Plan Review Notes
Plan Review Notes For Permit 20080054
Permit Number 20080054
Review Stop P
Sequence Number 2
Notes
Date Text
2020-09-21 13:29:41 
 2ND REVIEW FBC-2017 PLUMBING
 PERMIT- 2008054
 9/21/2020
  
 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.
 COMMENTS LISTED BELOW FROM THE IST REVIEW HAVE NOT BEEN
 COMPLETELY ADDRESSED. COMMENT NOTES IN CAP LETTERS HAVE
 BEEN ADDED.
  
 1) SHEET G-002: THE PLUMBING FIXTURE CALCULATION IS NOT
 IN COMPLIANCE WITH TABLE 403.3 FBC P. PLEASE REVISE THE
 CALCULATIONS IN ACCORDANCE WITH THE TABLE AND NOTE THAT
 THE CALCULATIONS ARE "NOT FOR REFERENCE ONLY", THEY
 SHALL BE SPECIFIC TO THE NEW TENANT OCCUPANCY AND SHALL
 CORRELATE WITH THE TOTAL OCCUPANT LOAD OF THE SPACE,
 AND INCLUDE THE OUTDOOR SEATING LOAD. A) MISSING FROM
 THE CALCULATION FOR A2 OCCUPANCIES ARE THE REQUIRED
 SERVICE SINK AND DRINKING FOUNTAINS. A MINIMUM OF TWO
 DRINKING FOUNTAINS ARE REQUIRED- ONE HIGH AND ONE LOW-
 PER SECTION 410.3 WITH THE EXCEPTION OF RESTAURANTS
 THAT PROVIDE DRINKING WATER IN CONTAINERS FREE OF
 CHARGE- SECTION 410.4. NO NOTE OR STATEMENT HAS BEEN
 PROVIDED ON THE PLAN TO SHOW COMPLIANCE WITH THE
 EXCEPTION. PLEASE PROVIDE CORRECTIONS. 2ND REQUEST TO
 REVISE THE FIXTURE CALCULATION SCHEDULE, AND TO PROVIDE
 ACKNOWLEDGEMENT OR STATEMENT CONCERNING THE
 SUBSTITUTION OF DRINKING WATER IN CONTAINERS FREE OF
 CHARGE FOR THE REQUIRED DRINKING FOUNTAINS.
  
 9) P-001: PIPING MATERIALS NOT IDENTIFIED- SECTION
 303.1 FBC P. HOT WATER PIPING INSULATION MATERIAL,
 THICKNESS AND R-VALUE NOT IDENTIFIED- SECTION 607.5.
 REFER TO TABLE 605.4 AND PROVIDE IN THE PLAN NOTES THE
 TYPES OF POTABLE AND FILTERED WATER PIPING TO BE
 INSTALLED. REFER TO TABLE 702 & 702.1 AND PROVIDE IN
 THE PLAN NOTES THE TYPES AF DWV PIPINGS TO BE INSTALLED
 ABOVE AND BELOW THE SLAB. REFER TO SECTION C404.4 AND
 TABLE C403.3.10 FBC EC AND PROVIDE THE PIPING
 INSULATION INFO ON THE PLAN
  
 10) P-112: ACKNOWLEDGED THAT THE GREASE INTERCEPTOR IS
 UNDER SEPARATE PERMIT BY LANDLORD, HOWEVER GREASE WASTE
 CALCULATIONS FOR THE NEW TENANT SPACE ARE REQUIRED PER
 SECTION 1003.3.1. INDICATE THE TYPE OF GREASE OF
 INTERCEPTOR TO BE INSTALLED- HYDROMECHANICAL OR GRAVITY
 TYPE- AND THE MAKE AND MODEL AND TESTING APPROVAL
 STANDARD OF THE INTERCEPTOR ON THE PLAN. REFER TO
 SECTION 1003.3.4 FOR HYDROMECHANICAL FOR APPROVED
 SIZING AND STANDARDS, AND 1003.3.6 FOR GRAVITY SIZING
 AND STANDARDS. PLEASE NOTE THAT A SOLIDS INTERCEPTOR IS
 REQUIRED IF A FOOD WASTE DISPOSER IS INSTALLED- SECTION
 1003.3.2 FBC P. NO PERMIT OR PLANS HAVE BEEN SUBMITTED
 FOR THE GREASE INTERCEPTOR BY THE LANDLORD, AND IT WAS
 NOT PERMITTED UNDER THE MASTER #20050025. SHEET PS-901
 OF THE MASTER PLAN INDICATES SIZING BY FUTURE TENANT.
 THE SIZING CALULATIONS ON SHEET P112 ARE NOT ACCEPTABLE
 PER SECTION 1003.3.6 WHICH REQUIRES SIZING IN
 ACCORDANCE WITH THE IAMPMO/ANSI Z1001 STANDARD. THE
 CALCULATIONS ARE ALSO INDICATED TO BE PER THE 2015
 FLORIDA PLUMBING CODE WHICH DOES NOT EXIST. THE CURRENT
 PLANS SHALL BE DESIGNED IN ACCORDANCE WITH THE 2017
 FLORIDA PLUMBING CODE. I HAVE INCLUDED THE ENTIRE CODE
 SECTION BELOW- PLEASE PROVIDE REVISED CALCULATIONS.
 COMPLETE PLANS AND SPECIFICATIONS FOR THE GREASE
 INTERCEPTIOR SHALL BE PROVIDED UNDER SEPARATE PERMIT-
 SECTIONS 105.1 & 107.2.1 WPB.
  
