Plan Review Details - Permit 08100237
Plan Review Stops For Permit 08100237
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2008-12-18 Cont ID  
Sent By shill Date 2008-12-18 Time 17:14 Rev Time 0.00
Received By shill Date 2008-12-18 Time 17:14 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2008-12-03 Cont ID  
Sent By shill Date 2008-12-03 Time 15:11 Rev Time 0.00
Received By shill Date 2008-12-03 Time 15:11 Sent To  
Notes
2008-12-03 15:16:08COURTESY PARTIAL REVIEW
 ****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 2004
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
  
 THIS IS A CURSORY REVIEW; LIST MAY NOT BE COMPLETE
  
 1. SEE SHEET 6, 2 1/2" EDGE DISTANCE REQUIRES A FACTOR
 OF .71. 9" SPACING HAS BEEN CIRCLED ON THE PRODUCT
 APPROVAL, 9 X .71 = 6.39, BUT INSTALLATION SCHEDULE
 SPECIFIES 7.74. SEE OTHER COMMENTS REGARDING ANCHOR
 SPACING.
  
 2. SHUTTER CONNECTION MOUNTING TYPE SHOULD CORRELATE
 WITH THE ANCHOR CHART. YOU'VE CIRCLED ANCHOR SPACING IN
 COLUMN "D", BUT HAVE SPECIFIED P-P3, NOT SURE WHAT THAT
 MEANS IN RELATION TO THE ANCHOR CHARTS.
  
 3. A DESIGN PRESSURE OF -70.6 HAS BEEN SPECIFIED,
 SHOULD USE THE ROW FOR 60 - 100. HOWEVER -70.6 IS VERY
 HIGH FOR A 15' STRUCTURE LOCATED IN EXPOSURE B. IT IS
 ACCEPTABLE TO EXCEED CODE COMPLIANCE BUT IF YOU STATE
 YOU ARE DESIGNING TO -70.6PSF, ANCHOR SPACING MUST
 COMPLY.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU NEED ASSISTANCE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-11-12 Cont ID  
Sent By shill Date 2008-11-12 Time 13:58 Rev Time 0.00
Received By shill Date 2008-11-12 Time 13:58 Sent To  
Notes
2008-11-12 14:05:51****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 2004
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
  
  
 1. SEE SHEET 6, SPACING IS FOR 3" EDGE DISTANCE. 2"
 EDGE DISTANCE REQUIRES A FACTOR OF .5.
  
 2. PLEASE CLARIFY HOW YOU HAVE DETERMINED 3000PSI
 CONCRETE STRENGTH. IT STATES THAT A TEST WAS PERFORMED.
 PLEASE INDICATE WHICH TESTING METHOD WAS USED. FBC
 R301.
  
 2ND REVIEW, NOT ADDRESSED. PUTTING A TAPCON INTO
 CONCRETE DOES NOT PROVIDE INFORMATION REGARDING THE
 STRENGTH OF THE CONCRETE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-10-17 Cont ID  
Sent By shill Date 2008-10-17 Time 13:55 Rev Time 0.00
Received By shill Date 2008-10-17 Time 13:55 Sent To  
Notes
2008-10-17 13:55:42****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 2004
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
  
  
 1. COMPLETE THE ATTACHED INSTALLATION SCHEDULE OR
 PROVIDE ALL INFORMATION TO SHOW CODE COMPLIANCE IN
 ANOTHER FORMAT, FBC*106, FBC R301, FBC1609. TWO SETS
 REQUIRED.
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/PDF/SCHEDULE_FOR_
 INSTALLATION.PDF
  
 2. PLEASE CLARIFY HOW YOU HAVE DETERMINED 3000PSI
 CONCRETE STRENGTH. IT STATES THAT A TEST WAS PERFORMED.
 PLEASE INDICATE WHICH TESTING METHOD WAS USED. FBC
 R301.
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-12-15 Cont ID  
Sent By adarroug Date 2008-12-15 Time 11:19 Rev Time 0.00
Received By adarroug Date 2008-12-15 Time 11:19 Sent To B
Notes
2008-12-15 11:19:49TO "SHILL' DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-11-05 Cont ID  
Sent By adarroug Date 2008-11-05 Time 16:25 Rev Time 0.00
Received By adarroug Date 2008-11-05 Time 16:25 Sent To B
Notes
2008-11-05 16:25:47TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-10-17 Cont ID  
Sent By shill Date 2008-10-17 Time 13:55 Rev Time 0.00
Received By shill Date 2008-10-10 Time 11:44 Sent To  
Notes
2008-10-10 11:44:47TO "MISC" BOX#1


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