Plan Review Details - Permit 19061267
Plan Review Stops For Permit 19061267
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-03-11 Cont ID  
Sent By rmcdouga Date 2020-03-11 Time 07:23 Rev Time 0.00
Received By rmcdouga Date 2020-03-11 Time 07:01 Sent To I
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-03-02 Cont ID  
Sent By rmcdouga Date 2020-03-02 Time 18:40 Rev Time 0.00
Received By rmcdouga Date 2020-03-02 Time 18:40 Sent To I
Notes
2020-03-02 18:40:38PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SOME OF THE INFORMATION PROVIDED IN THE INSTALLATION
 SCHEDULE APPEARS TO BE INCORRECT. FBC 107.2.1
 A) THE SHUTTER SPANS SHOULD BE MORE THAN THE OPENING
 HEIGHT BASED ON THE EDGE DISTANCE REQUIREMENTS. PLEASE
 CORRECT.
 B) BASED ON THE POURED CONCRETE ANCHOR SPACING SCHEDULE
 ON SHEET 12, THE SPACING OF THE ANCHORS FOR WALL HEADER
 MOUNTING "A" AND WALL SILL MOUNTING "D" IS 10" FOR A
 NEGATIVE DESIGN LOAD OF 60 PSF. YOU USE NEGATIVE 60 PSF
 BECAUSE THE WALL PRESSURE FOR THE OPENINGS IS MORE THAN
 40 PSF AND 60 PSF IS THE NEXT HIGHER PRESSURE ON THE
 SCHEDULE. PLEASE CORRECT.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-07-08 Cont ID  
Sent By rmcdouga Date 2019-07-08 Time 08:39 Rev Time 0.00
Received By rmcdouga Date 2019-07-08 Time 07:12 Sent To I
Notes
2019-07-08 08:39:16PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE PROJECT IS LOCATED IN EXPOSURE CATEGORY C. THE
 COMPONENT AND CLADDING PRESSURES AND THE EXPOSURE
 CATEGORY LISTED ON THE FORM THAT WAS SUBMITTED IS
 EXPOSURE CATEGORY B. IN ORDER TO USE EXPOSURE B, YOU
 WILL NEED TO PROVIDE A SITE SPECIFIC ANALYSIS SHOWING
 THAT THIS PROPERTY IS ACTUALLY EXPOSURE CATEGORY B. THE
 ANALYSIS IS REQUIRED TO BE PRODUCED BY AND SIGNED AND
 SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. FBC
 107.2.1 & FS 471
  
 2) THE MEAN ROOF HEIGHT FOR THIS BUILDING IS 25 FEET
 PER THE INFORMATION THAT YOU PROVIDED. YOU NEED TO USE
 THE MEAN ROOF HEIGHT OF THE BUILDING FOR DETERMINING
 THE COMPONENT AND CLADDING PRESSURES FOR THE SHUTTERS.
 FBC R301.2.1
  
 FBC - R 301.2.1.2 SUBMIT TWO COPIES OF AN INSTALLATION
 SCHEDULE AND KEY PLAN FOR THE STORM PANELS. SPECIFY THE
 OPENING SIZE, THE WIND PRESSURES, TYPE OF ANCHOR,
 ANCHOR SPACING, EDGE DISTANCE, PANEL LENGTH, PANEL
 SPAN, SEPARATION DISTANCE FROM PANEL TO GLASS AND THE
 APPLICABLE SECTION NUMBER FROM THE INSTALLATION
 DRAWINGS. I HAVE INCLUDED A LINK TO THE CONSTRUCTION
 SERVICES DEPARTMENT SITE THAT HAS MANY OF THE RELATED
 FORMS INCLUDING
 THE SCHEDULE FOR INSTALLATION OF OPENING PROTECTIVE
 DEVICES.
 HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-03-11 Cont ID  
Sent By rmcdouga Date 2020-03-11 Time 08:34 Rev Time 0.00
Received By rmcdouga Date 2020-03-06 Time 14:05 Sent To  
Notes
2020-03-09 14:05:23RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-03-02 Cont ID  
Sent By rmcdouga Date 2020-03-02 Time 18:40 Rev Time 0.00
Received By rmcdouga Date 2020-02-28 Time 13:30 Sent To  
Notes
2020-03-02 13:31:00RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-07-08 Cont ID  
Sent By rmcdouga Date 2019-07-08 Time 08:39 Rev Time 0.00
Received By rmcdouga Date 2019-06-26 Time 10:17 Sent To  
Notes
***NONE***


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