Plan Review Details - Permit 19051487
Plan Review Stops For Permit 19051487
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2019-07-03 Cont ID  
Sent By cthroop Date 2019-07-03 Time 13:05 Rev Time 0.00
Received By cthroop Date 2019-07-03 Time 12:56 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-06-26 Cont ID  
Sent By cthroop Date 2019-06-26 Time 10:43 Rev Time 0.00
Received By cthroop Date 2019-06-25 Time 11:18 Sent To  
Notes
2019-06-26 10:53:51BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 CODES IN EFFECT:
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC M = FLORIDA BUILDING CODE MECHANICAL 2017 6TH
 EDITION
 FBC P = FLORIDA BUILDING CODE PLUMBING 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 1. POOL SHALL BE SEPERATED FROM THE GENERAL PUBLIC.
 (PERIMETER FENCE)
 1A. BARRIER SHALL COMPLY WITH R4501.17
  
 2. POOL SHALL BE SEPERATED FROM RESIDENCE.
 2A. BARRIER SHALL COMPLY WITH R4501.17.1.12 &
 4501.17.1.13. (CHILD BARRIER)
  
 3. CODE REFERENCE IN GENERAL NOTES IS INCORRECT.
 CHANGE #13 TO CHPT. 45, SECTION 4501 AND #14 TO CHPT.
 45, SECTION 4501.6.6.
  
 4. PUMP SPECS. HAVE A VILLAGE OF WELLINGTON REVIEW
 STAMP. REMOVE STAMP AND RE-SUBMIT.
  
 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 SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED.
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2019-06-19 Cont ID  
Sent By jleahy Date 2019-06-19 Time 11:27 Rev Time 0.00
Received By jleahy Date 2019-06-19 Time 11:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-07-03 Cont ID  
Sent By cthroop Date 2019-07-03 Time 13:05 Rev Time 0.00
Received By cthroop Date 2019-06-27 Time 11:25 Sent To  
Notes
2019-06-28 11:25:47RESUB ROUTED TO THUNT
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-06-26 Cont ID  
Sent By cthroop Date 2019-06-26 Time 11:02 Rev Time 0.00
Received By cthroop Date 2019-05-30 Time 11:08 Sent To  
Notes
2019-05-31 11:08:38ROUTED TO ZONING INBOX
Review Stop P PLUMBING
Rev No 2 Status P Date 2019-07-01 Cont ID  
Sent By thunt Date 2019-07-01 Time 16:16 Rev Time 0.00
Received By thunt Date 2019-07-01 Time 16:16 Sent To  
Notes
2019-07-01 16:17:22ROUTED TO CT DESK
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-06-04 Cont ID  
Sent By thunt Date 2019-06-05 Time 6:41 Rev Time 0.00
Received By thunt Date 2019-06-04 Time 16:40 Sent To  
Notes
2019-06-04 16:50:15PLUMBING 1ST REVIEW**DENIED**
  
 1) PROVIDE 2 CLEAN COPIES OF PLANS. PLANS THAT BEAR
 APPROVAL STAMPS FOR ANY BUILDING DEPARTMENT WILL NOT BE
 ACCEPTED. YOUR PLANS HAVE APPROVAL STAMPS FROM THE
 VILLAGE OF WELLINGTON.FBC 107.3.5
  
 2) IDENTIFY ON THE PUMP CURVE WHICH CURVE KEY IS
 SPECIFIC TO THE PUMP BEING INSTALLED ON THIS POOL. THIS
 IS NEEDED TO CONFIRM THE MAXIMUM SYSTEM FLOW FROM THE
 TDH CALCULATIONS. ANSI/APSP/ICC 7 - 2013 SECS. 4.4.9,
 4.4.9.1
  
 3) YOUR ANSI/ APSP DATED 4/4/12 APPEARS TO BE OUTDATED.
 THE CRRENT VERSION OF ANSI/ APSP IS 2013 WHICH WENT
 INTO EFFECT 12/31/2017. SUBMIT TOTAL DYNAMIC HEAD
 CALCULATIONS FOR THE MAXIMUM SYSTEM FLOW. THE MAXIMUM
 FLOW OF THE PUMP FROM ITS PUMP CURVE AND THE SIMPLIFIED
 TOTAL DYNAMIC HEAD CALCULATION IS NO LONGER ALLOWED TO
 BE USED IN DETERMINING MAXIMUM SYSTEM FLOW RATE PER
 ANSI/APSP/ICC 7 - 2013 SECS. 4.4.9, 4.4.9.1. THE 2013
 EDITION ADDRESSES FLOW RATE IN GALLONS PER MINUTE
 (GPM). IT REQUIRES THAT MAXIMUM SYSTEM FLOW RATE DOES
 NOT EXCEED THE LISTED MAXIMUM FLOW RATE OF THE SUCTION
 OUTLET FITTING ASSEMBLY (DRAIN COVER).THE TDH
 CALCULATIONS MUST INCLUDE ALL OF THE SYSTEM COMPONENTS
 INCLUDING SUCTION AND RETURN PIPING, FITTINGS, VALVES,
 HEATER, FILTER, AND CHLORINATOR. ALL SYSTEM COMPONENTS
 EXCEPT THE PUMP.
  
 4) PLUMBING NOTE #10 REFERS TO TESTING WITH AIR. PLEASE
 REMOVE THAT NOTE AS AIR TESTING ON P.V.C IS NOT
 PERMITTED. FBC 312.1, 303.2
  
 TIM HUNT
 PLUMBING PLANS EXAMINER/ PLUMBING INSPECTOR
 BUILDING DIVISION
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 1ST FLOOR
 WEST PALM BEACH, FL 33401
 561-248-2703
 [email protected]
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2019-06-03 Cont ID  
Sent By mcruz Date 2019-06-03 Time 17:05 Rev Time 0.00
Received By mcruz Date 2019-06-03 Time 17:03 Sent To  
Notes
2019-06-03 17:38:35POOL EQUIPMENT SHALL BE AT LEAST 6' FROM SIDE PROPERTY
 LINE.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved