Plan Review Details - Permit 23060029
Plan Review Stops For Permit 23060029
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2023-07-10 Cont ID  
Sent By lbond Date 2023-07-10 Time 11:08 Rev Time 0.00
Received By lbond Date 2023-07-10 Time 11:08 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-06-24 Cont ID  
Sent By shill Date 2023-06-24 Time 07:19 Rev Time 0.00
Received By shill Date 2023-06-23 Time 14:41 Sent To  
Notes
2023-06-24 07:19:40****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1. PRESSURES ARE TOO LOW, SEE FBC R 301.2(1), 301.2(2).
 REVISE THE WINDOW WIND LOAD SCHEDULE TO INCLUDE WIND
 SPEED (MINIMUM 170MPH), EXPOSURE CLASSIFICATION,
 (MINIMUM EXPOSURE C - NOTE THAT THIS STRUCTURE IS
 SURROUNDED BY OPEN AREA/GOLF COURSE), MEAN ROOF HEIGHT.
 THEN RECALCULATE DESIGN PRESSURES ACCORDING TO FBC R
 301.2.
  
 FOR EXAMPLE, OPENING 1, 12.96SF, +25.6/-27.7. THE TABLE
 IN FBC R 301.2(1) SPECIFIES +31.2/-33.8 FOR 10SF.
 STRUCTURE IS ONE STORY BUT APPEARS TO HAVE A MEAN ROOF
 HEIGHT OF 20', SO COEFFICIENT OF 1.29 SHOULD BE
 APPLIED. DESIGN PRESSURES FOR OPENING 1 SHOULD BE A
 MINIMUM OF +40.25/-43.6.
  
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-07-10 Cont ID  
Sent By lbond Date 2023-07-10 Time 11:08 Rev Time 0.00
Received By lbond Date 2023-06-29 Time 09:21 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-06-24 Cont ID  
Sent By shill Date 2023-06-24 Time 07:19 Rev Time 0.00
Received By shill Date 2023-06-15 Time 10:13 Sent To  
Notes
***NONE***


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