 1003.3.6 GRAVITY GREASE INTERCEPTORS AND GRAVITY GREASE
 INTERCEPTORS WITH FATS, OILS, AND GREASES DISPOSAL
 SYSTEMS.
 THE REQUIRED CAPACITY OF GRAVITY GREASE INTERCEPTORS
 AND GRAVITY GREASE INTERCEPTORS WITH FATS, OILS, AND
 GREASES DISPOSAL SYSTEMS SHALL BE DETERMINED BY
 MULTIPLYING THE PEAK DRAIN FLOW INTO THE INTERCEPTOR IN
 GALLONS PER MINUTE BY A RETENTION TIME OF 30 MINUTES.
 GRAVITY GREASE INTERCEPTORS SHALL BE DESIGNED AND
 TESTED IN ACCORDANCE WITH IAPMO/ANSI Z1001. GRAVITY
 GREASE INTERCEPTORS WITH FATS, OILS, AND GREASES
 DISPOSAL SYSTEMS SHALL BE DESIGNED AND TESTED IN
 ACCORDANCE WITH ASME A112.14.6 AND IAPMO/ANSI Z1001.
 GRAVITY GREASE INTERCEPTORS AND GRAVITY GREASE
 INTERCEPTORS WITH FATS, OILS, AND GREASES DISPOSAL
 SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH
 MANUFACTURER'S INSTRUCTIONS. WHERE MANUFACTURER'S
 INSTRUCTIONS ARE NOT PROVIDED, GRAVITY GREASE
 INTERCEPTORS AND GRAVITY GREASE INTERCEPTORS WITH FATS,
 OILS, AND GREASES DISPOSAL SYSTEMS SHALL BE INSTALLED
 IN COMPLIANCE WITH ASME A112.14.6 AND IAPMO/ANSI Z1001.
  
 12) P-601: PROVIDE A DEVICE SCHEDULE THAT INCLUDES THE
 MAKES, MODELS AND LISTING NUMBERS OF THE WATER HAMMER
 ARRESTORS, MIXING VALVES, AND BACKFLOW PREVENTERS-
 SECTIONS 604.9, 607.1.2, AND TABLE 608.1. NOT PROVIDED-
 2ND REQUEST FOR THE INFORMATION TO BE PROVIDED ON THE
 PLANS. PLEASE ADD A PIPING DIAGRAM FOR THE MIXING
 VALVES AT THE LAVATORIES.
  
 13) P-111 & P-501: THE DRAWINGS DO NOT SHOW THE
 FILTERED WATER SUPPLY LINE RUN TO THE ESPRESSO MACHINES
 AND HOW THE PIPE WILL BE PROTECTED FROM DAMAGE- SECTION
 305.1 FBC P. PLEASE IDENTIFY THE TYPE OF FILTERED WATER
 PIPING- SECTION 303.1 FBC P. THE SECTION DRAWING ON
 P-501 SHOWS ONLY FILTERED WATER PIPING PENETRATING THE
 FLOOR SLAB, HOWEVER THE ISOMETRIC SHOWS BOTH FILTERED
 AND COLD WATER RUNNING UNDERSLAB TO THE ESPRESSO
 MACHINES. AS PREVIOUSLY REQUESTED, SHOW HOW THE PIPING
 IS BEING PROTECTED, AND REVISE THE FLAT LINE DRAWING ON
 P-111 TO SHOW THE WATER PIPING RUNS.
  
 SHEET P-501, DETAIL 5: THE ASSE 1024 STANDARD IS NOT
 APPLICABLE TO THE DOUBLE CHECK VALVE SPECIFIED FOR THE
 ESPRESSO MACHINES. IS THE INTENTION TO INSTALL A DUAL
 CHECK VALVE? SEE TABLE 608.1 FBC P.
  
 SHEET P-501, DETAIL 8: THERE IS A NOTE FOR A TEMPERED
 WATER LINE TO SINKS HOWEVER THERE IS ONLY A CW
 CONNECTION TO THE SYSTEM- PLEASE CLARIFY OR REMOVE THE
 NOTE.
  
 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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