Date |
Text |
2022-02-16 12:09:31 | 2ND REVIEW FBC-2020 PLUMBING |
| PERMIT-22010969 |
| 2/15/2022 |
| |
| CODES IN EFFECT: |
| FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 |
| FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020 |
| FS- FLORIDA STATUTES |
| FAC- FLORIDA ADMINISTRATIVE CODE |
| WPB- WEST PALM BEACH AMENDMENTS TO THE FBC |
| |
| PLAN REVIEW RESULTS: DENIED. |
| |
| 1) AS NOTED IN COMMENT #2 FROM THE 1ST REVIEW COPIED |
| BELOW. HYDROMECHANICAL INTERCEPTORS SHALL NOT BE SIZED |
| USING SEAT SIZING FORMULAS. THE RESUBMITTED PLAN SHEET |
| P-107 SHOWS NON-COMPLIANT SIZING. PLEASE SUBMIT A CLEAN |
| PLAN SHEET (NOT A CITY STAMPED PLAN SHEET) WITH |
| APPROVED SIZING CALCULATIONS- SEC. 1003.3.5 FBC P & SE. |
| 107.2.1 WPB. |
| |
| 2) IST REVIEW- 2) PROVIDE SIZING CALCULATIONS- SECTION |
| 1003.3.5 FBC P. PLEASE NOTE THAT THE SEAT SIZING |
| FORMULA IN FAC RULE 64E6 IS NO LONGER USED FOR SIZING |
| INTERCEPTORS CONNECTED TO THE CITY OF WPB SEWER SYSTEM. |
| HYDROMECHANICAL INTERCEPTORS SHALL BE SIZED FOR THE |
| EXPECTED MAXIMUM FLOW RATE IN GALLONS PER MINUTE |
| THROUGH THE DEVICE. THE CALCULATIONS SHALL BE IN |
| ACCORDANCE WITH ASME A112.14.3, ASME A112.14.4, ASME |
| A112.14.6, CSA B481.3 OR PDI G101, AND SHALL INCLUDE |
| DRAINAGE FROM ALL FIXTURES DISCHARGING FATS, OILS, OR |
| GREASE. |
| |
| 3) THE NEW SITE PLAN INDICATES THE INTERCEPTORS ARE TO |
| BE INSTALLED IN A LOADING AREA. REFER TO PAGE 3 OF |
| SCHIER GREASE INTERCEPTOR SPECIFICATIONS- AN 8-INCH |
| THICK REINFORCED CONCRETE SLAB IS REQUIRED AT FINISH |
| GRADE ABOVE THE INTERCEPTORS. PLEASE PROVIDE DETAILS TO |
| SHOW COMPLIANCE- SEC. 1003.3.5 FBC P. |
| |
| WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| RE-SUBMITTAL FORM. |
| |
| CHRISTOPHER L. COLE |
| MECHANICAL/PLUMBING PLANS EXAMINER |
| 401 CLEMATIS STREET |
| WEST PALM BEACH FL 33401 |
| 561-805-6719 |
| [email protected] |
| |