| Date |
Text |
| 2007-03-24 14:11:42 | 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 |
| | |
| | |
| | REVISION DENIED |
| | |
| | 1) SHTS L-3, L-4IRRIGATION: NOT INCLUDED WITH THIS |
| | SET OF PLANS. |
| | |
| | 2) CIVIL PLANS, SHTS I, THROUGH 14 SHOW LOCATION OF |
| | STORM DRAIN TIE IN. |
| | |
| | CONTINUE NOTES 3-26-07.DECIDED TO COME IN 3-25-07 TO |
| | COMPLETE REVIEW NOTES. |
| | |
| | 3) SHT H2.01 FLOW DIAGRAM, REFERENCE TO COLD WATER FILL |
| | NO BACK FLOW PREVENTER. |
| | |
| | 4) SHT P0.1, DETAIL EWH-1,2 EXPANSION TANK ON COLD |
| | WATER, "QUESTION IF THIS SHOULD BE ON THE HOT WATER |
| | LINE" |
| | |
| | 5) SHT P0.3(1) WATER RISER : HYDRA-RESTER, SIOUX |
| | CHIEF, PROVIDE MFG TABLE FOR SIZE AND LOCATION AND WERE |
| | REQUIRED. |
| | 604.9 WATER HAMMER. |
| | THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM |
| | SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER |
| | HAMMER. A WATER-HAMMER ARRESTOR SHALL BE INSTALLED |
| | WHERE QUICK-CLOSING VALVES ARE UTILIZED. WATER-HAMMER |
| | ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE |
| | MANUFACTURER?S SPECIFICATIONS. WATER-HAMMER ARRESTORS |
| | SHALL CONFORM TO ASSE 1010. |
| | |
| | 6 A)SHT P0.1 AND PUI.01 PROVIDE CALCULATIONS FOR THE |
| | SIZE OFOIL,SAND INTERCEPTOR. |
| | B)PROVIDE CALCULATIONS FOR THE SIZING OF THE GW |
| | SYSTEM, |
| | C) LOCATIION OF TD'C AND TD'B |
| | |
| | 7) SHT P0.02 CAR WASH: SHOW LOCATION OF THE DRAIN AND |
| | CONNECTION TO OIL SEPERATOR. |
| | 1003.4 OIL SEPARATORS REQUIRED. |
| | AT REPAIR GARAGES, CARWASHING FACILITIES WITH ENGINE OR |
| | UNDERCARRIAGE CLEANING CAPABILITY AND AT FACTORIES |
| | WHERE OILY AND FLAMMABLE LIQUID WASTES ARE PRODUCED, |
| | SEPARATORS SHALL BE INSTALLED INTO WHICH ALL |
| | OIL-BEARING, GREASE-BEARING OR FLAMMABLE WASTES SHALL |
| | BE DISCHARGED BEFORE EMPTYING IN THE BUILDING DRAINAGE |
| | SYSTEM OR OTHER POINT OF DISPOSAL. |
| | 1003.4.1 SEPARATION OF LIQUIDS. |
| | A MIXTURE OF TREATED OR UNTREATED LIGHT AND HEAVY |
| | LIQUIDS WITH VARIOUS SPECIFIC GRAVITIES SHALL BE |
| | SEPARATED IN AN APPROVED RECEPTACLE. |
| | 1003.4.2 OIL SEPARATOR DESIGN. |
| | OIL SEPARATORS SHALL BE DESIGNED IN ACCORDANCE WITH |
| | SECTIONS 1003.4.2.1 AND 1003.4.2.2. |
| | 1003.4.2.1 GENERAL DESIGN REQUIREMENTS. |
| | OIL SEPARATORS SHALL HAVE A DEPTH OF NOT LESS THAN 2 |
| | FEET (610 MM) BELOW THE INVERT OF THE DISCHARGE DRAIN. |
| | THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS |
| | THAN AN 18-INCH (457 MM) WATER SEAL. |
| | |
| | 8) SHT P0.3 DRAIN WASTE & VENT ISOMETRIC, DOES NOT SHOW |
| | THE TIE IN OF THE UGW SYSTEM,TO SANITARY SYSTEM. |
| | |
| | 9) SHT P0.4 LOWER SANITARY WASTE & VENT RISER DIAGRAM: |
| | INDIRECT WASTE CONNECTION FROM AHU, SEE SHT H0.03 |
| | DETAIL (24) |
| | NOT APPROVED TO SANITARY SYSTEM, SEPERATE SYSTEM |
| | REQUIRED.TERMINATE TO STORM, OUT SIDE OF THE |
| | BUILDING. DRY WELL OR PLANTER. |
| | |
| | 10) SHTS P1.05, P1.15, P1.16, P1.17PRIMARY ROOF |
| | DRAINS: PROVIDE THE CALCIULATIONS FOR THS SIZING OF THE |
| | ROOF DRAINAGE SYSTEM, BASED ON THE FOLLOWING CODE |
| | SECTIONS |
| | 1101.7 ROOF DESIGN. |
| | ROOFS SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH |
| | OF WATER THAT WILL POND THEREON AS DETERMINED BY THE |
| | RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS, |
| | SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION |
| | WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING |
| | THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF |
| | DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED. |
| | SEE TA\BLES 1106.2 AND 1106.3 |
| | 1106.4 VERTICAL WALLS. |
| | IN SIZING ROOF DRAINS AND STORM DRAINAGE PIPING, |
| | ONE-HALF OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS |
| | RAINWATER TO THE ROOF SHALL BE ADDED TO THE PROJECTED |
| | ROOF AREA FOR INCLUSION IN CALCULATING THE REQUIRED |
| | SIZE OF VERTICAL CONDUCTORS, LEADERS AND HORIZONTAL |
| | STORM DRAINAGE PIPING. |
| | 1106.5 PARAPET WALL SCUPPER LOCATION. |
| | |
| | 11) SHTS P1.05, P1.15, P1.16, P1.17 SECONDARY DRAINS: |
| | PROVIDE THE CALCIULATIONS FOR THS SIZING OF THE |
| | SECONDARY ROOF DRAINAGE SYSTEM, BASED ON THE FOLLOWING |
| | CODE SECTIONS. |
| | 1106.4 VERTICAL WALLS. |
| | IN SIZING ROOF DRAINS AND STORM DRAINAGE PIPING, |
| | ONE-HALF OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS |
| | RAINWATER TO THE ROOF SHALL BE ADDED TO THE PROJECTED |
| | ROOF AREA FOR INCLUSION IN CALCULATING THE REQUIRED |
| | SIZE OF VERTICAL CONDUCTORS, LEADERS AND HORIZONTAL |
| | STORM DRAINAGE PIPING. |
| | 1106.5 PARAPET WALL SCUPPER LOCATION. |
| | 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. |
| | |
| | END OF COMMENTS, QUESTIONS 561-805-6692 |
