| Date |
Text |
| 2006-07-29 00:00:00 | PAUL SCHMITZ |
| | [email protected] |
| | FBC 2004 PLUMBING CODE PLAN REVIEW |
| | FBC2004 FUEL GAS CODEPLAN REVIEW |
| | FBC 2004 CH 11, FL ACESSIBILITY CODE |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE |
| | |
| | CHAPT.1, ADMINISTRATION, 2004 EDITION |
| | |
| | |
| | UNSAT |
| | |
| | 1)PLANS SHALL BE ROUTED TO DBPR |
| | BUSINESS AND HOTEL DIVISION FOR |
| | REVIEW. MINIMUM 2 SETS OF PLANS |
| | SHALL BE REVIEWED AND STAMPED |
| | AND THE TWO PAGE ?WORKSHEETS? |
| | ATTACHED TO EACH SET OF PLANS |
| | PRIOR TO RESUBMITTING TO CITY OF WEST |
| | PALM BEACH |
| | FOR REVIEW. PLEASE CONTACT DBPR |
| | AT (850) 487-1395. |
| | |
| | 2)SEE OTHER PLAN REVIEW COMMENTS, THAT |
| | MAY EFFECT PLUMBING PLAN REVIEW. |
| | |
| | 3) SHT P1.1 GREASE TRAPS: REFERENCE TO |
| | DWG P-3 FOR CALCULATION SIZE OF GREASE |
| | TRAPS. NOT INCLUDED IN THIS SET, AND NOT |
| | LISTED IN PLUMBING DRAWING INDEX. |
| | CONTACT W P BEACHWATERPLANT LAB |
| | SUPERVISOR,INDUSTRIAL COORDINATOR. |
| | LYNN MASSON."GREASE TRAP SIZE" |
| | |
| | OFFICE 561-822-2271 |
| | E-MAIL [email protected] |
| | |
| | 4)SHT P3.1 WATER PIPING ISOMETRIC: |
| | SEC 604.9 WATER HAMMER ARRESTORS, SHALL |
| | BE INSTALLED AS CLOSE TO POINT OF USE AS |
| | POSSIBLE. NOT AS AIR CHAMBERS. |
| | |
| | 5) SHT P3.1 WATER SERVICE: SHOW THE |
| | LOCATION OF THE BACK FLOW PREVENTER. |
| | |
| | 6) SHT P3.1 A/C CONDENSATE: TERMINATE AT |
| | LEAST 12" FROM BUILDING IN A PLANTER, |
| | DRY WELL, OR STORM DRAIN. |
| | 6) SHT A3.1 ROOF DRAINAGE:SEC 1101.7 |
| | 1101.2 WHERE REQUIRED. |
| | ALL ROOFS, PAVED AREAS, YARDS, COURTS |
| | AND COURTYARDS SHALL DRAIN INTO A |
| | SEPARATE STORM SEWER SYSTEM. OR TO AN |
| | APPROVED PLACE OF DISPOSAL. SEC.1107 |
| | SECTION 1107 |
| | SECONDARY (EMERGENCY) ROOF DRAINS |
| | 1107.1 SECONDARY DRAINAGE REQUIRED. |
| | SECONDARY (EMERGENCY) ROOF DRAINS OR |
| | SCUPPERS SHALL BE PROVIDED WHERE THE |
| | ROOF PERIMETER CONSTRUCTION EXTENDS |
| | ABOVE THE ROOF IN SUCH A MANNER THAT |
| | WATER WILL BE ENTRAPPED IF THE PRIMARY |
| | DRAINS ALLOW BUILDUP FOR ANY REASON. |
| | 1107.2 SEPARATE SYSTEMS REQUIRED. |
| | SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE |
| | THE END POINT OF DISCHARGE SEPARATE FROM |
| | THE PRIMARY SYSTEM. DISCHARGE SHALL BE |
| | ABOVE GRADE, IN A LOCATION WHICH WOULD |
| | NORMALLY BE OBSERVED BY THE BUILDING |
| | OCCUPANTS OR MAINTENANCE PERSONNEL. |
| | 1107.3 SIZING OF SECONDARY DRAINS. |
| | SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS |
| | SHALL BE SIZED IN ACCORDANCE WITH |
| | SECTION 1106 BASED ON THE RAINFALL RATE |
| | FOR WHICH THE PRIMARY SYSTEM IS SIZED IN |
| | TABLES 1106.2, 1106.3 AND 1106.6. |
| | SCUPPERS SHALL BE SIZED TO PREVENT THE |
| | DEPTH OF PONDING WATER FROM EXCEEDING |
| | THAT FOR WHICH THE ROOF WAS DESIGNED AS |
| | DETERMINED BY SECTION 1101.7. SCUPPERS |
| | SHALL NOT HAVE AN OPENING DIMENSION OF |
| | LESS THAN 4 INCHES (102 MM). THE FLOW |
| | THROUGH THE PRIMARY SYSTEM SHALL NOT BE |
| | CONSIDERED WHEN SIZING THE SECONDARY |
| | ROOF DRAIN SYSTEM |
| | 7) SEPERATE PERMITS FOR DEMOLITION, |
| | PLUMBING, GAS PIPING. |
| | 8) DISCRIPTION OF WORK ON COVER SHT T1.0 |
| | STATES THIS IS HURRICANE DAMAGE REPAIR |
| | WORK. THIS IS A ALTERATION. PLEASE |
| | REVISE SHT. T1.0 TO REFLECT THE SCOPE OF |
| | WORK IN THIS SET OF PLANS. |
| | |
| | END OF COMMENTS,QUESTIONS 561-805-6692 |
