Date |
Text |
2012-05-09 13:22:00 | FBC 2007 PLUMBING REVIEW #2 |
| DENIED: |
| |
| NO RESPONSE WAS FOUND FOR REVIEW #1: |
| |
| 1. SHEET A-1.06 (1) - SHOWS AN ALUMINUM DOWNSPOUT |
| CONCEALED IN A CHASE. |
| 1A - SHEET A-4.13 & A-416 SHOW ALUMINUM DOWNSPOUT |
| UNDERGROUND WITH THE ADAPTER U/G ? |
| 1B - IF ALUMINUM LEADER LEAKS DOES CHASE FILL WITH |
| WATER? |
| 1C - P-7.01 SHOWS A DOWNSPOUT BOOT DETAIL THAT IS OK |
| BUT NOT THE SAME AS A-4.13 - A-4.16, AS IT IS EXPOSED |
| OUTSIDE: |
| 1102.2 INSIDE STORM DRAINAGE CONDUCTORS. INSIDE STORM |
| DRAINAGE CONDUCTORS INSTALLED ABOVE GROUND SHALL |
| CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 702.1. |
| |
| 2. A SERARATE RPZ BACKFLOW PREVENTOR OR AIR GAP WILL BE |
| REQUIRED FOR THE IRIGATION CISTERN MAKEUP WATER . |
| |
| 4. THE ELEVATOR PUMP WILL BE REQUIRED TO BE PIPED |
| INDIRECT INTO THE SANITARY DUE TO THE POSSIBILITY OF |
| CONTAMINANTS BEING SENT TO THE GROUND WATER. AN OIL |
| SENSOR/PUMP CONTROL/ALARM SYSTEM MAY BE OF HELP IN |
| KEEPING OIL OUT OF THE SANITARY SEWER. |
| SEC. 90-203. - PROHIBITED DISCHARGES; ILLICIT |
| CONNECTIONS. (A) |
| GENERAL PROHIBITION. EXCEPT AS PROVIDED IN SECTION |
| 90-205, AND EXCEPT PURSUANT TO A VALID NPDES PERMIT, IT |
| SHALL BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR |
| INDIRECTLY DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY |
| OF THE PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER |
| SYSTEM WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT |
| COMPOSED ENTIRELY OF STORMWATER. |
| |
| 5. SHEET P-1.01 - 750 GALLON GREASE TRAP HAS 3" OUTLET |
| PIPEING. OUTLET PIPEING SHALL BE 4" MINIMUM: |
| 1003.5.3 INLET AND OUTLET PIPING. ....THE OUTLET PIPE |
| SHALL START AT 8 INCHES (203 MM) ABOVE THE BOTTOM OF |
| THE INTERCEPTOR AND EXTEND VERTICALLY TO A TEE. THE TEE |
| AND PIPE SHALL BE NO LESS THAN 4 INCHES (102 MM) IN |
| DIAMETER. THE TEE SHALL BE INSTALLED WITH THE RUN IN |
| THE VERTICAL DIRECTION. |
| |
| 6. SHEET P-1.01 (P-5.01) TRENCH AND FLOOR DRAINS HAVE |
| HORIZONTAL DRY VENT UNDER FLOOR: |
| 905.4 VERTICAL RISE OF VENT. EVERY DRY VENT SHALL RISE |
| VERTICALLY TO A MINIMUM OF 6 INCHES (152 MM) ABOVE THE |
| FLOOD LEVEL RIM OF THE HIGHEST TRAP OR TRAPPED FIXTURE |
| BEING VENTED. |
| |
| EXCEPTION: VENTS FOR INTERCEPTORS LOCATED OUTDOORS. |
| ***NOTE*** THE FLOOR DRAINS CAN BE CONSIDERED |
| COMBINATION DRAIN AND VENT, THEREFORE NOT REQUIRING THE |
| DRY VENTS UNDER SLAB. |
| |
| ------------------------------------------------------- |
| ------------------------------------------------------ |
| NOTE |
| 1. ENGINEERING WILL REVIEW WATER STORAGE TANK DUE TO A |
| CONCERN OVER A DEAD END SPACE IN THE TANK. |
| 2. FUEL GAS & LANDSCAPE IRRIGATION ARE NOT PART OF THIS |
| REVIEW. SEPARATE PLANS, APPLICATION, FEES, AND PERMIT |
| REQUIRED |
| |
| REVIEW BY |
| LARRY WAGNER |
| CHIEF PLUMBING INSPECTOR |
| PHONE # 805-6692 |
| EMAIL [email protected] |
| FAX # 805-6676 |
| |