Plan Review Details - Permit 20050904
Plan Review Stops For Permit 20050904
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2020-06-25 Cont ID  
Sent By rrossano Date 2020-06-25 Time   Rev Time  
Received By rrossano Date 2020-06-25 Time   Sent To  
Notes
2020-06-25 09:18:33REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E20020022.

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-20 Cont ID  
Sent By jesmith Date 2020-08-20 Time 16:12 Rev Time 0.00
Received By jesmith Date 2020-08-20 Time 16:12 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-06-26 Cont ID  
Sent By rmcdouga Date 2020-06-26 Time 07:42 Rev Time 0.00
Received By rmcdouga Date 2020-05-28 Time 14:12 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status P Date 2020-08-20 Cont ID  
Sent By jesmith Date 2020-08-20 Time 16:10 Rev Time 0.00
Received By jesmith Date 2020-08-20 Time 08:32 Sent To  
Notes
2020-08-20 16:10:2320050904 2995 45TH ST
  
  
 PLUMBING COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
 A SEPARATE PERMIT IS REQUIRED FOR BACKFLOW DEVICES
  
 PROVISO:
 RPZ APPEARS TO BE IN MIDDLE OF PARKING LOT DRIVE
 THROUGH. THE DEVICE SHALL BE LOCATED ABOVE GRADE PER
 FBC PL 608.13.2 AND PROTECTED FROM TRAFFIC (AND SHALL
 NOT IMPEDE THE FLOW OF TRAFFIC). BFP DETAIL SHOWN ON
 C8.3 DOES NOT REFLECT THIS. DETAIL SHOWN IS NOTED FOR
 INDOOR INSTALLATION. PIPING FOR THE BACKFLOW DEVICE
 SHALL BE TYPE "K" OR "L" COPPER, BRASS OR STAINLESS
 STEEL PER THE CITY OF WEST PALM BEACH CROSS CONNECTION
 CONTROL MANUAL. THE DEVICE SHALL BE LOCATED A MINIMUM
 OF 18 INCHES ABOVE FINISH GRADE TO THE RELIEF VALVE.
 PER WPB FBC 107.2.1, REROUTE PIPING AND RELOCATE RPZ TO
 COMPLY WITH THE ABOVE. RECONCILE FINAL DRAWINGS C8,
 C8.3 AND SD1 IN MASTER PERMIT 20050889 AND 20050904.
 PROVIDE REVISION PRIOR TO FIRST INSPECTION. PROCEED AT
 YOUR OWN RISK.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20050904 2995 45TH ST
  

Review Stop P PLUMBING
Rev No 1 Status F Date 2020-06-26 Cont ID  
Sent By rmcdouga Date 2020-06-26 Time 07:35 Rev Time 0.00
Received By rmcdouga Date 2020-06-25 Time 10:49 Sent To  
Notes
2020-06-26 07:35:23CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH 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 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 20050904 2995 45TH ST
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
 1. JUDGING BY PLANS PROVIDED AND THE DATES ON THEM,
 THIS APPEARS TO BE AN ONGOING PROJECT OF A LARGER SCOPE
 THAN REPLACEMENT OF THE GREASE INTERCEPTOR. PER WPB FBC
 107.2.1, PLEASE ADVISE AND CLARIFY. AS SUCH A
 COMPREHENSIVE REVIEW CAN NOT BE ACCOMPLISHED AT THIS
 TIME.
 2. RE: PLAN SHEET C.8; PER WPB FBC 107.2.1, CORRECTLY
 IDENTIFY GREASY WASTE INTO INTERCEPTOR.
 3. RE: PLAN SHEETS C.8 AND SD2; GREASE INTERCEPTOR IS
 NOTED 1500 GALLON. MAXIMUM SIZE OF A CONCRETE
 INTERCEPTOR IS 1250 GALLONS PER WPB CITY UTILITIES
 STANDARD GS-7, NOTE 4. IF CAPACITY EXCEEDS 1250
 GALLONS, PROVIDE UNITS PIPED IN SERIES.
 4. PER WPB FBC 107.2.1, PROVIDE CALCULATIONS USED IN
 SIZING OF GREASE INTERCEPTOR
  
