| Date |
Text |
| 2021-12-21 09:33:32 | 1ST REVIEW FBC-2020 PLUMBING |
| | PERMIT- 21110362 |
| | 12/17/21 |
| | |
| | CODES IN EFFECT: |
| | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 |
| | FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020 |
| | FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION |
| | 2020 |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC |
| | |
| | PLAN REVIEW RESULTS: DENIED. |
| | |
| | 1) SHEET P2 NOTES 1 & 2: REFERENCE IS MADE TO SHEET P1. |
| | PLEASE SUBMIT THE SHEET- SEC. 107.2.1 WPB. |
| | |
| | 2) P2 & P3: BASED ON THE DRAWING AN OIL/SAND SEPARATOR |
| | IS REQUIRED TO RECEIVE THE DRAINAGE FROM THE WASH PAD. |
| | REFER TO SECS. 1003.4- 1003.5 FBC P. PLEASE REVISE THE |
| | PLANS AND PROVIDE: |
| | A) SEPARATOR LOCATION. |
| | B) PLUMBING PIPING PLANS AND ISOMETRIC DRAWING. |
| | C) SEPARATOR EQUIPMENT SCHEDULE AND SUBMIT |
| | MANUFACTURER'S SPECIFICATIONS APPROVED AND STAMPED BY |
| | THE ENGINEER OF RECORD. |
| | D) SEPARATOR SIZING CALCULATIONS. |
| | |
| | 3) A1.01, P2 & P3: REFER TO SECS. 803.1 & 803.2 FBC P |
| | AND PROVIDE AN APPROVED CHEMICAL DILUTION OR |
| | NEUTRALIZING DEVICE AND SYSTEM FOR THE MIX/LOAD. REFER |
| | TO COMMENT #10 FOR FURTHER INFORMATION. |
| | |
| | 4) P2 & P3: PLEASE SUBMIT CIVIL PLANS INCLUDING |
| | WATER/SEWER AND DRAINAGE PLANS. THE WATER/SEWER SHALL |
| | SHOW LOCATIONS OF WATER MAIN, POINT OF WATER SERVICE |
| | CONNECTION, METER AND BACKFLOW LOCATION, SEWER/BUILDING |
| | DRAIN POINT OF CONNECTION, AND LOCATION OF THE SEPTIC |
| | TANK. THE DRAINAGE PLANS SHALL SHOW STORM DRAIN LATERAL |
| | AND BUILDING STORM DRAIN POINTS OF CONNECTION, AND/OR |
| | LOCATIONS OF ROOF DRAINAGE AREAS, AND CATCH BASINS- |
| | SECS. 107.2.1, 110.9 WPB AND SEC. 1101.2 FBC PLEASE |
| | NOTE SEPARATE PERMITS ARE REQUIRED FOR: |
| | A) POTABLE WATER SERVICE BACKFLOW PREVENTER IRRIGATION, |
| | IRRIGATION SERVICE BACKFLOW PREVENTER. |
| | B) OIL INTERCEPTOR/SEPARATOR |
| | C) IRRIGATION |
| | D) IRRIGATION SERVICE BACKFLOW PREVENTER. |
| | E) FUEL TANKS |
| | |
| | 6) BACKFLOW PREVENTION: IN ACCORDANCE WITH THE WEST |
| | PALM BEACH UTILITIES CROSS CONNECTION MANUAL AN RPZ |
| | BACKFLOW ASSEMBLY (REDUCED PRESSURE ZONE) SHALL BE |
| | INSTALLED ON THE POTABLE WATER SERVICE LINE. AS NOTED |
| | IN COMMENT #1 ABOVE, THE LOCATION OF THE RPZ SHALL BE |
| | SHOWN ON THE CIVIL PLANS AND MANUFACTURER'S |
| | SPECIFICATIONS SHALL BE SUBMITTED FOR REVIEW. |
| | PLEASE NOTE THAT FL. LICENSED PLUMBING CONTRACTORS |
| | SHALL OBTAIN SEPARATE PERMITS FOR INSTALLATION OF THE |
| | BACKFLOW PREVENTERS IN ACCORDANCE WITH SECTION 105.1 |
| | WPB AND SEC. 90-33 WPB CODE OF ORDINANCES. THE DEVICES |
| | SHALL BE TESTED AND CERTIFIED BY THE WPB UTILITIES |
| | DEPARTMENT PRIOR TO FINAL INSPECTION BY THE BUILDING |
| | DEPARTMENT. PLEASE CONTACT THE WPB UTILITIES CENTRAL |
| | OPERATIONS DEPT.AT 561-822-2210 FOR FURTHER |
| | INFORMATION. |
| | |
| | 7) A1.01, P2, P3: PROVIDE THE USE AND OCCUPANCY |
| | CLASSIFICATION OF THE BUILDING, OCCUPANT LOAD, AND |
| | PLUMBING FIXTURE CALCULATIONS IN COMPLIANCE WITH TABLE |
