| Date |
Text |
| 2021-12-21 10:45:12 | 1ST REVIEW FBC-2020 PLUMBING |
| | PERMIT- 21110363 |
| | 12/21/21 |
| | |
| | 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 P1: REFERENCES ARE MADE TO CIVIL DRAWING WHICH |
| | HAVE NOT BEEN PROVIDED. PLEASE SUBMIT THE DRAWINGS |
| | 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 P. PLEASE NOTE INSTALLATION OF THE |
| | SEPTIC TANK SHALL BE COMPLIANCE WITH FAC RULE 64E-6 AND |
| | A PERMIT MUST BE OBTAINED FROM THE PB COUNTY DEPARTMENT |
| | OF HEALTH. OTHER REQUIRED SEPARATE PERMITS ARE: |
| | A) POTABLE WATER SERVICE BACKFLOW PREVENTER. |
| | B) IRRIGATION. |
| | C) IRRIGATION SERVICE BACKFLOW PREVENTER. |
| | 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 DEVICE |
| | 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. |
| | |
| | 2) P1: SHOW THE WATER SUPPLY CONNECTION TO THE ICE |
| | MAKER AND LOCATIONS OF THE WATER HAMMER ARRESTOR AND |
| | BACKFLOW PREVENTER- SECS. 604.9 & 608.3 FBC P. |
| | |
| | 3) P1: PLEASE INCLUDE THE FLOOR SINK, FLOOR DRAIN, AND |
| | ICE MAKER IN THE FIXTURE SCHEDULE- SECS. 413 & 414 FBC |
| | P. |
| | |
| | 4) P1: PROVIDE TRAP SEAL PROTECTION FOR THE EMERGENCY |
| | FLOOR DRAINS- SEC. 1002.4.1 FBC P. |
| | |
| | 5) CS-1 & P1: REFER TO TABLE 403.1 FBC P AND PROVIDE |
| | PLUMBING FIXTURE CALCULATIONS FOR THE NEW RESTROOM |
| | BUILDING. PROVIDE A SCHEDULE INDICATING THE REQUIRED |
| | AND PROVIDED NUMBER OF FIXTURES. REFER TO SEC. 211.2 |
| | FBC ACC- NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE |
| | PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 |
| | THROUGH 602.6 (WHEELCHAIR ACCESSIBLE) AND ONE DRINKING |
| | FOUNTAIN SHALL COMPLY WITH 602.7 (STANDING PERSONS) FBC |
| | ACC. |
| | |
| | 6) A1 & P1: PLEASE LABEL THE TOILET ROOMS AS EITHER |
| | MALE OR FEMALE- SEC. 403.2 FBC P AND INDICATE WHICH |
| | GROUPS OF PEOPLE WILL BE USING THE FACILITIES- THE |
| | PUBLIC, EMPLOYEES, BOTH GROUPS?- SEC. 403.3. |
| | |
| | 7) A1: ADDITIONAL DETAILS REQUIRED IN ACCORDANCE WITH |
| | THE FBC- 2020 ACCESSIBILITY CODE. |
| | A) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS |
| | FOR THE WATER CLOSETS- SEC. 604.3. |
| | B) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS |
| | FOR THE LAVATORIES- 606.2. |
| | C) SHOW THE TURNING SPACE DIAMETERS- 304.3. |
| | D) SHOW THE HEIGHTS OF THE MIRRORS FROM THE FINISHED |
| | FLOORS TO THE REFLECTIVE SURFACES- 603.3 |
| | E) SHOW THE MINIMUM LENGTHS, AND MOUNTING HEIGHTS OF |
| | GRAB BARS FOR THE WATER CLOSETS- 604.5 & 609.4, AS |
| | DEPICTED IN FIGURES 604.5.1 & 604.5.2. THE CURRENT |
| | DETAILS DO NOT SHOW THE MINIMUM 54-INCH SIDE BAR |
| | EXTENSION FROM THE REAR WALL, AND THE MOUNTING HEIGHTS |
| | TO THE TOPS OF THE GRAB BAR GRIPPING SURFACES. |
| | F) SHOW MAX 48-INCH REACH HEIGHTS FOR PAPER DISPENSERS |
| | AND CONTROL HANDLES- SEC. 308. |
| | G) DRINKING FOUNTAINS: REFER TO SECS. 306, 307, AND 602 |
| | FBC ACC AND PROVIDE DRINKING FOUNTAIN INSTALLATION |
| | DETAILS AND ELEVATION VIEWS SHOWING KNEE AND TOE |
| | CLEARANCES, SPOUT HEIGHTS, AND SPOUT LOCATIONS. SHOW |
| | THE REQUIRED 30 X 48 IN. CLEAR FLOOR SPACE FOR A |
| | FORWARD WHEELCHAIR APPROACH TO THE FOUNTAIN- SEC. 602.2 |
| | FBC ACC AND SHOW HOW THE LOCATIONS OF THE FOUNTAINS |
| | WILL BE IN COMPLIANCE WITH SECTION 307.2 PROTRUSION |
| | LIMITS. |
| | |
| | 8) A1: SHOW THE CLEAR FLOOR SPACE APPROACH DIAGRAM FOR |
| | THE ICE MACHINE AND REACH RANGE TO THE CONTROLS. VERIFY |
| | OPERABLE CONTROL COMPLIANCE. VERIFY COMPLIANCE FOR |
| | REACH RANGE AND OPERABLE CONTROL- SECS. 904.5.1, 308 & |
| | 309 FBC ACC. |
| | |
| | 9) A2: ROOF DRAINAGE: |
| | A) REFER TO SEC. 1106.1 FBC P 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 |
| | GUTTER AND DOWNSPOUT SIZES. |
| | 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 #1 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. |
| | |
| | 10) 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. |
| | |
| | 10A) 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. |
| | |
| | 11) 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] |
| | |
