Plan Review Notes
Plan Review Notes For Permit 20100064
Permit Number 20100064
Review Stop P
Sequence Number 1
Notes
Date Text
2020-10-28 10:46:491ST REVIEW FBC-2017 PLUMBING
 PERMIT- 20100064
 10/27/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 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
 FBC EX- FLORIDA EXISTING BUILDING 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.
  
 1) PLACE A NOTE ON THE PLANS TO INDICATE THE WATER
 SERVICE BACKFLOW PREVENTER, AND THE IRRIGATION SYSTEM
 SHALL BE UNDER SEPARATE PERMIT- SECTION 107.2.1 WPB.
  
 2) PROVIDE PLUMBING FIXTURE CALCULATIONS IN ACCORDANCE
 WITH TABLE 403.3 FBC P. PLEASE NOTE THE OCCUPANT LOAD
 OF THE FACILITY IS BEING QUESTIONED BY THE BUILDING
 PLAN REVIEWER. AN INCREASED OCCUPANT LOAD COULD RESULT
 IN INCREASED FIXTURE REQUIREMENTS- TABLE 403.3 FBC P.
  
 3) SHEET A2.5: MISSING ACCESSIBLE PLUMBING FIXTURE
 DETAILS PER FBC ACC:
 A) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 WATER CLOSET- SECTION 604.3.
 B) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 LAVATORY- SECTION 606.2.
 C) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 SHOWER- SECTION 608.2.1
 C) TURNING SPACE DIAMETERS- SECTION 304.3.
 D) CENTERLINE OF THE WATER CLOSETS FROM THE SIDE WALL-
 SECTION 604.2.
 E) HEIGHT OF THE WATER CLOSET SEATS FROM THE FINISHED
 FLOOR- SECTION 604.4. PLEASE NOTE THE DRAWING
 INCORRECTLY SHOWS A 1?-3? HEIGHT TO THE WATER CLOSET
 RIM.
 F) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SECTION 604.5 & 609.4
 G) LOCATION OF THE WATER CLOSET FLUSH CONTROL IS SHOWN
 ON THE WRONG SIDE IN THE SICKLE CELL BATHROOM ELEVATION
 - SECTION 604.6.
 H) CENTERLINE OF THE TOILET PAPER DISPENSERS MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SECTION 604.7.
 I) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE ACCESSIBLE SHOWER- SECTION 608.3 AND
 608.3.1
 K) LOCATION OF CONTROL, FAUCET, AND SHOWER SPRAY IN THE
 SHOWER- SECTION 608.5.1.
 L) SHOWER SPRAY UNIT SPECIFICATIONS PER SECTION 608.6.
 M) LOCATION OF ACCESSIBLE SHOWER SEAT- SECTIONS 610.3 &
 610.3.2.
 N) REFER TO SECTIONS 306, 307, AND 602 FBC ACC AND
 PROVIDE DRINKING FOUNTAIN INSTALLATION DETAILS AND
 ELEVATION VIEWS SHOWING KNEE AND TOE CLEARANCES, SPOUT
 HEIGHTS, AND SPOUT LOCATIONS. SHOW THE REQUIRED 30 X 48
 IN. CLEAR FLOOR SPACE FOR A FORWARD WHEELCHAIR APPROACH
 TO THE FOUNTAIN- SECTION 602.2 FBC ACC, AND SHOW HOW
 THE LOCATIONS OF THE FOUNTAINS WILL BE IN COMPLIANCE
 WITH SECTION 307.2 PROTRUSION LIMITS.
 L) REFER TO SECTIONS 305, 306, 308, AND 606 FBC ACC.
 AND PROVIDE THE CLEAR FLOOR SPACE APPROACH FOR THE
 BREAKROOM SINK, AND FRONT AND SIDE ELEVATION VIEWS
 SHOWING THE CORRECT HEIGHT OF THE SINK FROM THE
 FINISHED FLOOR. PLEASE NOTE THE HEIGHT OF THE BREAKROOM
 SINK IS INCORRECTLY SHOWN AT 3'0" ON SHEET A2.6.
  
 4) SHEET P0.0: PROVIDE THE EFFICIENCY RATING OF THE
 WATER HEATER- TABLE C404.3 FBC EC.
  
 5) P0.0: PLEASE INCLUDE THE RECIRCULATION PUMP, THE
 MIXING VALVES, AND THE BACKFLOW PREVENTERS IN THE
 SCHEDULE- SECTIONS 607.1.2, 607.2.1, & 608.3 FBC P.
  
 6) P0.0: PROVIDE A PLUMBING FIXTURE SCHEDULE INDICATING
 MAKES AND MODELS OF THE WATER CLOSETS, WATER CLOSET
 VALVES, LAVATORY SINKS AND FAUCETS, BREAKROOM SINK AND
 FAUCET, DISHWASHER, MOP SINK AND FAUCET, DRINKING
 FOUNTAIN, HOSE BIBS, AND SHOWER FAUCET AND SPRAY UNIT-
 SECTION 405 FBC P.
  
