Plan Review Notes
Plan Review Notes For Permit 14061217
Permit Number 14061217
Review Stop P
Sequence Number 1
Notes
Date Text
2014-07-24 12:33:50PLUMBING PLAN REVIEW
 PERMIT: 14061217
 ADD: 335 CLEMATIS ST
 CONT: TBD
 TEL: (561)856-6655/ NEYITA
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: SUN. JULY 27/ 2014
 ACTION: DENIED
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 NOTICE TO THE DESIGNER OF RECORD:
 CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES THAT A
 LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR TIMES THE
 FEE TO THE DESIGNER FOR PLAN REVIEW, IF PLANS ARE
 REJECTED THREE OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1A) NEITHER SHEET A0.01 BLDG & ZONING CALCS., SHEET
 A1.00 LIFE SAFETY NOR P101 PROVIDE OCCUPANCY LOADS
 (TOTAL) NOR DOES SHEET P101 PROVIDE THE MINIMUM
 PLUMBING FIXTURES REQUIRED PER 2010 FBC-PLUMBING
 NEITHER SHEET A0.01 BLDG & ZONING CALCS., SHEET A1.00
 LIFE SAFETY NOR P101 PROVIDE OCCUPANCY LOADS NOR DOES
 SHEET P101 PROVIDE THE MINIMUM PLUMBING FIXTURES
 REQUIRED PER 2010 FBC-PLUMBING SECTION 403 AND TABLE
 403.1 FOR THEFOR THE COMMON AREAS ON THE 1ST FLOOR AND
 2ND FLOOR (MEZZANINE).
  
 1B) SHEET P104 THE 3RD FLOOR RESTUARANT AND FLEX AREAS
 PROVIDE A TABLE/ CHART IN COMPLIANCE WITH THE 2010
 FBC-P SECTION 403 AND TABLE 403.1.
  
 1C) SHEET P107 THE ROOF DECK/ POOL DECK DOES NOT
 PROVIDE A TABLE/ CHART IN COMPLIANCE WITH THE 2010
 FBC-P SECTION 403 AND TABLE 403.1.
  
 2) SHEET P101:
  
 2A) SHEET P101 INDICATES THE USE OF A 2 LB. NATURAL GAS
 SYSTEM. THE PLANS SHOW THE NATURAL GAS SYSTEM INTRERING
 THE BUILDING WITHIN THE FPL VAULT. PLEASE CHECK WITH
 FPL, I DO NOT BELIEVE THEY WANT ANY OTHER UTILITES
 SHARING THEIR VAULT SPACE EXSPECIALLY A 2LB NATURAL GAS
 SYSTEM.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, 101.3 THE PURPOSE OF THIS CODE IS TO
 ESTABLISH THE MINIMUM REQUIREMENTS TO SAFEGUARD THE
 PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH
 STRUCTURAL STRENGTH, MEANS OF EGRESS FACILITIES,
 STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION,
 ENERGY CONSERVATION, AND SAFETY TO LIFE AND PROPERTY
 FROM FIRE AND OTHER HAZARDS ATTRIBUTED TO THE BUILT
 ENVIRONMENT AND TO PROVIDE SAFETY TO FIRE FIGHTERS,
 CODE OFFICIALS, AND EMERGENCY RESPONDERS DURING
 EMERGENCY OPERATIONS.
  
 2B) SHEET P101 INDICATES THE USE OF A 2 LB. NATURAL GAS
 SYSTEM. THE REST OF THE FUEL GAS COMMENTS WILL BE UNDER
 A SEPERATE GAS REVIEW.
  
 3) SHEET P101 INDICATES THE USE OF (2) NEW SCHIER 250
 GREASE INTERCEPTORS, NOTE # 1 INDICATES SEE DETAILS
 FOUND ON SHEET P400. THERE IS NO SHEET P400 IN ALL (3)
 SETS OF PLANS. THERE IS NO SHEET P400 LISTED IN THE
 INDEX EITHER. PLEAS PROVIDE THE SIZING CALCULATIONS
 USED FOR THIS INSTALATION PER 2010 FBC-P 1003.2
 APPROVAL. THE SIZE, TYPE AND LOCATION OF EACH
 INTERCEPTOR AND OF EACH SEPARATOR SHALL BE APPROVED BY
 THE PLUMBING OFFICIAL. THE INTERCEPTOR OR SEPARATOR
 SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER?S INSTRUCTIONS AND THE REQUIREMENTS OF
 THIS SECTION. WASTES THAT DO NOT REQUIRE TREATMENT OR
 SEPARATION SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR
 OR SEPARATOR.
  