| | 403.1 FBC P. |
| | |
| | 8) P2 & P3: SHOW THE LOCATIONS OF THE POTABLE WATER |
| | BACKFLOW PREVENTER AND OIL SEPARATOR ON THE PLANS- SEC. |
| | 107.2.1 WPB. |
| | |
| | 9) P2 & P3: PROVIDE A SANITARY DRAIN AND VENT LAYOUT |
| | PLAN AND ISOMETRIC DRAWING- SECS 107.2.1 & 107.3.5.1.3 |
| | WPB. |
| | |
| | 10) A1.01, P2 & P3: REFER TO SECS. 803.1 & 803.2 FBC P |
| | AND PROVIDE AN APPROVED CHEMICAL DILUTION OR |
| | NEUTRALIZING DEVICE FOR THE CHEMICAL WASTE IN THE |
| | MIX/LOAD ROOM. PLEASE EXPLAIN THE PROCESSES THAT WILL |
| | OCCUR IN THE ROOM AND PROVIDE AN ENLARGED CHEMICAL |
| | DRAIN AND VENT PIPING SCHEMATIC OR ISOMETRIC DRAWING |
| | THAT INCLUDES THE DRAINAGE CONNECTION FROM THE SYSTEM |
| | TO AN APPROVED PLACE OF DISPOSAL- SEC. 803.2 FBC P & |
| | SEC. 107.2.1 WPB. |
| | A) REVISE SHEETS P2 & P3 TO SHOW THE CHEMICAL SYSTEM |
| | DRAINAGE SYSTEM PIPING LAYOUT- 107.3.5.1.3 WPB. |
| | B) REVISE SHEETS P2 & P3 TO SHOW THE POTABLE WATER |
| | PIPING CONNECTIONS TO ALL FIXTURES IN THE MIX/LOAD ROOM |
| | INCLUDING THE EMERGENCY EYEWASH STATION, CHEMICAL SINK, |
| | AND CLOSED LOOP WASH SYSTEM. SHOW THE LOCATIONS OF |
| | REQUIRED WATER HAMMER ARRESTORS AND BACKFLOW PREVENTERS |
| | AND INCLUDE BACKFLOW SPECIFICATIONS AND LISTINGS- SECS. |
| | 604.5, 608.3 & TABLE 608.3 FBC P. |
| | C) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL PIPING, |
| | FIXTURES AND EQUIPMENT IN THE MIX/LOAD AND FUELING |
| | STATION ROOMS- SECS. 303.2, 303.3, & 303.4 FBC P, AND |
| | SEC. 107.2.1 WPB. |
| | D) PLEASE NOTE THAT THE EYEWASH STATION SHALL CONFORM |
| | TO ISEA Z358.1, AND IF HOT AND COLD WATER ARE SUPPLIED |
| | TO THE STATION, THE TEMPERATURE OF THE WATER SUPPLY |
| | SHALL ONLY BE CONTROLLED BY A TEMPERATURE ACTUATED |
| | MIXING VALVE COMPLYING WITH ASSE 1071- SEE SECS. 411.1- |
| | 411.3 FBC P. |
| | |
| | 11) P214) A-401 ROOF DRAINAGE: |
| | A) INDICATE THE RAINFALL RATE USED AS THE BASIS OF THE |
| | CALCULATIONS- SEC. 1106.1 AND PROVIDE ROOF DRAINAGE |
| | CALCULATIONS BASED ON THE RATE- SECS. 1106.1- 1106.4 |
| | FBC P. |
| | B) PLEASE SEE TABLES 1106.3 & 1106.6 FBC P AND PROVIDE |
| | THE GPM CAPACITIES OF THE GUTTERS AND DOWNSPOUTS IN |
| | ORDER TO VERIFY SIZES ARE CODE COMPLIANT. |
| | C) SHOW THE DOWNSPOUT DISCHARGE LOCATIONS. CLARIFY IF |
| | THE DOWNSPOUTS WILL CONNECT TO AN UNDERGROUND STORM |
| | DRAIN SYSTEM OR BE DISCHARGED TO GRADE. REFER TO |
| | COMMENT #3 AND PROVIDE CIVIL DRAWINGS SHOWING STORM |
| | DRAINAGE POINTS OF CONNECTIONS (IF APPLICABLE), OR |
| | REFER TO SEC. 1503.7 FBC B AND INDICATE THE DOWNSPOUTS |
| | WILL DISCHARGE AT LEAST 1 FOOT AWAY FROM THE BUILDING |
| | SIDE WALL TO APPROVED LOCATIONS OF DISPOSAL- SEC. |
| | 1101.2 FBC P. |
| | |
| | 12) FLOOD HAZARD: FOR STRUCTURES LOCATED IN FLOOD |
| | HAZARD AREAS, THE FOLLOWING SYSTEMS AND EQUIPMENT SHALL |
| | BE LOCATED AND INSTALLED AS REQUIRED BY SECTION 1612 OF |
| | THE FLORIDA BUILDING CODE, BUILDING, AND ASCE 24-14. |
| | |
| | 1. WATER SERVICE PIPES. |
| | 2. PUMP SEALS IN INDIVIDUAL WATER SUPPLY SYSTEMS WHERE |
| | THE PUMP IS LOCATED BELOW THE DESIGN FLOOD ELEVATION. |
