Plan Review Notes
Plan Review Notes For Permit 08040517
Permit Number 08040517
Review Stop P
Sequence Number 1
Notes
Date Text
2008-04-29 12:55:37DENIED
 REFERENCE: FBC-2004 PLUMBING W/2007 AMENDMENTS
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
 CITY WPB MUNICIPAL CODE
  
 1. PLANS SUBMITTED FOR PLAN REVIEW ONLY AT THIS TIME.
  
 2. ALL SHEETS. THE SIGNATURES ON THE SEAL ARE NOT
 ORIGINAL "WET" SEALS, BUT STAMPED OR PHOTO COPIED.
 ORIGINAL SIGNATURES ARE REQUIRED PER FAC 61G15-002(2),
 61G1-16.004(5) & FS 471.025, 481.221.
  
 3. SHT A6.0 DETAIL #5 INDICATES THE BOTTOM OF MIRROR AT
 1'8" ABOVE THE FLOOR. WITH THE CLEARANCES OF THE LAV
 REQUIRED TO BE 29" AND THE RIM OF THE LAV TO BE A
 MINIMUM OF 34" PLEASE EXPLAIN HOW THE MIRROR CAN BE
 THAT LOW. SECTION 11-4.19.2. PER SECTION 11-4.19.6 THE
 BOTTOM OF THE MIRROR SHALL BE MAX 40". PLEASE CLARIFY.
  
 4. SHT A6.0 DETAIL #5 THE GRAB BARS AT THE WATER CLOSET
 ARE SHOWN AT 1'4". THE GRAB BARS SHALL BE 33" - 36" PER
 SECTION 11-4.16..4 & FIG. 11-28.
  
 5. SHT A6.0 DETAIL #5 THE LAV IS INDICATED AS 9" OFF
 THE WALL TO THE CENTERLINE OF THE FIXTURE. THE LAV
 SHALL BE MINIMUM 15" OFF THE WALL TO BE CENTERED ON THE
 30" DIMENSION OF THE CLEAR FLOOR SPACE REQUIRED BY
 SECTION 11-4.19.3.
  
 6. SHT A6.0 DETAIL #9 INDICATES THE W/C TO BE 9" OFF
 THE WALL TO THE CENTERLINE OF THE FIXTURE. THE W/C
 SHALL BE 1'6" OFF THE WALL TO THE C/L PER FIG. 11-28.
  
 7. SHT A6.0 DETAIL #9 THE GRAB BARS FOR THE W/C IS
 INDICATED TO BE 1'4" ABOVE THE FLOOR. THE GRAB BARS
 SHALL BE 33" - 36" PER SECTION 11-4.16..4 & FIG.
 11-28.
  
 8. SHT A6.0 DETAIL #9 THE W/C HEIGHT IS INDICATED AS
 9". THE HEIGHT SHALL BE INDICATED AS BETWEEN 17" & 19"
 PER SECTION 11-4.16.3.
  
 9. SHT A6.0 DETAIL #10 HEIGHT OF THE LAV IS INDICATED
 AS 1'5". THE CLEARANCE REQUIRED IS 29". SECTION
 11-4.19.2. PLEASE CLARIFY.
  
 10. SHT A6.0 DETAIL #16 THE GRAB BARS FOR THE W/C IS
 INDICATED TO BE 1'4" ABOVE THE FLOOR. THE GRAB BARS
 SHALL BE 33" - 36" PER SECTION 11-4.16..4 & FIG.
 11-28.
  
 11. SHT A6.0 DETAIL #17 INDICATES THE W/C TO BE 9" OFF
 THE WALL TO THE CENTERLINE OF THE FIXTURE. THE W/C
 SHALL BE 1'6" OFF THE WALL TO THE C/L PER FIG. 11-28.
  
 12. SHT A6.0 DETAIL #17 INDICATES THE BOTTOM OF MIRROR
 AT 1'8" ABOVE THE FLOOR. WITH THE CLEARANCES OF THE LAV
 REQUIRED TO BE 29" AND THE RIM OF THE LAV TO BE A
 MINIMUM OF 34" PLEASE EXPLAIN HOW THE MIRROR CAN BE
 THAT LOW. SECTION 11-4.19.2. PER SECTION 11-4.19.6 THE
 BOTTOM OF THE MIRROR SHALL BE MAX 40". PLEASE CLARIFY.
  
 13. SHT A6.0 DETAIL #17 THE GRAB BARS FOR THE W/C IS
 INDICATED TO BE 1'4" ABOVE THE FLOOR. THE GRAB BARS
 SHALL BE 33" - 36" PER SECTION 11-4.16..4 & FIG.
 11-28.
  
 14. SHT A6.0 DETAIL #18 THE LAV IS INDICATED AS 1'5" TO
 THE RIM. THE CLEARANCE REQUIRED IS 29". SECTION
 11-4.19.2. PLEASE CLARIFY.
  