 WITHOUT THE FUTURE RESTUARANT LAYOUT, EQUIPMENT, TYPE
 OF FOODS, LOW, MEDIUM OR HIGH GREASE CONTENT HOW CAN
 THE COMMERCIAL KITCHEN AND GREASY WASTE BE SIZED?
  
 1003.3.4 GREASE INTERCEPTORS AND AUTOMATIC GREASE
 REMOVAL DEVICES.
 GREASE INTERCEPTORS AND AUTOMATIC GREASE REMOVAL
 DEVICES SHALL BE SIZED IN ACCORDANCE WITH PDI G101,
 ASME A112.14.3 APPENDIX A, OR ASME A112.14.4. GREASE
 INTERCEPTORS AND AUTOMATIC GREASE REMOVAL DEVICES SHALL
 BE DESIGNED AND TESTED IN ACCORDANCE WITH PDI G101,
 ASME A112.14.3 OR ASME A112.14.4. GREASE INTERCEPTORS
 AND AUTOMATIC GREASE REMOVAL DEVICES SHALL BE INSTALLED
 IN ACCORDANCE WITH THE MANUFACTURER?S INSTRUCTIONS.
  
 4) SHEET P101 NOTE # 4 INDICATES WITHIN THE ELEVATOR
 SHAFT THE USE OF SUMP PUMPS AND INDIRECT WASTE. PLEASE
 PROVIDE THE TYPE OF ELEVATORS TO BE INSTALLED. IF
 HYDROLIC ELEVATORS THEN EITHER A OIL SEPARATOR OR AN
 APPROVED ALARM SYSTEM IS INSTALLED. SEE 2010 FBC_P
 1003.4.
  
 5) SHEET P101 FIRE PUMP ROOM THE FLOOR DRAIN IS MISSING
 THE TRAP PRIMER. 2010 FBC-P 1002.4.
  
 6) SHEET P101 THE A/C CONDENSATE PIPING IS NOT SIZED
 NOR TYPE OF MATERIAL, PLEASE SIZE TO THE 2010 FBC-P
 314.2 & TABLE 314.2, THIS COMMENT IS COMMON TO ALL
 FLOORS.
  
 7) SHEET P101 A/C CONDENSATE LEADS FROM THE BUILDING TO
 THE DRIVE AND CATCH BASIN, NOT ALSO THERE ARE (2) 6"
 STORM PIPES (RAIN/ STORM) PIPES LEADING FROM UNDER THE
 BUILDING. THE MATERIAL THESE PIPES ARE MADE FROM IS NOT
 IDENTIFIED, IDENTIFY MATERIAL AND THICKNESS AND OR
 SCHUDULE.
  
 1102.4 BUILDING STORM SEWER PIPE. BUILDING STORM SEWER
 PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN
 TABLE 1102.4.
  
 1102.5 SUBSOIL DRAIN PIPE. SUBSOIL DRAINS SHALL BE
 OPEN-JOINTED, HORIZONTALLY SPLIT OR PERFORATED PIPE
 CONFORMING TO ONE OF THE STANDARDS LISTED IN TABLE
 1102.5.
  
 8) SHEETS P102- P108 ARE INCOMPLETE THERE ARE NO NOTES
 ON ANY OF THESE SHEETS.
  
 9A) ) THERE ARE NO PLUMBING SANITARY RISER ISOMETRIC
 PLANS SUBMITTED. 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1.3 PLUMBING 13. PLUMBING RISER.
  
 9B) THIS BUILDING IS CONSIDERED 12 STORIES TALL. PLEASE
 PROVIDE COMPLIANCE WITH 2010 FBC-P:
 914.1 WHERE REQUIRED.
 SOIL AND WASTE STACKS IN BUILDINGS HAVING MORE THAN 10
 BRANCH INTERVALS SHALL BE PROVIDED WITH A RELIEF VENT
 AT EACH TENTH INTERVAL INSTALLED, BEGINNING WITH THE
 TOP FLOOR.
  
 914.2 SIZE AND CONNECTION.
 THE SIZE OF THE RELIEF VENT SHALL BE EQUAL TO THE SIZE
 OF THE VENT STACK TO WHICH IT CONNECTS. THE LOWER END
 OF EACH RELIEF VENT SHALL CONNECT TO THE SOIL OR WASTE
 STACK THROUGH A WYE BELOW THE HORIZONTAL BRANCH SERVING
 THE FLOOR, AND THE UPPER END SHALL CONNECT TO THE VENT
 STACK THROUGH A WYE NOT LESS THAN 3 FEET (914 MM) ABOVE
 THE FLOOR.
  
