Plan Review Notes
Plan Review Notes For Permit 20020232
Permit Number 20020232
Review Stop P
Sequence Number 3
Notes
Date Text
2020-05-08 15:49:593RD REVIEW FBC-2017 PLUMBING
 PERMIT #20020232
 5/8//20
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FBC P- FLORIDA PLUMBING 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.
  
 COMMENTS #4- 9 FROM THE 2ND REVIEW LISTED BELOW WERE
 NOT ADDRESSED AND STILL EXIST. PLEASE COMPLY
  
 4) P1: SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION GUIDELINES FOR THE GAS WATER HEATERS AND
 PROVIDE ENERGY COMPLIANCE DATA FOR THE UNITS IN THE
 ENERGY COMPLIANCE REPORT- SEE SECTION C404.2 FBC EC.
  
 5) A2: PROVIDE A STORM DRAINAGE ISOMETRIC DRAWING
 SHOWING PIPE SIZES, PIPE RUNS, VERTICAL TO HORIZONTAL
 CONNECTIONS, DISCHARGE LOCATIONS, AND LOCATIONS OF
 REQUIRED CLEANOUTS- SECTIONS 1106.2 & 1108.4 FBC P.
  
 6) A1 & A2: PROVIDE A SUBMITTAL FOR THE SPRAY FOAM
 INSULATION THAT WILL BE APPLIED TO THE STORM DRAIN
 LEADERS AND PIPES- SECTION 107.2.1 WPB.
  
 7) A2: MODIFY KEYNOTE #2 TO INDICATE THE SCUPPER
 OPENING SHALL NOT BE LESS THAN 2" ABOVE THE ROOF
 SURFACE- SECTION 1503.4.2.1 DFBC B. PLEASE PROVIDE A
 SCUPPER DETAIL ON THE PLAN.
  
 8) A2: PLACE A NOTE TO INDICATE COMPLIANCE WITH SECTION
 1101.7: ROOFS SHALL BE DESIGNED FOR THE MAXIMUM
 POSSIBLE DEPTH OF WATER THAT WILL POND THEREON AS
 DETERMINED BY THE RELATIVE LEVELS OF ROOF DECK AND
 OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS
 IN COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS.
 IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL
 PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED TO BE
 BLOCKED. THE MAXIMUM POSSIBLE DEPTH OF WATER ON THE
 ROOF SHALL INCLUDE THE HEIGHT OF THE WATER REQUIRED
 ABOVE THE INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO
 ACHIEVE THE REQUIRED FLOW RATE OF THE SECONDARY
 DRAINAGE MEANS TO ACCOMMODATE THE DESIGN RAINFALL RATE
 AS REQUIRED BY SECTION 1106.
  
 9) A0 & A2: PLACE A NOTE TO INDICATE THAT ENGINEERING
 CERTIFICATION OF THE EXFILTRATION TRENCH WILL BE
 PROVIDED AS A CONTINGENCY OF RECEIVING A FINAL CO FOR
 THE BUILDING- SECTION 107.6 & 111.2 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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