Plan Review Details - Permit 09050350
Plan Review Stops For Permit 09050350
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-06-15 Cont ID  
Sent By shill Date 2009-06-15 Time 09:10 Rev Time 0.00
Received By shill Date 2009-06-15 Time 09:10 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-05-26 Cont ID  
Sent By shill Date 2009-05-26 Time 16:10 Rev Time 0.00
Received By shill Date 2009-05-26 Time 16:10 Sent To  
Notes
2009-05-26 16:32:38****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 2007
 FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL
  
 1. SEE FBC108.1.3.6; TEMPORARY INSTALLATION OF
 HURRICANE PROTECTION OVER EXITS ARE PERMITTED IN GROUP
 R OCCUPANCY ONLY. THIS APPEARS TO BE GROUP B (SEE FBC
 CHAPTER 3). HOWEVER, SEE FBC1008.1.3.5. THE ROLLDOWN
 SHUTTER COULD BE CONSIDERED A "SECURITY GRILL" IF IT
 MEETS THE PROVISIONS OF THIS SECTION. PLEASE NOTE ON
 THE PLAN HOW THE ROLL UP SHUTTER CAN BE OPENED FROM THE
 INSIDE.
  
 2. SEE SHEET 4 OF THE ROLL UP SHUTTER. A FACTOR OF .86
 IS TO BE APPLIED IF THE EDGE DISTANCE IS LESS THAN 3
 1/2".
  
 3. THIS APPEARS TO BE EXPOSURE C, FBC R301, FBC 1609,
 ASCE7-05. PLEASE REVISE;.
  
 4. 3.2KSI REQUIRED FOR CONCRETE STRENGTH, SEE NOTE 9,
 PAGE 11 OF THE ACCORDION PRODUCT APPROVAL. HOW HAVE YOU
 DETERMINED THAT THE CONCRETE IN THIS STRUCTURE MEETS
 THIS REQUIREMENT? ANCHOR SPACING FOR CONCRETE BLOCK MAY
 BE USED IN LIEU OF SHOWING MINIMUM 3200PSI CONCRETE
 STRENGTH.
  

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-05-26 Cont ID  
Sent By shill Date 2009-05-26 Time 16:33 Rev Time 0.00
Received By shill Date 2009-05-19 Time 13:39 Sent To  
Notes
2009-05-19 13:40:24TO MISC. BOX #1.


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