| Date |
Text |
| 2016-06-28 14:15:49 | 1ST REVIEW |
| | |
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| | |
| | GEORGE JOHNSON |
| | PLUMBING PLANS EXAMINER LL |
| | CITY OF WEST PALM BEACH |
| | DEVELOPMENT SERVICES |
| | BUILDING DIVISION |
| | 561-805-6711 |
| | [email protected] |
| | |
| | |
| | PLUMBING COMMENTS: |
| | |
| | 1. IT APPEARS THAT THE FIXTURE COUNT IS TO LOW FOR THE |
| | OCCUPANT LOAD. PLEASE PROVIDE A BREAKDOWN OF FIXTURES |
| | REQUIRED AND FIXTURES PROVIDED. PER FBC PL TABLE 403.1 |
| | |
| | 2. SEPARATE PERMITS REQUIRED FOR ANY NEW BACKFLOW |
| | DEVICES AT METERS. PER WPB UTILITIES |
| | |
| | 3. SHT. P101-104 PLEASE IDENTIFY PIPING AND SIZES. |
| | PERWPB AMEND. TO FBC 107.2.1 |
| | |
| | 4. SHT. P122.7-123.7-122.8-123.8 THE NOTE ON THE GAS |
| | MAIN AND COLD WATER MAIN READS 3IN GAS AND CW THE GAS |
| | MAIN IS SHOWN AS 2IN. IN OTHER AREAS PLEASE CLARIFY. |
| | PER WPB AMEND. TO FBC 107.2.1 |
| | |
| | 5. PLEASE PROVIDE SEPARATE SANITARY AND WATER ISOMETRIC |
| | DRAWINGS FOR THE KITCHEN, COFFEE BAR AND KITCHENETTE RM |
| | 212 PER WPB AMEND. TO FBC 107.3.5.1.3(13) |
| | |
| | 6. PROVIDE ISOMETRIC RISER DIAGRAM FOR ANY NEW STORM |
| | WITH SQFT. THAT IS BEING DRAINED ON EACH PIPE. PER WPB |
| | AMEND. TO FBC 107.3.5.1.3(13) |
| | |
| | 7. SHT. P503 RISER FO RUMENS RM 143 THE URINALS ARE |
| | SHOWN AS WC-1 PLEASE CLARIFY. PER WPB AMEND. TO FBC |
| | 107.2.1 |
| | |
| | 8. SHT. 503 SHOW FAMILY BATHROOM ON RISER DIAGRAM. PER |
| | WPB AMEND. TO FBC 107.2.1 |
| | |
| | 9. PROVIDE SIZING CALCULATIONS FOR GREASE INTERCEPTOR. |
| | PER WPB AMEND. TO FBC 107.2.1 |
| | |
| | 10. SHT. 501 DETAIL 13 PLEASE COMPLY WITH GREASE TRAP |
| | DETAIL |
| | NOTE |
| | 1) INLET INVERT SHALL DISCHARGE A MINIMUM OF 2 ?? ABOVE |
| | THE LIQUID LEVEL LINE AND OUTLET PIPE SHALL HAVE A TEE |
| | WITH A MINIMUM DIAMETER OF 4? TO WITHIN 8? OF THE |
| | BOTTOM OF THE TANK. |
| | 2) MANHOLES SHALL BE PROVIDED OVER THE INLET AND OUTLET |
| | OF EACH INTERCEPTOR AND BE BROUGHT TO GRADE. MINIMUM |
| | SIZE OF MANHOLES SHALL BE 24?. |
| | 3) LID TYPE: |
| | A) REGULAR ? FOUR-INCH THICK REINFORCED CONCRETE OR |
| | APPROVED EQUIVALENT. |
| | B) TRAFFIC BEARING ? SIX-INCH THICK REINFORCED CONCRETE |
| | OR APPROVED EQUIVALENT. |
| | 4) A TWO-WAY CLEANOUT TEE, BROUGHT TO GRADE, SHALL BE |
| | INSTALLED ENTERING AND LEAVING EACH GREASE INTERCEPTOR. |
| | 5) CLEANOUTS INSTALLED IN VEHICULAR TRAFFIC PAVED AREAS |
| | SHALL BE PROTECTED BY USE OF A CLEANOUT BOX WITH METAL |
| | LID. |
| | 6) WALLS SHALL BE A MINIMUM OF 3? THICK AND BOTTOM |
| | SHALL BE A MINIMUM OF 4? THICK REINFORCED CONCRETE. |
| | 7) TANK MUST BE TRAFFIC BEARING. |
| | 8) PROVIDE ENGINEER OF RECORD APPROVED DETAIL/SHOP |
| | DRAWINGS. |
| | 9) SIZE: SIZE OF THE GREASE TRAP SHALL BE BASED UPON |
| | THE ANTICIPATED FLOW RATE, WATER TEMPERATURE AND GREASE |
| | CONCENTRATION. ADEQUATE DETENTION TIME SHALL BE |
| | PROVIDED TO ALLOW THE GREASE TO BE DEPOSITED WITHIN THE |
| | GREASE TRAP BEFORE ENTERING THE CITY WASTEWATER SYSTEM. |
| | MINIMUM CAPACITY SIZE: 750 GALLONS. MAXIMUM CAPACITY |
| | SIZE: 1250 GALLONS. |
| | FOR SIZE APPROVAL, PLEASE CONTACT THE UTILITIES |
| | DEPARTMENT, ENVIRONMENTS COMPLIANCE (HOLLY MCGRATH |
| | LABORATORY) SUPERVISOR: (561) 822-2271 E-MAIL: |
| | [email protected] |
| | 10) ALTERNATE MATERIALS AND DESIGN SHALL BE SUBMITTED |
| | FOR INDIVIDUAL APPROVAL. |
| | |
| | 11. SHT A703 DETAIL 3A SHOW GRAB BARS IN AMBULATORY |
| | TOILET COMPARTMENT.PER FBC ACC. 604.8.2.3 |
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| | DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND |
| | THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON |
| | RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS. |
| | |
| | WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES |
| | AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE |
| | AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW. |
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