| Date |
Text |
| 2010-07-28 10:16:19 | PLUMBING PLAN REVIEW #1 |
| | DENIED: |
| | |
| | 1. A UNISEX TOILET ROOM WILL BE REQUIRED. |
| | FBC PLUMBING 2007 403.7 UNISEX TOILET AND BATHING |
| | ROOMS. IN ASSEMBLY AND MERCANTILE OCCUPANCIES, AN |
| | ACCESSIBLE UNISEX TOILET ROOM SHALL BE PROVIDED WHERE |
| | AN AGGREGATE OF SIX OR MORE MALE AND FEMALE WATER |
| | CLOSETS IS REQUIRED. |
| | |
| | 2. PLEASE SHOW CALCULATIONS FOR GREASE INTERCEPTOR |
| | CAPACITY FROM TABLE 1003.3.4.1 OR 1003.5.1. BELOW IS AN |
| | EXAMPLE FROM THE PLUMBING CODE |
| | TABLE 1003.5.1 SIZING FORMULAS FOR GREASE INTERCEPTORS |
| | PRIVATE SEWAGE DISPOSAL SYSTEM |
| | SIZING FORMULA FOR RESTAURANTS: |
| | (S) X (GS) X (HR/12 X (LF) = EFFECTIVE CAPACITY OF |
| | GREASE INTERCEPTOR IN GALLONS |
| | WHERE: |
| | S = NUMBER OF SEATS IN DINING AREA |
| | GS = GALLONS OF WASTE WATER PER SEAT (USE 25 GALLONS |
| | FOR RESTAURANTS WITH CHINA DISHES AND/OR AUTOMATIC |
| | DISHWASHER) (USE 10 GALLONS FOR RESTAURANTS WITH PAPER |
| | OR BASKETS AND NO DISHWASHERS) |
| | HR = NUMBER OF HOURS RESTAURANT IS OPEN |
| | LF = LOADING FACTOR (USE 2.00 INTERSTATE HIGHWAY; 1.50 |
| | OTHER FREEWAYS; 1.25 RECREATIONAL AREA; 1.00 MAIN |
| | HIGHWAY; 0.75 OTHER HIGHWAY) |
| | |
| | ******NOTE: FOR OTHER THAN PRIVATE SEWAGE DISPOSAL |
| | SYSTEMS, REDUCE GALLON VALUES BY 25 PERCENT.****** |
| | |
| | 3. COLD WATER DROP IN WOMENS ROOM FOR THE 4 WC'S WOULD |
| | BE 1 1/4" USING TABLE 603.1 |
| | |
| | 4. COLD WATER DROP IN MENS ROOM SHOULD BE 1 1/4" USING |
| | TABLE 603.1, ALSO THE ADA WC AND LAV ARE MISSING FROM |
| | THE ISOMETRIC. |
| | |
| | 5. THE REGULAR WC IN THE MENS ROOM IS NOT VENTED. |
| | |
| | 6. ALL FLOOR DRAINS WILL REQUIRE TRAP PRIMERS EXCEPT |
| | THOSE THAT ARE RECEIVING DRAINAGE FROM FLOOR SINKS. |
| | |
| | REVIEW BY LARRY WAGNER |
| | CHIEF PLUMBING INSPECTOR |
| | (561) 805-6692 |
| | FAX (561) 653-2692 |
| | E-MAIL [email protected] |
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