Plan Review Notes
Plan Review Notes For Permit 21090226
Permit Number 21090226
Review Stop P
Sequence Number 1
Notes
Date Text
2021-10-12 16:55:00CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2020 7TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 21090226 5300 EAST AVE
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1.IT APPEARS THAT THE ROOMS IN QUESTION ARE NOT
 CONSIDERED ACCESSIBLE AS DEFINED BY FLORIDA
 ACCESSIBILITY CODE. HOWEVER, THE DESIGNER?S INTENTION
 SEEMS TO USE THE FLORIDA ACCESSIBILITY CODE AS A
 GUIDELINE FOR THE BENEFIT OF THE RESIDENTS.
 ?1A) PER WPB FBC 107.2.1, PROVIDE SHOWER COMPARTMENT
 DETAIL(S) SHOWING THE FOLLOWING:
 ??1) SHOWER CONTROL VALVE/HAND HELD SHOWER
 LOCATION/ELEVATION
 ??2) GRAB BAR SPECIFICATION, LENGTH, HORIZONTAL
 LOCATIONS AND ELEVATIONS
 ?1B) PER WPB FBC 107.2.1, PROVIDE DETAILS FOR WATER
 CLOSET GRAB BARS TO INCLUDE GRAB BAR SPECIFICATION,
 LENGTH, HORIZONTAL LENGTH AND ELEVATIONS
  
 2. PER WPB FBC 107.2.1, PROVIDE DETAIL FOR ANCHORING OF
 GRAB BARS.
  
  
 3.SHOWER DRAIN, WALL AND FLOOR ARE BEING DEMOLISHED AND
 REPLACED. A SHOWER PAN IS REQUIRED PER FBC PL 421.5.2.
 PER WPB FBC 107.2.1, ADD TO SCOPE IN P-1 KEY NOTES.
  
