| Date |
Text |
| 2020-08-11 13:04:19 | PLAN REVIEW GENERATOR - 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 |
| | |
| | 2ND REVIEW |
| | |
| | RESULTS: DENIED |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1) PROVIDE WIND DESIGN LOADS FOR THE GENERATOR PER FBC |
| | 107.3.5.3 AND R301.2 AS REQUIRED FOR THE GENERATOR PAD |
| | ENGINEERING. |
| | THE DESIGN PRESSURES PROVIDED ARE THE MAX. ALLOWABLE |
| | PRESSURES FOR THE GENERATOR PAD. PLEASE REFERENCE THE |
| | ALLOWABLE DESIGN PRESSURE NOTE. A DESIGN PROFESSIONAL |
| | SHALL PROVIDE DESIGN WIND LOAD CALCULATIONS FOR THE |
| | SITE. THE PRESSURES PROVIDED FOR THE GENERATOR PAD MUST |
| | MEET OR EXCEED THESE WIND LOAD PRESSURES. |
| | 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). |
| | |
| | |
| | 2) STRUCTURAL DETAIL OF PAD AND DESIGN LOADS SHALL BE |
| | SIGNED AND SEALED BY A DESIGN PROFESSIONAL. |
| | SEE COMMENTS UNDER SIGNATURE REVIEW. |
| | |
| | |
