Date |
Text |
2005-07-30 00:00:00 | PAUL SCHMITZ, PLUMBING & GAS |
| PLANS EXAMINER |
| |
| 561-805-6692 |
| [email protected] |
| PLUMBING PLAN REVIEW FBC 2001 DENIED |
| (1) |
| 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE |
| SLOPED TO DRAIN OVER ROOF EDGES, |
| ROOF DRAINS SHALL BE INSTALLED AT EACH |
| LOW POINT OF THE ROOF.WHERE |
| REQUIRED FOR ROOF DRAINAGE, SCUPPERS |
| SHALL BE PLACED LEVEL WITH THE ROOF |
| SURFACE IN A WALL OR PARAPET.THE |
| SCUPPER SHALL BE LOCATED AS DETERMINED |
| BY THE ROOF SLOPE AND CONTRIBUTING ROOF |
| AREA. |
| (2)?1503.4.2 OVERFLOW DRAINS AND |
| SCUPPERS. WHERE ROOF DRAINS ARE |
| REQUIRED, |
| OVERFLOW DRAINS HAVING THE SAME SIZE |
| AS THE ROOF DRAINS SHALL BE INSTALLED |
| WITH THE INLET FLOW LINE LOCATED 2 |
| INCHES (51 MM) ABOVE THE LOW POINT OF |
| THE ROOF, OR OVERFLOW SCUPPERS SHALL |
| BE A MINIMUM OF 4 INCHES (102 MM) IN |
| HEIGHT AND SHALL BE PLACED IN WALLS OR |
| PARAPETS WITH THE INLET FLOW LINE |
| NOT LESS THAN 2 INCHES (51 MM) ABOVE |
| THE ROOF SURFACE, EXCLUDING SUMPS, OR |
| MORE THAN 4 INCHES (102 MM) ABOVE THE |
| ROOF SURFACE AND SHALL BE LOCATED AS |
| CLOSE AS PRACTICAL TO REQUIRED |
| VERTICAL LEADERS OR DOWNSPOUTS OR WALL |
| ANDPARAPET SCUPPERS.OVERFLOW DRAINS |
| AND SCUPPERS SHALL ALSO COMPLY WITH THE |
| FLORIDA BUILDING CODE, PLUMBING. |
| (3)?1503.4.3 SIZING AND DISCHARGE. |
| ROOF DRAINS, GUTTERS, SCUPPERS AND |
| LEADERS SHALL BE SIZED AND DISCHARGED |
| IN ACCORDANCE WITH THE FLORIDA |
| BUILDING CODE, PLUMBING SEC 1106. |
| (4)SHT A-2 FLOOR PLAN, DOES NOT MATCH |
| SHT MEP-4, PLUMBING FIXTURE LOCATION. |
| (5) SHT MEP-4 BACK TO BACK H/C REST RMS. |
| DOORS NOT PERMITTED TO SWING IN TO CLEAR |
| FLOOR SPACE, SEE FIG 30E FBC 2001 CH-11 |
| (5)SHT MEP-4, BREAK ROOM SINK: |
| SINKS REQUIRED TO BE ACCESSIBLE |
| SEC 11-4.24.2HEIGHT 34" FF |
| SEC 11-4.24.5 CLEAR FLOOR SPACE: |
| 30" BY 48" |
| SEC 11-24.24.4 SINK DEPTH: 6 1/2" MAX |
| SEC 11-24.24.7 FAUCETS: LEVER TYPE. |
| (6) BACK FLOW PREVENTERS REQUIRED, |
| LOCAL ORDINANCE # 2853-95 |
| END OF COMMENTS. |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |
| |