Plan Review Details - Permit 09040416
Plan Review Stops For Permit 09040416
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-06-11 Cont ID  
Sent By shill Date 2009-06-11 Time 10:15 Rev Time 0.00
Received By shill Date 2009-06-11 Time 10:15 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status   Date 2009-06-04 Cont ID  
Sent By shill Date 2009-06-04 Time 14:39 Rev Time 0.00
Received By shill Date 2009-06-04 Time 14:39 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-04-29 Cont ID  
Sent By shill Date 2009-04-29 Time 15:10 Rev Time 0.00
Received By shill Date 2009-04-29 Time 14:58 Sent To  
Notes
2009-04-29 15:09:56****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2007
 FBC EB FLORIDA BUILDING CODE 2007 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2007
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 1. PROVIDE THE UNDERPINNING PLAN. THE CITY'S SPEC
 STATES: "THE CONTRACTOR IS TO ENGAGE A SPECIALTY
 SUBCONTRACTOR WHO SHALL PREPARE AN UNDERPINNING PLAN TO
 SUPPORT COLUMN AND WALL FOOTINGS AS WELL AS THE FLOOR
 SLABS OF THE THREE CRITICAL STRUCTURES." ALSO NOTE THE
 REQUIREMENT, "ALL UNDERPINNING PLANS PRESENTED BY THE
 SUBCONTRACTOR ARE TO BE SIGNED AND SEALED BY A FLORIDA
 LICENSED PROFESSIONAL ENGINEER." THE INFORMATION
 PROVIDED (TECHNICAL DATA SHEETS FOR THE HELICAL PIER
 FOUNDATION SYSTEM) DOES NOT PROVIDE REQUIRED
 INFORMATION SUCH AS ANTICIPATED LOADS, VERIFIED
 BUILDING FOUNDATIONS INFORMATION, PIER SPACING,
 CAPACITY, AND CONFIGURATION.
  
 2. PLEASE PROVIDE A COPY OF THE CONTRACT FOR THIS JOB.
  
 3. DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED ORIGINALS
 FS471. IF THE ARDAMAN REPORT IS AND INFORMATIONAL AND
 SUPPLEMENTARY TO THE UNDERPINNING PLAN (WHICH MUST BE
 AN ORIGINAL PREPARED BY A STRUCTURAL ENGINEER), THE
 ARDAMAN REPORT CAN BE PROVIDED IN PHOTOCOPY FORM.
 HOWEVER, IT APPEARS THAT THE CONTRACTOR IS USING THE
 EXCAVATION PROTECTION REPORT PREPARED BY ARDAMAN TO
 SHOW CODE COMPLIANCE FOR PERMITTING PURPOSES. NOTE THAT
 IT APPEARS THAT THIS REPORT WAS PRELIMINARY ONLY,
 GIVING A GUIDELINE FOR BIDDING PURPOSES. A
 SPECIFICATION PREPARED BY A STRUCTURAL ENGINEER IS
 REQUIRED.
  

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-04-29 Cont ID  
Sent By shill Date 2009-04-29 Time 15:10 Rev Time 0.00
Received By shill Date 2009-04-20 Time 16:33 Sent To B
Notes
2009-04-20 16:34:08TO "MISC 1" BOX


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