Plan Review Notes
Plan Review Notes For Permit 09010363
Permit Number 09010363
Review Stop B
Sequence Number 2
Notes
Date Text
2009-03-24 16:39:55****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. SHEET 14, CONCRETE TO BE MINIMUM F'C = 3KSI. PLEASE
 PROVIDE EVIDENCE THAT THE CONCRETE MEETS THIS
 REQUIREMENT, OR A SITE SPECIFIC FROM THE ENGINEER
 ADDRESSING THIS ISSUE, ESPECIALLY AS A RESIDENTIAL
 CONCRETE SLAB IS USUALLY 2500PSI. FBC16
  
 2ND REVIEW, A LETTER FROM A DESIGN PROFESSIONAL WAS
 SUBMITTED WHICH DUPLICATED FBC TABLE 1904.2.2. IT IS
 NOT CLEAR WHY THIS WAS SUBMITTED, FOR THE FOLLOWING
 REASONS:
  
 A. THIS HOUSE WAS NOT CONSTRUCTED UNDER FBC2007, SO
 THIS TABLE WOULD NOT BE INDICATIVE OF HOW THIS
 STRUCTURE WAS BUILT.
  
 B. AN AREA WITH "NEGLIGIBLE EXPOSURE" REQUIRES 2500PSI.
 PLEASE SEE THE MAP ASSOCIATED WITH FBC TABLE 1904.2.2;
 FLORIDA IS IN A "NEGLIGIBLE EXPOSURE" AREA, SO MINIMUM
 DESIGN STRENGTH UNDER CURRENT CODE IS 2500PSI. THE
 PRODUCT APPROVAL SUBMITTED REQUIRES 3000PSI TO USE
 ANCHOR SPACING FOR CONCRETE SUBSTRATE.
  
 2. PLEASE CONTACT ME BY TELEPHONE IF YOU WISH TO
 DISCUSS OPTIONS TO GET THIS MATTER RESOLVED.


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