Plan Review Notes
Plan Review Notes For Permit 20020004
Permit Number 20020004
Review Stop P
Sequence Number 2
Notes
Date Text
2020-04-21 12:30:122ND REVIEW FBC-2017 PLUMBING
 PERMIT #20020004
 4/21/20
  
 CODES IN EFFECT:
  
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH EDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 PLEASE NOTE THAT THERE ARE NO SITE OR CIVIL PLANS
 INCLUDED IN THE PLAN SET TO INDICATE LOCATIONS OF
 UTILITY ENTRANCES AND MAIN SANITARY AND STORM DRAINAGE
 CONNECTIONS TO THE CITY SERVICES.
  
 1) PLEASE CHOOSE A PLAN SHEET RELATIVE TO THE PLUMBING
 PORTION OF THE PROPOSED PROJECT AND PROVIDE A DETAILED
 SCOPE OF WORK OUTLINE INDICATING THE LIMITATION OF
 PLUMBING WORK TO BE PERFORMED UNDER THIS FOUNDATION
 ONLY PERMIT. THIS CAN ALSO BE PROVIDED AS A DOCUMENT-
 SECTION 107.2.1 WPB. INDICATE WHICH SHEETS ARE TO BE
 INCLUDED THE SCOPE AND MARK ALL OTHERS AS "FOR
 REFERENCE ONLY".
  
 2) SHEETS CD-01, A1.01. A1.01A: THE OCCUPANT LOAD
 CALCULATIONS ON THE PLANS FOR THE BUSINESS AREAS DO NOT
 INCLUDE THE SEATING CALCULATIONS FOR THE COFFEE BAR-
 SEE MAIN PERMIT PLANS UNDER #20011267. THIS AREA IS
 CALCULATED AT 15 NET PERSONS PER SQ. FT.- TABLE
 1004.1.2 FBC B. PLEASE CORRECT THE CALCULATIONS-
 SECTION 107.2.1 WPB.
  
 3) SHEETS CD-01, A1.01, A1.0A, P1.00A: REFER TO TABLE
 403.3 FBC P AND PROVIDE A SCHEDULE ON THE PLAN SHOWING
 THE MINIMUM REQUIRED PLUMBING FIXTURES REQUIRED AND THE
 FIXTURES PROVIDED. CHOOSE ANY RELEVANT SHEET TO PROVIDE
 THE SCHEDULE. PLEASE NOTE THAT SEPARATE TOILET
 FACILITIES FOR MALE AND FEMALE USE ARE REQUIRED IN
 BUSINESS OCCUPANCIES, AND A DRINKING FOUNTAIN AND A
 SERVICE SINK. REVISE THE DRAWINGS TO SHOW THE LOCATIONS
 OF THE REQUIRED FIXTURES AND PLUMBING PIPING
 REQUIREMENTS- SECTION 107.2.1 WPB.
  
 4) SHEET CD-03: THE PLUMBING FIXTURES REQUIRED IN THE
 BUSINESS AREA ARE DESIGNATED FOR PUBLIC USE AND SHALL
 BE INSTALLED IN COMPLIANCE WITH THE FLORIDA
 ACCESSIBILITY CODE SIXTH EDITION 2017- PLEASE CORRECT
 THE REFERENCE TO THE 2010 ADA. ALSO CORRECT THE
 REFERENCE TO FHA TO INCLUDE "PUBLIC AND COMMON USE
 FACILITIES". A) PLEASE REPLACE ALL TYPICAL FIGURES
 SHOWN ON THE PLAN FOR PUBLIC USE WITH THE TYPICAL
 FIGURES SHOWN IN THE FBC ACC. B) PROVIDE TYPICAL
 FIGURES RELEVANT TO FAIR HOUSING COMPLIANCE FROM THE
 FAIR HOUSING ACT DESIGN MANUAL.
  
