| Date |
Text |
| 2019-01-31 08:06:56 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | JOSEAN A. DUPREY E.I., BN, PX |
| | BUILDING PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6716 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 4TH REVIEW |
| | RESULTS: DENIED |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. THE GAZEBO PRODUCT DATA SUBMITTED STATES THE GAZEBO |
| | IS NOT INTENTED FOR USED IN STRUCTURES THAT TRAP WIND |
| | OR RAIN THAT WOULD CREATE EXTRA LOAD ON THE PRODUCT. |
| | THE FLORIDA RESIDENTIAL CODE CHAPTER R301.1 INDICATES |
| | THAT BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL |
| | BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING |
| | DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW |
| | LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY |
| | THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES |
| | IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS |
| | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING |
| | ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES |
| | CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO |
| | COMPLY WITH THE REQUIREMENTS OF THIS SECTION. |
| | |
| | 2. PLEASE PROVIDE A DIFFERENT PRODUCT TO MEET THE LOAD |
| | REQUIREMENTS OF FLORIDA RESIDENTIAL CODE OR HAVE THE |
| | GAZEBO SUBMITTED EVALUATED BY A FLORIDA LICENSE DESIGN |
| | PROFESSIONAL. WE WANT TO SEE A GAZEBO THAT MEET THE |
| | WIND LOADS REQUIREMENTS. |
