILDING OFFICIAL: |
| | |
| | 1. FOR CONSTRUCTION IN FLOOD HAZARD AREAS OTHER THAN |
| | COASTAL HIGH HAZARD AREAS: |
| | |
| | 1.1. THE ELEVATION OF THE LOWEST FLOOR, INCLUDING |
| | BASEMENT, AS REQUIRED BY THE FOUNDATION INSPECTION AND |
| | THE FINAL INSPECTION IN SECTION 110.3. |
| | |
| | 4. CONSTRUCTION DOCUMENTS SHALL INCLUDE A STATEMENT |
| | THAT THE BUILDING IS DESIGNED IN ACCORDANCE WITH ASCE |
| | 24, INCLUDING THAT THE PILE OR COLUMN FOUNDATION AND |
| | BUILDING OR STRUCTURE TO BE ATTACHED THERETO IS |
| | DESIGNED TO BE ANCHORED TO RESIST FLOTATION, COLLAPSE |
| | AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND |
| | FLOOD LOADS ACTING SIMULTANEOUSLY ON ALL BUILDING |
| | COMPONENTS, AND OTHER LOAD REQUIREMENTS OF CHAPTER 16. |
