Plan Review Notes
Plan Review Notes For Permit 22090680
Permit Number 22090680
Review Stop P
Sequence Number 1
Notes
Date Text
2022-10-17 12:01:351ST REVIEW FBC-2020 PLUMBING
 PERMIT- 22090680
 10/17/22
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EX- FLORIDA EXISTING BUILDING 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 PF1.00: THE PLAN SHOWS A GREASE INTERCEPTOR
 WHICH WILL REQUIRE A SEPARATE PERMIT AND PLAN
 SUBMITTAL- SEC. 107.2.1 WPB. THE SUBMITTED PLUMBING
 PLANS FOR THE BUILDING WILL NOT BE APPROVED UNTIL A
 PERMIT APPLICATION FOR THE INTERCEPTOR HAS BEEN
 SUBMITTED.. YOU CAN SUBMIT AN APPLICATION TBD (TO BE
 DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY
 EMAILING A COMPLETED PERMIT APPLICATION TO
 [email protected]. YOU WILL RECEIVE INSTRUCTIONS
 TO PAY FEES AND UPLOAD PLANS. YOU MAY UPLOAD PLANS AND
 PAY FEES AT A FUTURE DATE, BUT THE APPLICATION IS
 REQUIRED AT THIS TIME. WE RECOMMEND THAT YOU PAY FEES
 AND UPLOAD PLANS AT THE SAME TIME. AFTER YOU HAVE THE
 PERMIT GENERATED, NOTIFY ME VIA EMAIL AND I WILL CHANGE
 THE REVIEW STATUS TO PASS.
  
 2) PF1.00- AS NOTED ABOVE THE INTERECEPTOR SHALL BE
 INSTALLED UNDER A SEPARATE PERMT. A COMPLETE PLAN
 SUBMITTAL WILL BE REQUIRED AT THAT TIME WHICH SHALL
 INCLUDE THE FOLLOWING ITEMS:
 A) MANUFACTURER'S SPECIFICATIONS AND INSTALLATION
 GUIDELINES WITH APPROVAL STAMP BY THE ENGINEER OF
 RECORD- SECS.1003.3.5 OR 1003.3.7 FBC P.
 B) EQUIPMENT SCHEDULE INDICATING THE MAKE AND MODEL AND
 CAPACITY OF THE UNIT.
 C) SIZING CALCULATIONS IN ACCORDANCE WITH ASME
 A112.14.3, ASME A112.14.4, ASME A112.14.6, CSA B481.3,
 OR PDI G101 FOR HYDROMECHANICAL TYPES; OR SEC. 1003.3.7
 FOR GRAVITY TYPES.
 D) DIMENSIONED TANK BURIAL, ANCHORING, AND BACKFILLING
 DETAILS
 E) ENLARGED PIPING DIAGRAM INCLUDING LOCATIONS AND
 SIZES OF INLETS, OUTLETS, CLEANOUTS, FLOW CONTROL
 VENTS, AND SAMPLING PORTS
 F) ACCESS LID DETAILS INDICATING THE LIDS WILL BE HEAVY
 DUTY TRAFFIC RATED AND WILL BE EQUIPPED WITH ACCESS
 RESTRICTORS. HEAVY DUTY LIDS ARE ALSO REQUIRED FOR
 CLEANOUTS, AND SAMPLING PORTS (IF INSTALLED).
  
 3) PF1.00: PROVIDE EQUIPMENT SCHEDULES FOR THE SUMP
 PUMPS AND ENLARGED, TYPICAL PIT AND PLUMBING PIPING
 DETAILS- SEC. 712 FBC P. PLEASE NOTE THE DRAINAGE FROM
 THE PITS SHALL BE DISCHARGED INTO AN OIL INTERCEPTOR
 UNLESS THE PUMPS ARE EQUIPPED WITH AN APPROVED ALARM
 SYSTEM. THE CURRENT PLAN SHALL BE REVISED TO SHOW THE
 LOCATIONS OF THE REQUIRED INDIRECT WASTE RECEPTORS THAT
 WILL RECEIVE THE DRAINAGE FROM THE SUMP PUIMPS.
  
 4) PF100: SUBMIT COMPLETE SANITARY DRAINAGE AND VENT
 RISER DRAWINGS THAT SHOW THE MAIN SOIL, WASTE, AND VENT
 STACKS- SEC. 107.3.5.1.3 WPB. PLEASE INCLUDE DFU
 CALCULATIONS WITH THE DRAWINGS- SEC.710.1 FBC P. PLEASE
 REVISE PF100 TO SHOW LOCATIONS OF VENT STACK
 CONNECTIONS WHERE REQUIRED- SEE SEC. 904.4 FBC P.
  
 5) PF100: SUBMIT STORM DRAINAGE AND CONDENSATE DRAINAGE
 RISER DRAWINGS- SEC. 107.3.5.1.3 WPB. PLEASE INCLUDE
 THE GPM FLOW RATES AT AT THE ROOF DRAIN LOCATIONS, AND
 THE ACCUMULATIVE FLOW THROUGH THE BUILDING TO THE
 GROUND LEVEL MAIN HORIZONTAL STORM DRAIN PIPES- SEC.
 1106.1, TABLES 1106.2 & 1106.3 FBC P.
  
 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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