 7) P2.0: THE DIAMETERS OF THE RWL PIPES NOT SHOWN-
 1106.2 FBC P.
  
 8) P2.0: THE HORIZONTAL STORM DRAIN PIPES REQUIRE
 CLEANOUTS AT 100 FT. INTERVALS- SECTIONS 1101.8 &
 708.1.1 & , AND AT HORIZONTAL TO VERTICAL CHANGES OF
 DIRECTION- SECTION 708.1.4 FBC P.
  
 9) P2.1 & P.30: PLEASE LABEL THE HOT WATER RETURN (HWR)
 LINE IN THE DRAWINGS FOR CLARITY- SECTION 107.2.1 WPB.
  
 10) P2.1 & P3.0: A FULL OPEN SHUT OFF VALVE IS REQUIRED
 FOR AT THE BOTTOM OF THE CW RISER PIPE TO THE ROOF-
 SECTION 606.1(4) FBC P.
  
 11) P2.1: SHOW THE HOT WATER LINE RUN TO THE BREAKROOM
 SINK, AND WATER LINES TO THE DISHWASHER- SECTIONS 409.2
 & 607.1 FBC P.
  
 12) P2.1 & P3.0: SHOW THE LOCATIONS OF REQUIRED WATER
 HAMMER ARRESTORS FOR SUPPLY LINES TO FIXTURES WITH
 QUICK CLOSING VALVES I.E. FLUSH VALVES, DRINKING
 FOUNTAINS, DISHWASHER, ICE MAKERS, COFFEE MACHINE ETC.
 SECTION 604.9 FBC P.
  
 13) P3.0 & P4.1: SHOW THE LOCATION OF THE MASTER MIXING
 VALVE, AND THE REQUIRED MIXING VALVES AT THE
 LAVATORIES- SECTIONS 416.5 & 607.1.2 FBC P. PLEASE NOTE
 THE WATER HEATER SHOWS A MASTER MIXING BUT THE
 ISOMETRIC DOES NOT SHOW IT.
  
 14) SHEETS A2.2 & P2.2 ROOF DRAINAGE- FBC P.
  
 A) PROVIDE PRIMARY ROOF DRAIN CALCULATIONS FOR SIZING
 THE ROOF DRAINS, VERTICAL LEADERS, AND HORIZONTAL DRAIN
 PIPES- SECTION 1105.2 & 1106.1. THE PLAN IS INDICATING
 CALCULATIONS FOR SECONDARY OR OVERFLOW CALCULATIONS BUT
 NOT THE PRIMARY ROOF DRAINS. PLEASE NOTE THE
 CALCULATIONS SHALL INCLUDE DRAINAGE FROM PARAPET WALLS-
 1106.4.
  
 B) REFER TO SECTION 1105.2: THE CALCULATIONS SHALL BE
 BASED ON THE PUBLISHED ROOF DRAIN FLOW RATE, BASED ON
 THE HEAD OF WATER ABOVE THE ROOF DRAIN. THE FLOW RATE
 USED FOR SIZING THE STORM DRAINAGE PIPING SHALL BE
 BASED ON THE MAXIMUM ANTICIPATED PONDING AT THE ROOF
 DRAIN.
  
 C) REFER TO SECTION 1101.7 AND VERIFY COMPLIANCE:
 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.
  
 D) PROVIDE AN EQUIPMENT SCHEDULE FOR THE ROOF DRAINS-
 MAKE AND MODEL NUMBER, SUBMIT MANUFACTURER'S
 SPECIFICATIONS, AND PROVIDE AN ENLARGED INSTALLATION
 DETAIL ON THE PLAN- SECTION 1105.1.
  
 E) SHEET A2.2: AT EACH LOW ROOF DRAIN IN THE DRAWING
 PLEASE SHOW THE ACCUMULATIVE SQ. FOOTAGE AND GPM FLOW
 FOR DRAINAGE FROM BOTH THE LOW AND HIGH ROOFS AND THE
 PARAPETS. REFER TO TABLES 1106.2 AND 1106.3 AND
 INDICATE THE SIZES OF THE VERTICAL LEADERS, AND THE
 SIZES AND SLOPES OF THE HORIZONTAL DRAINS.
  
 F) A2.2: SHOW THE LOCATIONS OF THE EMERGENCY SCUPPERS,
 PROVIDE SIZING CALCULATIONS AND AN ENLARGED DETAIL-
 SECTION 1108.3 FBC P AND SECTIONS 1503.4.1 & 1503.4.2
 FBC B.
  
 G) SHOW HOW RAINWATER FROM THE CONCRETE CANOPIES
 INCLUDING TRIBUTARY RAINWATER FROM THE HIGH ROOFS WILL
 DRAIN TO AN APPROVED PLACE OF DISPOSAL- SECTION 1101.2.
  
 15) SHOW COMPLIANCE WITH SECTION 310.3 FBC P FOR
 INTERIOR WALL FINISHES IN THE TOILET ROOMS AND AT THE
 MOP SINK LOCATION- SEE SECTION 1210.2.2 FBC B.
  
 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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