 4.PER WPB FBC 107.2.1, PROVIDE A SHOWER WALL/DRAIN AND
 THRESHOLD DETAIL SHOWING THE FOLLOWING INFORMATION
 SHOWING COMPLIANCE WITH FBC PL 421
 ?A) FBC PL 421.3 WASTE OUTLETS SERVING SHOWERS SHALL BE
 NOT LESS THAN 1-1/2 INCHES (38 MM) IN DIAMETER AND, FOR
 OTHER THAN WASTE OUTLETS IN BATHTUBS, SHALL HAVE
 REMOVABLE STRAINERS NOT LESS THAN 3 INCHES (76 MM) IN
 DIAMETER WITH STRAINER OPENINGS NOT LESS THAN 1/4 INCH
 (6.4 MM) IN LEAST DIMENSION. WHERE EACH SHOWER SPACE IS
 NOT PROVIDED WITH AN INDIVIDUAL WASTE OUTLET, THE WASTE
 OUTLET SHALL BE LOCATED, AND THE FLOOR PITCHED SO THAT
 WASTE FROM ONE SHOWER DOES NOT FLOW OVER THE FLOOR AREA
 SERVING ANOTHER SHOWER. WASTE OUTLETS SHALL BE FASTENED
 TO THE WASTE PIPE IN AN APPROVED MANNER.
 ?B) FBC PL 421.4.1 BATHTUB FLOORS, SHOWER FLOORS, WALL
 AREAS ABOVE BUILT-IN TUBS THAT HAVE INSTALLED SHOWER
 HEADS AND WALLS IN SHOWER COMPARTMENTS SHALL BE
 CONSTRUCTED OF SMOOTH, CORROSION-RESISTANT AND
 NONABSORBENT WATERPROOF MATERIALS. WALL MATERIALS SHALL
 EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM)
 ABOVE THE ROOM FLOOR LEVEL, AND NOT LESS THAN 70 INCHES
 (1778 MM) ABOVE THE DRAIN OF THE TUB OR SHOWER. SUCH
 WALLS SHALL FORM A WATER-TIGHT JOINT WITH EACH OTHER
 AND WITH EITHER THE TUB OR SHOWER FLOOR.
 .........B2C) FBC PL 421.5 FLOOR SURFACES SHALL BE
 CONSTRUCTED OF IMPERVIOUS, NONCORROSIVE, NONABSORBENT
 AND WATERPROOF MATERIALS.
 .........B2D) FBC PL 421.5.1 FLOORS OR RECEPTORS UNDER
 SHOWER COMPARTMENTS SHALL BE LAID ON, AND SUPPORTED BY,
 A SMOOTH AND STRUCTURALLY SOUND BASE.
 .........B2E) FBC PL 421.5.2 FLOORS UNDER SHOWER
 COMPARTMENTS, EXCEPT WHERE PREFABRICATED RECEPTORS HAVE
 BEEN PROVIDED, SHALL BE LINED AND MADE WATER-TIGHT
 UTILIZING MATERIAL COMPLYING WITH SECTIONS 421.5.2.1
 THROUGH 421.5.2.6 (SEE BELOW). SUCH LINERS SHALL TURN
 UP ON ALL SIDES NOT LESS THAN 2 INCHES (51 MM) ABOVE
 THE FINISHED THRESHOLD LEVEL. LINERS SHALL BE RECESSED
 AND FASTENED TO AN APPROVED BACKING SO AS NOT TO OCCUPY
 THE SPACE REQUIRED FOR WALL COVERING AND SHALL NOT BE
 NAILED OR PERFORATED AT ANY POINT LESS THAN 1 INCH (25
 MM) ABOVE THE FINISHED THRESHOLD. LINERS SHALL BE
 PITCHED ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
 (2-PERCENT SLOPE) AND SHALL BE SLOPED TOWARD THE
 FIXTURE DRAINS AND BE SECURELY FASTENED TO THE WASTE
 OUTLET AT THE SEEPAGE ENTRANCE, MAKING A WATER-TIGHT
 JOINT BETWEEN THE LINER AND THE OUTLET. THE COMPLETED
 LINER SHALL BE TESTED IN ACCORDANCE WITH SECTION 312.9.
 .........B2E1) FBC PL 421.5.2.1 PLASTICIZED POLYVINYL
 CHLORIDE (PVC) SHEETS SHALL MEET THE REQUIREMENTS OF
 ASTM D4551. SHEETS SHALL BE JOINED BY SOLVENT WELDING
 IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS.
 .........B2E2) FBC PL 421.5.2.2 NON-PLASTICIZED
 CHLORINATED POLYETHYLENE SHEET SHALL MEET THE
 REQUIREMENTS OF ASTM D4068. THE LINER SHALL BE JOINED
 IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS.
 .........B2E3) FBC PL 421.5.2.3 SHEET LEAD SHALL WEIGH
 NOT LESS THAN 4 POUNDS PER SQUARE FOOT (19.5 KG/M2) AND
 SHALL BE COATED WITH AN ASPHALT PAINT OR OTHER APPROVED
 COATING. THE LEAD SHEET SHALL BE INSULATED FROM
 CONDUCTING SUBSTANCES OTHER THAN THE CONNECTING DRAIN
 BY 15-POUND (6.80 KG) ASPHALT FELT OR AN EQUIVALENT.
 SHEET LEAD SHALL BE JOINED BY BURNING.
 .........B2E4) FBC PL 421.5.2.4 SHEET COPPER SHALL
 CONFORM TO ASTM B152 AND SHALL WEIGH NOT LESS THAN 12
 OUNCES PER SQUARE FOOT (3.7 KG/M2). THE COPPER SHEET
 SHALL BE INSULATED FROM CONDUCTING SUBSTANCES OTHER
 THAN THE CONNECTING DRAIN BY 15-POUND (6.80 KG) ASPHALT
 FELT OR AN EQUIVALENT. SHEET COPPER SHALL BE JOINED BY
 BRAZING OR SOLDERING.
 .........B2E5) FBC PL 421.5.2.5 SHEET-APPLIED, LOAD
 BEARING, BONDED, WATERPROOF MEMBRANES SHALL MEET
 REQUIREMENTS OF ANSI A118.10 AND SHALL BE APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS.
 .........B2E6) FBC PL 421.5.2.6L LIQUID-TYPE,
 TROWEL-APPLIED, LOAD BEARING, BONDED WATERPROOF
 MATERIALS SHALL MEET THE REQUIREMENTS OF ANSI A118.10
 AND SHALL BE APPLIED IN ACCORDANCE WITH THE
 MANUFACTURER'S INSTRUCTIONS.
  
  
 END OF COMMENTS.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 21090226 5300 EAST AVE
  
  
  


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