Plan Review Notes
Plan Review Notes For Permit 21110360
Permit Number 21110360
Review Stop P
Sequence Number 1
Notes
Date Text
2021-12-17 16:07:381ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21110360
 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 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 & P3: SHOW THE HWR LINE IN THE WATER ISOMETRIC
 DRAWING- SEC. 607.2 FBC P.
  
 3) P1, P3, & P4: PLEASE CORRECT THESE ERRORS PER SEC.
 107.2.1 WPB: A) P1 NOTE 5 INDICATES MIXING VALVES AT
 THE LAVATORIES HOWEVER P1 DOES NOT SHOW HW TO THE MEN'S
 AND WOMEN'S LAVS. B) THE LAV AND INSTA-HOT DETAIL ON P4
 DOES NOT SHOW A MIXING VALVE. C) A FULL-OPEN TYPE SHUT
 OFF VALVE IS REQUIRED FOR THE SUPPLY TO THE WATER
 HEATER- SEC. 503.1 & 606.1(8) FBC P.
  
 4) P3: SHOW BACKFLOW PREVENTERS WILL BE INSTALLED ON
 THE WATER SUPPLY LINES TO THE ICE MAKERS AND THE
 REFRIGERATOR ICE MAKER- SEC. 608.3 FBC P.
  
 5) P3: SHOW THE SUPPLY LINE TO THE COFFEE MAKER IF A
 HARD PIPE CONNECTION IS REQUIRED AND SHOW THE REQUIRED
 WATER HAMMER ARRESTOR AND BACKFLOW PREVENTER- SECS.
 604.5 7 608.3 FBC P.
  
 6) P4: SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 WATER HEATER TO VERIFY ENERGY EFFICIENCY COMPLIANCE-
 TABLE C404.2 FBC EC.
  
 7) P4: PROVIDE A PAN AND A PAN DRAIN LINE FOR THE WATER
 HEATER- SECTION 504.7 FBC P.
  
 8) P4: PLEASE ADD THE ACCESSIBLE SHOWERS AND SHOWER
 VALVES TO THE PLUMBING FIXTURE SCHEDULE- SECS. 421.1,
 412.2 & 412.3 FBC P.
  
 9) LS-101: PLUMBING FIXTURE CALCULATIONS FOR MIXED
 OCCUPANCIES SHALL BE IN ACCORDANCE WITH SECTION 403.1.1
 FBC P- FRACTIONAL NUMBERS FOR EACH OCCUPANCY SHALL
 FIRST BE SUMMED AND THEN ROUNDED UP TO THE NEXT WHOLE
 NUMBER.
  
 10) A-103- FBC ACCESSIBILITY COMPLIANCES FOR UNISEX
 104, WOMEN'S 106A, & MEN'S 107:
 A) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE WATER CLOSETS- SEC. 604.3.S
 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 CLEAR WIDTH OF THE MEN'S ACCESSIBLE
 COMPARTMENT DOOR- 404.2.3.
 E) SHOW THE HEIGHTS OF THE MIRRORS FROM THE FINISHED
 FLOORS TO THE REFLECTIVE SURFACES- 603.3
 F) SHOW THE MINIMUM LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE WATER CLOSETS- 604.5 & 609.4, 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.
 G) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORIES-
 606.2, AND FIGURES 306.2 & 306.3.
 H) SHOW MAX 48-INCH REACH HEIGHTS FOR PAPER DISPENSERS
 AND CONTROL HANDLES- SEC. 308.
 I) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE SHOWER- SECTION 608.2.1
 J) SHOW THE LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE ACCESSIBLE SHOWER- SECTION 608.3 AND
 608.3.1.
 K) SHOW THE LOCATIONS OF CONTROLS, FAUCETS, AND SHOWER
 SPRAYS IN THE SHOWERS- SECTION 608.5.1.
 L) SHOWER SPRAY UNIT SPECIFICATIONS PER SECTION 608.6.
 M) LOCATIONS OF ACCESSIBLE SHOWER SEATS- SECTIONS
 608.4, 610.3 & 610.3.2.
 N) SHOW THE CLEAR FLOOR SPACE APPROACH DIAGRAMS AND
 DIMENSIONS AT THE SINK, DISHWASHER AND REFRIGERATOR-
 SECTIONS 305, 606.2, 804.6.3 & 804.6.6 FBC ACC. PROVIDE
 AN ELEVATION DETAIL OR NOTE TO VERIFY THE FREEZER
 INSIDE THE REFRIGERATOR HAS A MINIMUM OF 50 PERCENT OF
 FREEZER SPACE 54-INCHES MAXIMUM FROM THE FINISHED
 FLOOR.
 O) DRINKING FOUNTAINS: REFER TO SECTIONS 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- SECTION
 602.2 FBC ACC, AND SHOW HOW THE LOCATIONS OF THE
 FOUNTAINS WILL BE IN COMPLIANCE WITH SECTION 307.2
 PROTRUSION LIMITS.
  
 11) A-103: SHOW THE COFFEE MAKER IN THE ELEVATION
 DETAIL AND VERIFY COMPLIANCE FOR REACH RANGES AND
 OPERABLE CONTROLS TO THE COFFEE MAKER AND MICROWAVE-
 308 & 309 FBC ACC.
  
 12) A-103: SHOW THE DEPTH MEASUREMENT FOR THE STANDARD
 WATER CLOSET COMPARTMENT- SEC. 405.3.1 FBC P.
  
 13) A-103: SHOW THE WALL SURROUND FINISH MATERIAL AT
 THE MOP SINK- SEC. 310.3 FBC P, AND 1210.2.2 FBC B.
  
 14) 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 #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.
  
 15) 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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