 5. REGARDING THE YARD HYDRANT NOTED ON PLAN PAGE C8;
 THE PLAN AS DRAWN DOES NOT COMPLY. A PERMIT FOR THE
 GREASE INTERCEPTOR WILL NOT BE ISSUED UNTIL COMPLIANCE
 WITH THE PROVISIONS OF FBC PL SECTION 608 HAVE BEEN
 MET.
 A. C8 AND SD1/DETAIL 12: SD1/DETAIL 12 CREATES A
 HAZARDOUS CONDITION. IN ACCORDANCE WITH FBC 608.7,
 608.8.1 AND 608.8.2, PROVIDE A BACKFLOW PREVENTER FOR
 THE DEDICATED SUPPLY, SIGNAGE AT THE HYDRANTS AND
 EXPOSED PIPING SHALL BE COLOR PURPLE AND LABELED.
 1) FBC PL 608.7 VALVES AND OUTLETS PROHIBITED BELOW
 GRADE. FREEZEPROOF YARD HYDRANTS THAT DRAIN THE RISER
 INTO THE GROUND SHALL BE PERMITTED TO BE INSTALLED,
 PROVIDED THAT THE POTABLE WATER SUPPLY TO SUCH HYDRANTS
 IS PROTECTED UPSTREAM OF THE HYDRANTS IN ACCORDANCE
 WITH SECTION 608 AND THE HYDRANTS ARE PERMANENTLY
 IDENTIFIED AS NON-POTABLE OUTLETS BY APPROVED SIGNAGE
 THAT READS AS FOLLOWS: ?CAUTION, NON-POTABLE WATER. DO
 NOT DRINK.?
 A.FBC PL608.8.1 SIGNAGE REQUIRED.
 NONPOTABLE WATER OUTLETS, SUCH AS HOSE CONNECTIONS,
 OPEN ENDED PIPES AND FAUCETS, SHALL BE IDENTIFIED WITH
 SIGNAGE THAT READS AS FOLLOWS: ?NON-POTABLE WATER IS
 UTILIZED FOR [APPLICATION NAME]. CAUTION: NONPOTABLE
 WATER ? DO NOT DRINK.? THE WORDS SHALL BE LEGIBLY AND
 INDELIBLY PRINTED ON A TAG OR SIGN CONSTRUCTED OF
 CORROSION-RESISTANT WATERPROOF MATERIAL OR SHALL BE
 INDELIBLY PRINTED ON THE FIXTURE. THE LETTERS OF THE
 WORDS SHALL BE NOT LESS THAN 0.5 INCH (12.7 MM) IN
 HEIGHT AND IN COLORS IN CONTRAST TO THE BACKGROUND ON
 WHICH THEY ARE APPLIED. IN ADDITION TO THE REQUIRED
 WORDAGE, THE PICTOGRAPH SHOWN IN FBC PL FIGURE 608.8.1
 SHALL APPEAR ON THE REQUIRED SIGNAGE.
 B. FBC PL 608.8.2 DISTRIBUTION PIPE LABELING AND
 MARKING.
 C. NON-POTABLE DISTRIBUTION PIPING SHALL BE PURPLE IN
 COLOR AND SHALL BE EMBOSSED, OR INTEGRALLY STAMPED OR
 MARKED, WITH THE WORDS: ?CAUTION: NONPOTABLE WATER ? DO
 NOT DRINK? OR THE PIPING SHALL BE INSTALLED WITH A
 PURPLE IDENTIFICATION TAPE OR WRAP. PIPE IDENTIFICATION
 SHALL INCLUDE THE CONTENTS OF THE PIPING SYSTEM AND AN
 ARROW INDICATING THE DIRECTION OF FLOW. HAZARDOUS
 PIPING SYSTEMS SHALL ALSO CONTAIN INFORMATION
 ADDRESSING THE NATURE OF THE HAZARD. PIPE
 IDENTIFICATION SHALL BE REPEATED AT INTERVALS NOT
 EXCEEDING 25 FEET (7620 MM) AND AT EACH POINT WHERE THE
 PIPING PASSES THROUGH A WALL, FLOOR OR ROOF. LETTERING
 SHALL BE READILY OBSERVABLE WITHIN THE ROOM OR SPACE
 WHERE THE PIPING IS LOCATED.
  
 6. PER WPB FBC 107.2.1, ADD SPEC AND DETAIL FOR THE
 REQUIRED BACKFLOW PREVENTER AND SHOW LOCATION ON THE
 PLAN. PLAN SHEET C8 INDICATES DETAIL FOR BACKFLOW
 PREVENTER OM PLAN SHEET C.1. NONE SHOWN.
 7. PLAN SHEETS P2.2 AND P4.1 ARE NOT DIGITALLY SIGNED.
 THEY ARE STAMPED IN AN APPARENT SCANNED PDF BY A CODE
 REVIEW COMPANY. PLEASE CLARIFY.
  
 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 DIGITALLY SIGNED AND SEALED BY THE
 DESIGNER IN ACCORDANCE WITH FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20050904 2995 45TH ST
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-08-20 Cont ID  
Sent By jesmith Date 2020-08-20 Time 16:11 Rev Time 0.00
Received By jesmith Date 2020-08-20 Time 16:11 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-06-26 Cont ID  
Sent By rmcdouga Date 2020-06-26 Time 07:41 Rev Time 0.00
Received By rmcdouga Date 2020-06-26 Time 07:41 Sent To  
Notes
***NONE***


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