| Plan Review Notes For Permit 16110067 |
| Permit Number |
16110067 |
|
| Review Stop |
P |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2017-02-08 06:42:39 | 1) SHT. P3.1 - THE PLAN SHOWS A CONCRETE VAULT TYPE | | | GREASE INTERCEPTOR AND ALSO AN ALL STEEL WATTS ( | | | HYDROMECHANICAL ?) GREASE INTERCEPTOR.WHICH TANK IS | | | BEING USED? AT THIS POINT I HAVE NO IDEA AS TO HOW THE | | | SIZE OF THE WATTS INTERCEPTOR WAS DETERMINED, HOW THE | | | FLOW RATE WAS DETERMINED, THE GREASE CAPACITY, | | | ETC.SUBMIT SIZING CALCULATIONS FOR THE WATTS | | | INTERCEPTOR. 2014 FBC-PLUMBING SEC.1003.2, 1003.3.4, | | | 1003.3.4.1. | | | 2) THE CONCRETE INTERCEPTOR SHALL COMPLY WITH THE | | | DESIGN REQUIREMENTS OF FL. ADMIN. CODE RULE 64E-6.013 | | | (7) (A). THE INLET INVERT SHALL DISCHARGE A MINIMUM 2 | | | 1/2 INCHES ABOVE THE LIQUID LEVEL LINE AND THE OUTLET | | | PIPE SHALL HAVE A TEE WITH A MINIMUM DIAMETER OF 4 | | | INCHES THAT EXTENDS TO WITHIN 8 INCHES OF THE BOTTOM OF | | | THE TANK. | | | 3) THE MINIMUM CAPACITY OF A CONCRETE VAULT TYPE GREASE | | | INTERCEPTOR SHALL BE 750 GALLONS. F.A.C. RULE 64E-6.013 | | | (7) (D). | | | 4) A SAMPLING PORT IS REQUIRED ON THE DISCHARGE SIDE OF | | | THE GREASE INTERCEPTOR. | | | 5) A LAUNDRY INTERCEPTOR IS REQUIRED FOR THE LAUNDRY | | | AREA PERR 2014 FBC-PLUMBING SEC. 1003.6. THIS ITEM WAS | | | OVERLOOKED DURING THE PREVIOUS REVIEWS. | | | | | | TIM LARGE | | | CHIEF PLUMBING INSPECTOR | | | PLUMBING PLAN REVIEW | | | 561-805-6692 | | | [email protected] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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