Plan Review Details - Permit 08120119
Plan Review Stops For Permit 08120119
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2008-12-08 Cont ID  
Sent By jnguyen Date 2008-12-08 Time 10:37 Rev Time 0.00
Received By jnguyen Date 2008-12-08 Time 08:10 Sent To  
Notes
2008-12-08 10:01:21I TALKED TO THE CONTRACTOR, STEPHEN & DEBRA KILTON OF
 JUST TILE & MARBLE, INC. & THEY NOTED TO ME THAT THE
 ADDRESS ON THIS PERMIT IS RIGHT AS 550 OKEECHOBEE BLVD
 # MPH # 02. THIS PERMIT IS BEING APPLIED TO THE RIGHT
 PCN# 74434321170030000 UNIT RECORD 0009 - 550
 OKEECHOBEE BLVD # MPH # 02. MR. KILTON INFORMED ME THAT
 THIS PERMIT# 08120119 IS NOT FOR AN INSTALLATION OF A
 TRAVERTINE (WHICH IS EXCLUSIVELY FOR PERMIT# 08120122),
 BUT FOR AN INSTALLATION OF 6MM CORK AS A SOUND
 SUPPRESSANT AND PORCELAIN TILES, SO PLEASE MAKE THIS
 ADJUSTMENT ON THE ORIGINAL PERMIT APPLICATION (BECAUSE
 I ONLY HAVE A COPY). THEY SAID IT IS IMPERATIVE THAT WE
 PROCESS THIS APPLICATION AS QUICKLY AS POSSIBLE BECAUSE
 THE OWNER, STEVEN PIERSON WOULD LIKE THE WORK DONE
 BEFORE CHRISTMAS. MR. OR MRS. KILTON OF JUST TILE &
 MARBLE, INC. CAN BE REACHED AT (561) 272-4900 FOR
 ADDITIONAL CLARIFICATION PURPOSES.
2008-12-05 10:36:21ROUTED COPY OF APPLICATION TO ADDRESSING MMILLER

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2008-12-16 Cont ID  
Sent By shill Date 2008-12-16 Time 09:45 Rev Time 0.00
Received By shill Date 2008-12-16 Time 09:45 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-12-08 Cont ID  
Sent By shill Date 2008-12-08 Time 11:17 Rev Time 0.00
Received By shill Date 2008-12-08 Time 11:17 Sent To  
Notes
2008-12-08 11:17:45****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
  
 1. PROVIDE INFORMATION REGARDING THE TRAVERTINE
 THICKNESS AND APPROXIMATE WEIGHT PSF, FBC16.
  
 2. AN ENGINEERING ANALYSIS IS REQUIRED TO DEMONSTRATE
 THAT THE EXISTING SLAB CAN ACCOMODATE THE ADDITIONAL
 ANTICIPATED DEAD LOAD, FBC16.
  
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-12-10 Cont ID  
Sent By adarroug Date 2008-12-10 Time 16:32 Rev Time 0.00
Received By adarroug Date 2008-12-10 Time 16:32 Sent To B
Notes
2008-12-10 16:33:01TO "SHILL" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-12-08 Cont ID  
Sent By shill Date 2008-12-08 Time 11:17 Rev Time 0.00
Received By shill Date 2008-12-05 Time 15:56 Sent To  
Notes
2008-12-05 15:56:56TO "MISC" BOX#1


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