| Date |
Text |
| 2021-01-27 16:45:26 | PLAN REVIEW / BUILDING / GENERATOR |
| | |
| | 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 |
| | APPLICATION DATED 12-17-2020. |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PROVIDE A STRUCTURAL CONCRETE PAD DETAIL FOR THE |
| | PROPOSED GENERATOR. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 2. DESIGNER SHALL PRINT THEIR NAME AND SIGN THE PLAN. |
| | FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS |
| | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE |
| | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO |
| | SECTION 107.3.5), CHPT. 471, F.S. & 61G15 AND CHPT. |
| | 481, F.S. & 61G1. |
| | |
| | 3. PROVIDE SITE SPECIFIC WIND DESIGN LOADS. |
| | FBC 107.3.5.1.(8) PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4. PROVIDE WIND DESIGN PRESSURES FOR THE PROPOSED |
| | GENERATOR. |
| | 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). |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | |
| | |
