| Date |
Text |
| 2023-04-17 11:30:20 | JONATHAN BROOKS JR. |
| | BUILDING PLANS EXAMINER |
| | WORK HOURS: MONDAY - FRIDAY 7:00 AM TO 3:00 PM |
| | PHONE (561) 805-6656 |
| | EMAIL: [email protected] |
| | |
| | 1ST REVIEW: FBC 2020 7TH EDITION |
| | FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020) |
| | FBC B = FBC BUILDING |
| | FBC R = FBC RESIDENTIAL |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | WPB A = CITY OF WEST PALM BEACH AMENMENTS TO THE FBC |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | TO RESUBMIT, YOU CAN EITHER DROP OFF YOUR SUBMITTAL AT |
| | CITY HALL, OR UPLOAD CORRECTIONS TO PROJECTDOX. |
| | |
| | 1. FBC B 1609 PROVIDE A COMPLETE SET OF SIGNED AND |
| | SEALED ENGINEERED DESIGN PROCEDURE DRAWINGS BY A |
| | FLORIDA REGISTERED PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT, OR REGISTERED ROOF CONSULTANT. BASED ON THE |
| | DIMENSIONS OF THE STRUCTURE, APPROPRIATE WIND LOADS ARE |
| | DETERMINED USING CHAPTER 16 OF THE FLORIDA BUILDING |
| | CODE 2020 FOR ROOF CLADDING WIND LOADS. THESE COMPONENT |
| | WIND LOADS FOR ROOF CLADDING ARE COMPARED TO THE |
| | ALLOWABLE PRESSURE LISTED ABOVE. THE DESIGN |
| | PROFESSIONAL SHALL SELECT THE APPROPRIATE ERECTION |
| | DETAILS TO REFERENCE IN HIS DRAWINGS FOR PROPER |
| | FASTENER ATTACHMENT TO HIS STRUCTURE AND ANALYZE THE |
| | PANEL FASTENERS FOR PULLOUT. SUPPORT FRAMING MUST BE IN |
| | COMPLIANCE WITH FLORIDA BUILDING CODE 2020 CHAPTER 22 |
| | FOR STEEL, AND CHAPTER 16 FOR STRUCTURAL LOADING. |
| | PLEASE REFERENCE PRODUCT APPROVAL FL9352.3- R5 |
| | EVALUATION REPORT PAGES #1-#5 FOR REQUIRED DATA TO MEET |
| | COMPLIANCE. |
| | 2. FBC B 107.2.1 FOR CLARITY PLEASE REVISE ROOF |
| | DIAGRAM/SKETCH AND INCLUDE FLAT ROOF SLOPE(S), MEAN |
| | ROOF HEIGHT(S). |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
