Plan Review Details - Permit 09050096
Plan Review Stops For Permit 09050096
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-05-28 Cont ID  
Sent By shill Date 2009-05-28 Time 09:36 Rev Time 0.00
Received By shill Date 2009-05-28 Time 09:36 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-05-11 Cont ID  
Sent By shill Date 2009-05-11 Time 14:12 Rev Time 0.00
Received By shill Date 2009-05-11 Time 14:11 Sent To  
Notes
2009-05-11 14:17:16****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 2007
 FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL
  
 1. SHUTTER MOUNTING CONNECTION TYPE STATES BUILDOUT,
 BUT INSIDE MOUNT IS ALSO INDICATED ON PRODUCT APPROVAL.
 THE SPAN IS LESS THAN THE OPENING; THE SPAN FOR AN
 INSIDE MOUNT IS SMALLER BUT SHOULD BE LARGER FOR A
 BUILD OUT. ANCHOR SPACING IS DETERMINED BY MOUNTING
 TYPE AND DESIGN PRESSURE; PLEASE CLARIFY SO THAT CODE
 COMPLIANCE CAN BE DETERMINED. IF TOP AND BOTTOM USE
 DIFFERENT MOUNTING DETAILS, PLEASE SPECIFY BOTH.
  
 2. CONCRETE IS SPECIFIED AS SUBSTRATE; IS THIS INTO A
 PATIO SLAB? THE SLABS FOR HOUSES IN THIS DEVELOPMENT
 WERE TYPICALLY 2500PSI, NOT 3000 PSI (MINIMUM STRENGTH
 REQUIREMENT ON PRODUCT APPROVAL, SHEET 5).
  
 3. A .71 FACTOR FOR 2" EDGE DISTANCE TO BE APPLIED TO
 ANCHOR SPACING. PLEASE CONFIRM THAT THIS HAS BEEN
 APPLIED.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-05-11 Cont ID  
Sent By shill Date 2009-05-11 Time 14:11 Rev Time 0.00
Received By shill Date 2009-05-11 Time 14:11 Sent To  
Notes
***NONE***


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