Plan Review Details - Permit 18110369
Plan Review Stops For Permit 18110369
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-01-29 Cont ID  
Sent By tklarge Date 2019-01-29 Time 11:59 Rev Time 0.00
Received By tklarge Date 2019-01-24 Time 13:48 Sent To  
Notes
2019-01-25 13:49:09RESUB ROUTED TO TKLARGE
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-12-18 Cont ID  
Sent By tklarge Date 2018-12-18 Time 05:53 Rev Time 0.00
Received By tklarge Date 2018-12-12 Time 13:35 Sent To  
Notes
2018-12-13 13:35:42PLUMB<5K
Review Stop P PLUMBING
Rev No 2 Status P Date 2019-01-29 Cont ID  
Sent By tklarge Date 2019-01-29 Time 11:59 Rev Time 0.00
Received By tklarge Date 2019-01-28 Time 10:01 Sent To I
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-12-18 Cont ID  
Sent By tklarge Date 2018-12-18 Time 05:52 Rev Time 0.00
Received By tklarge Date 2018-12-18 Time 05:28 Sent To I
Notes
2018-12-18 05:52:431) THE PERMIT APPLICATION STATES TO REROUTE THE SEWER
 BUT YOU HAVE SUBMITTED A SANITARY FOR THE ENTIRE
 UNDERGROUND SANITARY SYSTEM. WHAT IS THE SCOPE OF WORK?
 PLACE A NOTE ON THE PLANS AS TO THE ENTIRE SCOPE OF
 WORK TO BE DONE UNDER THIS PERMIT. WPB AMEND. TO FBC
 SEC. 107.1.
 2) INDICATE ON THE PLAN IF ANY TUNNELING UNDER THE
 HOUSE WILL BE DONE. IF SO,SHOW HOW THE NEW PIPE WILL BE
 SUPPORTED, THE TYPE OF ADAPTERS USED FOR THE
 CONNECTIONS TO EXISTING PIPE, AND THE LOCATIONS OF
 REQUIRED CLEANOUTS. DETAILS AND BACKFILLING PROCEDURES
 SHALL BE SUBMITTED THAT CLEARLY SHOW HOW THE STRUCTURAL
 INTEGRITY OF THE CONCRETE SLAB WILL BE MAINTAINED
 DURING EXCAVATION AND BACKFILLING. STRUCTURAL FOAM IS
 NOT PERMITTED BELOW GROUND PER THE FLORIDA BUILDING
 CODE, RESIDENTIAL, SECTION 318 AND THE FLORIDA BUILDING
 CODE, BUILDING, SECTION 2603.9. A SIGNED AND SEALED
 LETTER FROM AN ENGINEER MAY BE REQUIRED TO CERTIFY THE
 STRUCTURAL INTEGRITY OF THE EXISTING SLAB.THE AREA
 ABOVE GRADE WHERE THE TUNNEL WAS DUG SHALL BE TREATED
 FOR TERMITES PER THE FBC-BUILDING SEC.1816.1 OR
 FBC-RESIDENTIAL SEC. R318. A TERMITE CERTIFICATE SHALL
 BE ONSITE FOR FINAL INSPECTION.
 3) IF ANY PORTION OF AN EXISTING CONCREETE SLAB IS
 REMOVED, SUBMIT A CONCRETE SLAB DETAIL SHOWING HOW THE
 SLAB CUTOUT WILL BE REPAIRED TO MAINTAIN THE STRUCTURAL
 INTEGRITY. INDICATE THE SIZE OF REINFORCING BARS TO BE
 USED, THE EMBEDMENT DEPTH THAT THE REBAR WILL BE
 DOWELED INTO THE EXISTING SLAB, HOW THE DOWELS WILL BE
 SET IN THE EXISTING SLAB, AND THE SPACING ON CENTER OF
 THE DOWELS. SHOW THE THICKNESS OF THE EXISTING SLAB &
 THE REPAIR. WPB AMEND. TO 2010 FBC SEC.107.2.1.
 4) IF YOU ARE INSTALLING AN ENTIRE NEW SEWER, A
 CLEANOUT SHALL BE PROVIDED AT THE CONNECTION TO THE
 CITY CONNECTION.
  
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
  


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