Date |
Text |
2022-10-17 12:01:35 | 1ST REVIEW FBC-2020 PLUMBING |
| PERMIT- 22090680 |
| 10/17/22 |
| |
| CODES IN EFFECT: |
| FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 |
| FBC ACC- FLORIDA ACCESSIBILITY 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) SHEET PF1.00: THE PLAN SHOWS A GREASE INTERCEPTOR |
| WHICH WILL REQUIRE A SEPARATE PERMIT AND PLAN |
| SUBMITTAL- SEC. 107.2.1 WPB. THE SUBMITTED PLUMBING |
| PLANS FOR THE BUILDING WILL NOT BE APPROVED UNTIL A |
| PERMIT APPLICATION FOR THE INTERCEPTOR HAS BEEN |
| SUBMITTED.. YOU CAN SUBMIT AN APPLICATION TBD (TO BE |
| DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY |
| EMAILING A COMPLETED PERMIT APPLICATION TO |
| [email protected]. YOU WILL RECEIVE INSTRUCTIONS |
| TO PAY FEES AND UPLOAD PLANS. YOU MAY UPLOAD PLANS AND |
| PAY FEES AT A FUTURE DATE, BUT THE APPLICATION IS |
| REQUIRED AT THIS TIME. WE RECOMMEND THAT YOU PAY FEES |
| AND UPLOAD PLANS AT THE SAME TIME. AFTER YOU HAVE THE |
| PERMIT GENERATED, NOTIFY ME VIA EMAIL AND I WILL CHANGE |
| THE REVIEW STATUS TO PASS. |
| |
| 2) PF1.00- AS NOTED ABOVE THE INTERECEPTOR SHALL BE |
| INSTALLED UNDER A SEPARATE PERMT. A COMPLETE PLAN |
| SUBMITTAL WILL BE REQUIRED AT THAT TIME WHICH SHALL |
| INCLUDE THE FOLLOWING ITEMS: |
| A) MANUFACTURER'S SPECIFICATIONS AND INSTALLATION |
| GUIDELINES WITH APPROVAL STAMP BY THE ENGINEER OF |
| RECORD- SECS.1003.3.5 OR 1003.3.7 FBC P. |
| B) EQUIPMENT SCHEDULE INDICATING THE MAKE AND MODEL AND |
| CAPACITY OF THE UNIT. |
| C) SIZING CALCULATIONS IN ACCORDANCE WITH ASME |
| A112.14.3, ASME A112.14.4, ASME A112.14.6, CSA B481.3, |
| OR PDI G101 FOR HYDROMECHANICAL TYPES; OR SEC. 1003.3.7 |
| FOR GRAVITY TYPES. |
| D) DIMENSIONED TANK BURIAL, ANCHORING, AND BACKFILLING |
| DETAILS |
| E) ENLARGED PIPING DIAGRAM INCLUDING LOCATIONS AND |
| SIZES OF INLETS, OUTLETS, CLEANOUTS, FLOW CONTROL |
| VENTS, AND SAMPLING PORTS |
| F) ACCESS LID DETAILS INDICATING THE LIDS WILL BE HEAVY |
| DUTY TRAFFIC RATED AND WILL BE EQUIPPED WITH ACCESS |
| RESTRICTORS. HEAVY DUTY LIDS ARE ALSO REQUIRED FOR |
| CLEANOUTS, AND SAMPLING PORTS (IF INSTALLED). |
| |
| 3) PF1.00: PROVIDE EQUIPMENT SCHEDULES FOR THE SUMP |
| PUMPS AND ENLARGED, TYPICAL PIT AND PLUMBING PIPING |
| DETAILS- SEC. 712 FBC P. PLEASE NOTE THE DRAINAGE FROM |
| THE PITS SHALL BE DISCHARGED INTO AN OIL INTERCEPTOR |
| UNLESS THE PUMPS ARE EQUIPPED WITH AN APPROVED ALARM |
| SYSTEM. THE CURRENT PLAN SHALL BE REVISED TO SHOW THE |
| LOCATIONS OF THE REQUIRED INDIRECT WASTE RECEPTORS THAT |
| WILL RECEIVE THE DRAINAGE FROM THE SUMP PUIMPS. |
| |
| 4) PF100: SUBMIT COMPLETE SANITARY DRAINAGE AND VENT |
| RISER DRAWINGS THAT SHOW THE MAIN SOIL, WASTE, AND VENT |
| STACKS- SEC. 107.3.5.1.3 WPB. PLEASE INCLUDE DFU |
| CALCULATIONS WITH THE DRAWINGS- SEC.710.1 FBC P. PLEASE |
| REVISE PF100 TO SHOW LOCATIONS OF VENT STACK |
| CONNECTIONS WHERE REQUIRED- SEE SEC. 904.4 FBC P. |
| |
| 5) PF100: SUBMIT STORM DRAINAGE AND CONDENSATE DRAINAGE |
| RISER DRAWINGS- SEC. 107.3.5.1.3 WPB. PLEASE INCLUDE |
| THE GPM FLOW RATES AT AT THE ROOF DRAIN LOCATIONS, AND |
| THE ACCUMULATIVE FLOW THROUGH THE BUILDING TO THE |
| GROUND LEVEL MAIN HORIZONTAL STORM DRAIN PIPES- SEC. |
| 1106.1, TABLES 1106.2 & 1106.3 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] |
| |