 SECTION 915
 VENTS FOR STACK OFFSETS
  
 915.1 VENT FOR HORIZONTAL OFFSET OF DRAINAGE STACK.
 HORIZONTAL OFFSETS OF DRAINAGE STACKS SHALL BE VENTED
 WHERE FIVE OR MORE BRANCH INTERVALS ARE LOCATED ABOVE
 THE OFFSET. THE OFFSET SHALL BE VENTED BY VENTING THE
 UPPER SECTION OF THE DRAINAGE STACK AND THE LOWER
 SECTION OF THE DRAINAGE STACK.
  
 10A) THERE IS NO PLUMBING STORM/ ROOF DRAINAGE RISER
 ISOMETRIC DIAGRAM SUBMITTED. 107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS 107.3.5.1.3 PLUMBING 13.
 PLUMBING RISER.
  
 10B) THIS BUILDING IS OVER 12 STORIES TALL. PROVIDE
 COMPLIANCE WITH 2010 FBC-P:
  
 914.1 WHERE REQUIRED.
 SOIL AND WASTE STACKS IN BUILDINGS HAVING MORE THAN 10
 BRANCH INTERVALS SHALL BE PROVIDED WITH A RELIEF VENT
 AT EACH TENTH INTERVAL INSTALLED, BEGINNING WITH THE
 TOP FLOOR.
  
 914.2 SIZE AND CONNECTION.
 THE SIZE OF THE RELIEF VENT SHALL BE EQUAL TO THE SIZE
 OF THE VENT STACK TO WHICH IT CONNECTS. THE LOWER END
 OF EACH RELIEF VENT SHALL CONNECT TO THE SOIL OR WASTE
 STACK THROUGH A WYE BELOW THE HORIZONTAL BRANCH SERVING
 THE FLOOR, AND THE UPPER END SHALL CONNECT TO THE VENT
 STACK THROUGH A WYE NOT LESS THAN 3 FEET (914 MM) ABOVE
 THE FLOOR.
  
 SECTION 915
 VENTS FOR STACK OFFSETS
  
 915.1 VENT FOR HORIZONTAL OFFSET OF DRAINAGE STACK.
 HORIZONTAL OFFSETS OF DRAINAGE STACKS SHALL BE VENTED
 WHERE FIVE OR MORE BRANCH INTERVALS ARE LOCATED ABOVE
 THE OFFSET. THE OFFSET SHALL BE VENTED BY VENTING THE
 UPPER SECTION OF THE DRAINAGE STACK AND THE LOWER
 SECTION OF THE DRAINAGE STACK.
  
 11) MISSING: ROOF & DECK DRAINAGE PLANS.
 11A) A203/ P104 A- SHEET 3RD FLOOR TERRACE/ RETUARANT
 NOTE# (20) PROVIDE 4 INCH CONTINIOUS DECK DRAIN, NO
 OVER FLOW PLUMBING SHEET NO NOTES
 11B) A2.11/ P107 A-SHEET POOL DECK NOTE# (20) PROVIDE 4
 INCH CONTINIOUS DECK DRAIN, NO OVER FLOW, PLUMBING
 SHEET NO NOTES.
 11C) A2.12/ P1.108 A-SHEET UPPER ROOF DRAINAGE NOTE 15
 REFFERS TO PLUMBING SHEETS, PLUMBING SHEETS NO NOTES.
  
 THE ROOF AND DECK DRAINAGE ARE TO BE SIZED, BASED ON
 THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE
 1106.1 OR ON OTHER RAINFALL RATES DETERMINED FROM
 APPROVED LOCAL WEATHER DATA. 2010 FBC-P 1106.1 FOR THE
 CITY OF WEST PALM BEACH THIS IS 4.5 INCHES. 100-YEAR,
 1-HOUR RAINFALL (INCHES).
  
 11B) PLEASE PROVIDE CALCULATIONS FOR SIZING OF THE ROOF
 DRAINS, & DECK DRAINS FOR THE FLAT AREAS SERVED PLUS
 THE VERTICAL WALL AREA AS REQUIRED BY
 1106.4. IF THERE ARE CONTRIBUTING SLOPED ROOFS THAT ADD
 TO THE DRAIN BEING SERVED PROVIDE THE SQ FOOTAGE OF
 THAT AREA AS WELL.
  
 11C) 1106.2 VERTICAL CONDUCTORS AND LEADERS. VERTICAL
 CONDUCTORS AND LEADERS SHALL BE SIZED FOR THE MAXIMUM
 PROJECTED ROOF AREA, IN ACCORDANCE WITH TABLES
 1106.2(1) AND 1106.2(2).
  