 5) PROVIDE PROJECT SPECIFIC ENLARGED AND DIMENSIONED
 DRAWINGS FOR THE PUBLIC AND COMMON USE TOILET ROOMS ON
 THE 1ST FLOOR THAT INDICATE ALL ACCESSIBLE FIXTURE AND
 ACCESSORY INSTALLATION AND CLEARANCE REQUIREMENTS IN
 ACCORDANCE WITH CHAPTER 6 OF THE FBC ACC. PLEASE
 INCLUDE DIMENSIONED ELEVATION VIEWS AND DIAGRAMS
 SHOWING COMPLIANCE. PLEASE NOTE THAT COMPLETE
 ACCESSIBILITY DETAILS FOR THE 1ST FLOOR INCLUDING THE
 COFFEE BAR MAY BE DEFERRED AT THIS TIME, HOWEVER IT IS
 NOT CLEAR AS THE EXTENT OF WORK TO BE COVERED UNDER
 THIS FOUNDATION PERMIT- SEE COMMENT #1 ABOVE.
  
 6) P1.00A & P100B: INDICATE PIPE MATERIALS FOR THE
 SANITARY SEWER, DWV, GREASE WASTE LINE, AND WATER
 SERVICE- TABLES 605.3, 702.1, 702.2, 702.3 FBC P.
 PROVIDE A SUBMITTAL PACKAGE FOR ALL MATERIALS
 SPECIFIED- SECTION 107.2.1 WPB.
  
 7) P1.00A: INDICATE HOW THE MAIN 6" WATER LINE WILL BE
 PROTECTED FROM CORROSION AND STRESS AND STRAIN-
 SECTIONS 305.1, 305.1.1 AND 305.2 FBC P. PROVIDE
 SLEEVING DETAILS WHERE REQUIRED.
  
 8) P1.00A & B: PROVIDE MANHOLE INSTALLATION DETAILS AND
 SHOW THEIR LOCATIONS ON THE MAIN 1ST FLOOR PLAN (SHEET
 A1.01). INDICATE THEY WILL BE EQUIPPED WITH GAS-TIGHT
 COVERS- SECTION 708.1.7 FBC P.
  
 9) P1.00B GREASE INTERCEPTORS: REFER TO SECTION 8.3.1
 PDI G101 AND INDICATE IN THE NOTE THE 1/4" PER FT.
 SLOPES OF THE GREASE WASTE PIPES. PLEASE NOTE THAT IN
 ACCORDANCE WITH THIS SECTION, THE INTERCEPTOR MUST BE
 SIZED AT A MINIMUM FLOW RATE OF 75 GPM @ 2 MINUTES
 DRAIN TIME. A) SHOW THE LOCATIONS OF STUB UPS FOR THE
 INTERCEPTOR VENTS, SAMPLE PORTS, CLEANOUTS, AND AIR
 INTAKES- SECTION 107.2.1. B) SUBMIT MANUFACTURER'S
 SPECIFICATIONS FOR THE SELECTED INTERCEPTORS- SEE
 SECTION 1003.3.4 FBC P FOR ACCEPTABLE APPROVAL
 STANDARDS. C) PROVIDE AN ENLARGED INSTALLATION DETAIL
 ON THE PLANS. PLEASE NOTE THAT THE INTERCEPTORS SHALL
 BE INSTALLED PER MANUFACTURER'S GUIDELINES AND SHALL BE
 APPROVED FOR INSTALLATION BY THE CITY OF WEST PALM
 BEACH UTILITIES DEPARTMENT. PLEASE CONTACT CHIEF
 PLUMBING INSPECTOR TIMOTHY LARGE FOR MORE INFORMATION.
  
 10) P1.00 A & B, & P6.01: INDICATE HOW THE WATER
 SERVICE LINE AND BOOSTER PUMP WERE SIZED. PROVIDE
 CALCULATIONS- SECTION 604.1 FBC P.
  
 11) P1.00 A & B, & P6.02: PROVIDE DRAINAGE AND SEWER
 SYSTEM SIZING CALCULATIONS- TABLE 710.1(1) FBC P.
  
 12) P1.00 A & B: PROVIDE STORM DRAINAGE CALCULATIONS IN
 ACCORDANCE WITH SECTION 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 PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 CCOLE
  
  


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