 15. SHT P1.0 MISC PLUMBING FIXTURES. THE WATER
 FILTRATION SYSTEM SHALL MEET THE REQUIREMENTS OF NSF-42
 OR NSF-58 PER SECTIONS 611.1 OR 611.2. PLEASE SUBMIT
 MANUF. SPECIFICATION SHEETS SHOWING COMPLIANCE.
  
 16. SHT P1.0 BUILDING CODE NOTES SHALL INCLUDE 2007
 AMENDMENTS. ALSO THE CODE NOTES SHALL STATE CITY OF
 WEST PALM BEACH, NOT CITY OF CAPE CORAL. SECTION
 106.3.5.
  
 17. SHT P2.0 SUPPLY PIPING DIAGRAM SHALL BE SUBMITTED
 IN AN ISOMETRIC FORM TO REFLECT THE FLOOR PLAN AMD
 ACTUAL PIPING INSTALLATION. SECTIONS 106.1.3 &
 106.3.5.1.3. SHOW THE WATER HAMMER ARRESTORS REQUIRED
 BY SECTION 604.9 AT THE DISH WASHER AND AT THE ICE
 MAKER. WATER HAMMER ARRESTORS SHALL BE LOCATED NEAR THE
 FIXTURES IN AN "EFFECTIVE RANGE" NOT IN THE CEILING.
 PDI-WH 201.
  
 18. SHT P2.0 PLUMBING SCHEDULE. ITEMS P017, P026, P036,
 P068 & P080 SHOW NO WATER SUPPLY. PLEASE CLARIFY.
 SECTION 601.1 & TABLE 604.5.
  
 19. SHT P2.0 PLUMBING SCHEDULE. INTEM P358 OUTDOOR
 SPIGOT INDICATES 3/8" INLET. TABLE 604.5 INDICATES
 MINIMUM SIZE WATER SUPPLY IS 1/2". ALSO 3/4" SUPPLY
 LINE IS SHOWN TO THE SPIGOT/HOSE BIBB. PLEASE CLARIFY.
  
  
 20. SHT P2.0 PLUMBING SCHEDULE. ITEM P360 FAUCET SHOWS
 NO WATER SUPPLY. PLEASE CLARIFY. SECTIONS 106.1.1 &
 106.1.
  
 21. SHT P2.0 PLUMBING SCHEDULE. ITEM P035 INDICATES 3
 FLOOR DRAINS AND REFERS TO SHT P3.0 WHICH ONLY
 INDICATES 2 FLOOR DRAINS ON THE FLOOR PLAN AND PLUMBING
 SCHEDULE. PLEASE CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 22. SHT P2.0 PLUMBING SCHEDULE. ITEM P367 INDICATES QTY
 1 BUT 2 ARE SHOWN ON THE FLOOR PLAN. PLEASE CORRELATE.
 SECTION 106.1.1.
  
 23. SHT P2.0 NOTE #20 INDICATES A WATER SUB METER. THE
 SUB METER WAS NOT FOUND ON THE FLOOR PLAN. PLEASE
 CORRELATE/CLARIFY. SECTION 106.1.1.
  
 24. SHT P2.0 NOTES #21, #29 & #31 WERE NOT FOUND ON THE
 FLOOR PLAN. PLEASE CORRELATE/CLARIFY. SECTION 106.1.1.
  
 25. SHT P3.0 SUBMIT THE SANITARY RISER DIAGRAM IN
 ISOMETRIC FORM THAT REFLECT THE FLOOR PLAN AND ACTUAL
 PIPING INSTALLATION. SECTIONS 106.1.3 & 106.3.5.1.3.
  
 26. SHT P3.0 THE DISHWASHER SHALL CONNECT TO THE
 SANITARY SYSTEM, NOT THE GREASE SYSTEM PER ATRICLE III
 SECTION 90-124(7)(B). PLEASE SHOW ON FLOOR P[LAN AND
 ISOMETRIC RISER DIAGRAM.
  
 27. SHT P3.0 NOTE #4 INDICATES INDIRECT WASTE RECEPTOR,
 BUT THE PLUMBING SCHEDULE INDICATES 2" DIRECT WASTE
 CONNECTION. PLEASE CORRELATE/CLARIFY. PER SECTIONS
 802.1 & 802.1.1 UNLESS THERE IS FOOD HANDLING/STORAGE
 IN THE 3 COMPARTMENT SINK, A DIRECT CONNECTION IS
 APPROVED.
  
 28. SHT P3.0 NOTE #15 CONDENSATE SHALL DRAIN OUT OF THE
 BUILDING SEPARATELY AND CONNECT TO A DRYWELL, CATCH
 BASIN, STORM LINE OR DRAIN TO A PLANTED AREA. IF
 CONNECTING TO A STORM LINE, A RELIEF VENT, (GOOSENECK),
 IS REQUIRED AS THE CONDENSATE EXITS THE BUILDING.
 ARTICLE III SECTION 90-125(5).
  
 29. SHT P4.0 DETAIL #7 INDICATES 1" MINIMUM AIR GAP. 3"
 AIR GAP REQUIRED PER SECTION 802.2.1.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE, IDENTIFYING
 THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]


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