| Date |
Text |
| 2015-03-06 13:14:19 | 1) SHT. A2.2 - ELEVATION DETAILS #4 & 6 - THE GRAB BARS |
| | ARE TO BE MEASUERD TO THE TOP OF THE GRIPPING SURFACE |
| | FROM THE FLOOR, NOT TO THE CENTERLINE AS SHOWN. 2010 |
| | FAC SEC.609.4. |
| | 2) SUBMIT MANUF. SPECIFICATION SHEETS FOR THE ZOELLER |
| | PUMP. WPB AMEND. TO 2010 FBC SEC. 107.2.1. |
| | 3) SHT. P3.1 - THE MOP SINK (P-11) IS NOT SHOWN ON THE |
| | WATER RISER.CLARIFY. |
| | 4) SHT.P3.1 - RISER #1 - SHOWS THE ICE MACHINE AND |
| | COOLER DISCHARGING TO THE GREASY WASTE SYSTEM. WASTES |
| | THAT DO NOT REQUIRE TREATMENT OR SEPARATION SHALL NOT |
| | DISCHARGE INTO ANY INTERCEPTOR OR SEPARATOR PER THE |
| | 2010 FPC SEC.1003.2. |
| | 5) SHT.P4.1 - DETAIL #10 - THE DETAIL FOR THE GREASE |
| | INTERCEPTOR IS NOT FOR A SCHIER TANK. DELETE THIS |
| | SPECIFICATION FROM THE PLANS AND INCLUDE THE SUBMITTED |
| | SPECIFICATION FOR THE SCHIER INTERCEPTOR ON THE PLANS |
| | OR SUBMIT 2 COPIES OF THE SPEC FOR THE SCHIER TANK.ONLY |
| | ONE COPY WAS SUBMITTED. |
| | 6) THE CALCULATIONS FOR THE SIZING OF THE SCHIER |
| | INTERCEPTOR DO NOT APPEAR TO BE IN COMPLIANCE WITH THE |
| | METHOD RECOMMENDED BY SCHIER SCHIER RECOMMENDS THAT THE |
| | DRAINAGE SYSTEM FLOW RATE BE DETERMINED BY THE SIZE OF |
| | THE INTERCEPTOR'S INLET PIPE (STEP #1). |
| | THEN CALCULATE GREASE CAPACITY AFTER SIZING FOR FLOW |
| | RATE. I DO NOT SEE THE FLOW RATE CALCULATIONS ON SHT. |
| | P1.1. THE DAYS FOR PUMP OUT CYCLE IN SCHIER'S CATALOG |
| | IS 30, 60 & 90. THERE IS NO 45 DAY PUMP OUT CYCLE. |
| | CLARIFY. |
| | 7) THE CALCULATIONS FOR THE SIZING OF THE SCIER |
| | INTERCEPTOR SHOULD BE VERIFIED BY A SCHIER |
| | REPRESENTATIVE TO CONFIRM THE SIZING IS CORRECT. YOU |
| | CAN CONTACT THE REPRESENTATIVE AT 1-800-538-4792. |
| | 8) PUMPS CONNECTED TO THE DRAINAGE SYSTEM SHALL BE |
| | CONNECTED IN ACCORDANCE WITH THE 2010 FPC |
| | SEC.712.3.5.PROVIDE A DETAIL AS TO HOW THE PUMP |
| | DISCHARGE LINE IS CONNECTED TO THE SANITARY SYSTEM OR |
| | REFER TO THIS CODE SECTION ON THE PLAN. |
| | 9) THE HYDRO-MECHANICAL INTERCEPTORS FROM SCHIER HAVE |
| | FLOW CONTROLS THAT MUST BE VENTED IN ACCORDANCE WITH |
| | 2010 FPC SEC.1003.3.4.2. EACH INTERCEPTOR SHALL BE |
| | EQUIPPED WITH A VENT FOR THE FLOW CONTROLS. SHOW THE |
| | LOCATION AND SIZE OF THE VENTS ON SHT.P1.1 AND ON THE |
| | SSANITARY RISER ON SHT.P3.1. THE FLOW CONTROL DEVICE |
| | SHALL BE VENTED AND TERMINATE NOT LESS THAN SIX (6) |
| | INCHES ABOVE THE FLOOD RIM LEVEL OR BE INSTALLED IN |
| | ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS PER THE |
| | 2010 FPC SEC;1003.3.4.2. |
| | 10) SUMP VENT SHALL RISE VERTICALLY A MINIMUM OF 6 |
| | INCHES ABOVE THE FLOOD LEVEL RIM OF THE HIGHEST TRAP OR |
| | TRAPPED FIXTURE BEING VENTED PRIOR TO OFFSETTING PER |
| | 2010 FPC SEC.905.4, 905.5. |
| | 11) THE LOCATION OF THE CHECK VALVE AND FULL OPEN VALVE |
| | FOR THE SUMP PUMP SHALL BE LOCATED ABOVE THE SUMP COVER |
| | OR UNDERGROUND OUTSIDE OF THE SUMP PIT AS REQUIRED PER |
| | THE 2010 FPC SEC.712.2, |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
| | |
| | |
