Plan Review Details - Permit 08080446
Plan Review Stops For Permit 08080446
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2008-08-29 Cont ID  
Sent By jgomez Date 2008-08-29 Time 11:32 Rev Time 0.00
Received By jgomez Date 2008-08-29 Time 11:32 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-08-29 Cont ID  
Sent By jgomez Date 2008-08-29 Time 08:24 Rev Time 0.00
Received By jgomez Date 2008-08-29 Time 08:24 Sent To PC
Notes
2008-08-29 08:29:23RESIDENTIAL (R3) SHUTTERS BUILDING REVIEW SECOND
 CHECKLIST.
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1- REQUESTED INSTALLATION SCHEDULE WAS NOT SUBMITTED.
 NEED TO PROVIDE COMPLETE INSTALLATION SCHEDULE OR ANY
 OTHER FORMAT THAT WILL ALLOW TO VERIFY COMPLIANCE WITH
 THE PROPOSED INSTALLATION AND LIMITATION OF PRODUCT
 APPROVAL. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 TO
 VERIFY COMPLIANCE WITH DESIGN LOADS OF SEC. R301 OF
 2004 FLORIDA RESIDENTIAL CODE.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-08-26 Cont ID  
Sent By jgomez Date 2008-08-26 Time 09:58 Rev Time 0.00
Received By jgomez Date 2008-08-26 Time 09:57 Sent To PC
Notes
2008-08-26 10:12:45RESIDENTIAL (R3) SHUTTERS, BUILDING REVIEW CHECKLIST.
  
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1- THERE ARE TWO DIFFERENTDESIGN PRESSURES
 CALCULATIONSSUBMITTEDBY TWO DIFFERENT ENGINEERS.
 PROVIDE TWO COPIES OF ENGINEERING CALCULATIONS FROM ONE
 ENGINEER ONLY.
 NOTE: ENGINEERCALCULATIONS ARE NOT REQUIRED.
 CONTRACTORMAY USE TABLE R301.2(2) OF 2004 FLORIDA
 RESIDENTIALCODE TO OBTAIN THE DESIGN PRESSURES.
  
 2- PROVIDE A COMPLETE INSTALLATION SCHEDULE AS REQUIRED
 BYTHE CITY IMPLEMENTATION STANDARD FOR WIND-BORNE
 DEBRIS IMPACT PROTECTION.SEE ATTACHED SAMPLE.
 ***NOTE:WHEN FILLING UPTHE INSTALLATION SCHEDULE
 MAKE SURE CORRECT ANCHOR SCHEDULE IS REFERENCED.FOR
 EXAMPLE, CONCRETE ANCHOR SCHEDULE MAY NOT BE USED FOR
 CONCRETE BLOCK CONSTRUCTION UNLESS PROPER TESTING IS
 PROVIDED SHOWING THATTHE SUBSTRATETORECEIVE THE
 ACCORDIONSHUTTERS IS POURED CONCRETE WITH MIN. 3,100
 PSI STRENGTH.
  
 JULIO GOMEZ
 BUILDING PLAN EXAMINER
 (561)805-6712

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-08-26 Cont ID  
Sent By jgomez Date 2008-08-26 Time 10:28 Rev Time 0.00
Received By jgomez Date 2008-08-26 Time 09:58 Sent To  
Notes
***NONE***


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