| | 3.COVERS ON POTABLE WATER WELLS SHALL BE SEALED, EXCEPT |
| | WHERE THE TOP OF THE CASING WELL OR PIPE SLEEVE IS |
| | ELEVATED TO NOT LESS THAN 1 FOOT (305 MM) ABOVE THE |
| | DESIGN FLOOD ELEVATION. |
| | 4.SANITARY DRAINAGE PIPING. |
| | 5.STORM DRAINAGE PIPING. |
| | 6.MANHOLE COVERS SHALL BE SEALED, EXCEPT WHERE ELEVATED |
| | TO OR ABOVE THE DESIGN FLOOD ELEVATION. |
| | 7.OTHER PLUMBING FIXTURES, FAUCETS, FIXTURE FITTINGS, |
| | PIPING SYSTEMS AND EQUIPMENT. |
| | 8.WATER HEATERS. |
| | 9.VENTS AND VENT SYSTEMS. |
| | |
| | EXCEPTION: THE SYSTEMS LISTED IN THIS SECTION ARE |
| | PERMITTED TO BE LOCATED BELOW THE ELEVATION REQUIRED BY |
| | SECTION 1612 OF THE FLORIDA BUILDING CODE, BUILDING FOR |
| | UTILITIES AND ATTENDANT EQUIPMENT, PROVIDED THAT THE |
| | SYSTEMS ARE DESIGNED AND INSTALLED TO PREVENT WATER |
| | FROM ENTERING OR ACCUMULATING WITHIN THEIR COMPONENTS |
| | AND THE SYSTEMS ARE CONSTRUCTED TO RESIST HYDROSTATIC |
| | AND HYDRODYNAMIC LOADS AND STRESSES, INCLUDING THE |
| | EFFECTS OF BUOYANCY, DURING THE OCCURRENCE OF FLOODING |
| | UP TO SUCH ELEVATION. |
| | |
| | 15A) PLEASE REVIEW ASCE 24-14 SEC. 7.3 PLUMBING SYSTEMS |
| | RELATING TO SYSTEMS IN FLOOD HAZARDS ZONES: |
| | SECTION 7.3.1: THE PLUMBING PIPES SHALL BE BURIED TO A |
| | DEPTH SUFFICIENT TO PREVENT MOVEMENT, SEPARATION, OR |
| | LOSS DUE TO FLOODING AND EROSION UNDER DESIGN FLOOD |
| | CONDITIONS. |
| | 7.3.2: THE PLUMBING PIPING EMERGING FROM UNDERGROUND |
| | SHALL BE DESIGNED, CONSTRUCTED, ANCHORED, AND PROTECTED |
| | TO WITHSTAND FLOOD-RELATED LOADS, INCLUDING THE EFFECTS |
| | OF BUOYANCY, HYDRODYNAMIC FORCES, AND DEBRIS IMPACT. |
| | 7.3.3: THE PLUMBING SYSTEM AND COMPONENTS SHALL BE |
| | ELEVATED AT A MINIMUM OF 2 FT. ABOVE THE BFE + 2 FT. OR |
| | THE DFE WHICHEVER IS HIGHER PER TABLE 7-1. OPENINGS |
| | BELOW THE REQUIRED ELEVATION SHALL BE PROTECTED WITH |
| | AUTOMATIC BACKWATER VALVES OR OTHER AUTOMATIC BACKFLOW |
| | DEVICES. DEVICES SHALL BE INSTALLED IN EACH LINE THAT |
| | EXTENDS BELOW THE DFE TO PREVENT RELEASE OF SEWAGE INTO |
| | FLOODWATERS AND TO PREVENT INFILTRATION BY FLOODWATERS |
| | INTO THE PLUMBING. |
| | 7.3.4: SANITARY SYSTEM STORAGE TANKS SHALL BE DESIGNED, |
| | CONSTRUCTED, INSTALLED, AND ANCHORED TO RESIST AT LEAST |
| | 1.5 TIMES THE POTENTIAL BUOYANT AND OTHER FLOOD FORCES |
| | ACTING ON AN EMPTY TANK DURING DESIGN FLOOD CONDITIONS. |
| | TANKS AND PIPING SHALL BE INSTALLED TO RESIST LOCAL |
| | SCOUR AND EROSION. |
| | |
| | 16) MANUFACTURER'S SPECIFICATIONS AND INSTALLATION |
| | MANUALS FOR ALL FIXTURES, APPLIANCES, EQUIPMENT, AND |
| | DEVICES SHALL BE REVIEWED AND APPROVED BY THE |
| | RESPONSIBLE DESIGN PROFESSIONAL IN CHARGE AND SUBMITTED |
| | FOR REVIEW. IF THE SUBMITTALS ARE TO BE DEFERRED PLEASE |
| | PROVIDE A LIST ON THE PLANS- SEC. 107.3.4.1 WPB |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | CHRISTOPHER L. COLE |
| | MECHANICAL/PLUMBING PLANS EXAMINER |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH FL 33401 |
| | 561-805-6719 |
| | [email protected] |
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