| Date |
Text |
| 2020-09-09 08:48:56 | PLAN REVIEW / BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER BUILDING - PX3169 |
| | PLANS EXAMINER 1&2 FAMILY - SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CODES IN EFFECT: |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | NEC 2014 |
| | |
| | 3RD REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED |
| | SATISFACTORILY ARE MARKED AS CORRECTED. |
| | PREVIOUS COMMENTS THAT HAVE NOT BEEN ADDRESSED |
| | SATISFACTORILY MAY HAVE ADDITIONAL COMMENTS IN |
| | PARENTHESES. ANY NEW COMMENT WILL BE LISTED AFTER |
| | PREVIOUS COMMENTS. |
| | |
| | 2ND REVIEW |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| | FBC B = FBC BUILDING |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | FBC R = FBC RESIDENTIAL |
| | |
| | 1. FBC R 301, IT APPEARS THAT A PREFAB SLAB IS |
| | PROPOSED. EITHER: |
| | |
| | PROVIDE ENGINEERING FOR THE PREFAB SLAB, OR |
| | |
| | PROVIDE A STRUCTURAL DETAIL WITH ALL INFORMATION |
| | INCLUDING CALCULATIONS TO SHOW HOW THE PROPOSED PREFAB |
| | SLAB WILL RESIST WIND LOADS, INCLUDING OVERTURNING AND |
| | SLIDING. THE DETAIL PROVIDED LACKS BASIC INFORMATION |
| | SUCH AS THICKNESS, DETAIL FOR THE SLAB CONSTRUCTION, |
| | REINFORCING STEEL, WIND DESIGN CRITERIA, ETC. |
| | |
| | (2ND REVIEW COMMENTS HAVE NOT BEEN NOT ADDRESSED) |
| | |
| | NEW COMMENT: |
| | |
| | 1. PROVIDE SITE SPECIFIC WIND LOADS FOR THE GENERATOR. |
| | |
| | FBC 107.3.5.3 ? PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | |
| | R301.2.1 WIND DESIGN CRITERIA. |
| | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| | FROM FIGURE R301.2(4). |
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