 11D) 1106.3 BUILDING STORM DRAINS AND SEWERS.
 THE SIZE OF THE BUILDING STORM DRAIN, BUILDING STORM
 SEWER AND THEIR HORIZONTAL BRANCHES HAVING A SLOPE OF
 ONE-HALF UNIT OR LESS VERTICAL IN 12 UNITS HORIZONTAL
 (4-PERCENT SLOPE) SHALL BE BASED ON THE MAXIMUM
 PROJECTED ROOF AREA IN ACCORDANCE WITH TABLE 1106.3.
 THE MINIMUM SLOPE OF HORIZONTAL BRANCHES SHALL BE
 ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
 (1-PERCENT SLOPE) UNLESS OTHERWISE APPROVED.
  
 11E) 1110.4 MINIMUM NUMBER OF ROOF DRAINS.
 NOT LESS THAN TWO ROOF DRAINS SHALL BE INSTALLED IN
 ROOF AREAS 10,000 SQUARE FEET (929 M2) OR LESS AND NOT
 LESS THAN FOUR ROOF DRAINS SHALL BE INSTALLED IN ROOFS
 OVER 10,000 SQUARE FEET (929 M2) IN AREA.
  
 12) FOR BOTH THE 3RD FLOOR TERRACE (P104) AND POOL DECK
 (P107) NEITHER OF THSE PLANS INDICATE HOW COMPLIANCE
 WITH :
 2010 FBC-PLUMBING SECTION 1107/ SECONDARY (EMERGENCY)
 ROOF DRAINS
  
 12A)1107.1 SECONDARY DRAINAGE REQUIRED.
 SECONDARY (EMERGENCY) ROOF DRAINS OR SCUPPERS SHALL BE
 PROVIDED WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS
 ABOVE THE ROOF IN SUCH A MANNER THAT WATER WILL BE
 ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY
 REASON.
  
 12B)1107.2 SEPARATE SYSTEMS REQUIRED.
 SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT
 OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.
 DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION THAT
 WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR
 MAINTENANCE PERSONNEL.
  
 12C)1107.3 SIZING OF SECONDARY DRAINS.
 SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED
 IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL
 RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES
 1106.2(1), 1106.2(2), 1106.3 AND 1106.6. SCUPPERS SHALL
 BE SIZED TO PREVENT THE DEPTH OF PONDING WATER FROM
 EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGNED AS
 DETERMINED BY SECTION 1101.7 . SCUPPERS SHALL NOT HAVE
 AN OPENING DIMENSION OF LESS THAN 4 INCHES (102 MM).
 THE FLOW THROUGH THE PRIMARY SYSTEM SHALL NOT BE
 CONSIDERED WHEN SIZING THE SECONDARY ROOF DRAIN SYSTEM.
  
 12D) NOTE SHEET A212 DOES PROVIDE OVER FLOW SCUPPERS
 AND SIZED PROPERLY FOR A 5 INCH /PER HOUR RAINFALL. THE
 PLANS DO NEED TO MAKE A CORRECTION. THE PLANS INDICATE
 A 5 FOOT RAIN FALL/ HOUR. 107.2.1.3 TYPO
  
 13) WITHIN THE POOL DECK THERE WILL PLANTERS THAT WILL
 REQUIRE ADDITIONAL DRAINAGE, NO DETAILS WERE SUBMITTED
 WITHIN THIS REVIEW. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIED.
  
 14) NOTE TO DATE THERE HAS BEEN NO IRRIGATION DRAWINGS
 BEING SUBMITTED. IRRIGATION DOES REQUIRE A SEPARATE
 PERMIT AND ASSOCIATED FEES.
  
 15) POOL DECK SHEET P107:
 15A) POOL BAR IS MISSING THE WATER SERVICE (POTTABLE
 WATER REQUIRED 602.2) TO THE BAR AREA.
  
 15B) POOL PIPING TO BE REVIEWED UNDER THE POOL PERMIT,
 WILL THERE BE GAS POOL HEATERS? 107.2.1.3 ADDITIONAL
 INFORMATION.
  
 15C) MISSING 424.1.6.1.4 HOSE BIBB. A HOSE BIBB WITH
 VACUUM BREAKER SHALL BE PROVIDED IN OR WITHIN 25 FEET
 (7620 MM) OF EACH RESTROOM TO ALLOW FOR EASE OF
 CLEANING.
  
 15D) MISSING 424.1.6.2 RINSE SHOWER. A MINIMUM OF ONE
 RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK OF ALL
 OUTDOOR POOLS WITHIN 20 FEET (60 960 MM) OF THE NEAREST
 POOL WATER?S EDGE.
  
 15E) THE PLANS INDICATE A 1" WATER SERVICE INTO THE
 POOL EQUIPMENT ROOM, PLANS SHOW A VALVE BUT IT APPEARS
 THERE IS NO PROTECTION TO THE POTTABLE WATER SUPPLY.
 2010 FBC-P 608.3.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
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