Plan Review Details - Permit 22010859
Plan Review Stops For Permit 22010859
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-04-13 Cont ID  
Sent By rmcdouga Date 2022-04-13 Time 14:09 Rev Time 0.00
Received By rmcdouga Date 2022-04-13 Time 14:09 Sent To  
Notes
2022-04-13 14:09:17PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) RESOLVED.
 2) NOT RESOLVED. [ THIS SHED CAN NOT BE INSTALLED IN
 THIS JURISDICTION WITHOUT DOCUMENTS FROM THE
 MANUFACTURER THAT SHOW IT CAN WITHSTAND A 150 MPH VULT
 WINDSPEED. THE CAUTIONS ON PAGE 2 OF THE INSTRUCTIONS
 STATES THAT THE SHED IS NOT INTENDED FOR USE IN EXTREME
 WEATHER CONDITIONS. THE HURRICANES THAT WE HAVE IN THIS
 AREA WOULD BE CONSIDERED EXTREME WEATHER CONDITIONS.
 THE SUNCAST SHED THAT I LOOKED UP ONLINE WAS RATED FOR
 A WIND SPEED OF 65 MPH. ] PROVIDE CONSTRUCTION
 DOCUMENTS THAT HAVE THE WIND DESIGN DATA FOR THE SHED
 AND THAT SHOW THE SHED WILL BE ABLE TO WITHSTAND THOSE
 WIND LOADS. FBC AMENDMENTS 107.2.1 & FBC-R301
  
 3) NOT RESOLVED. [ THE ANCHORING DETAILS ARE REQUIRED
 TO BE SIGNED AND SEALED BY A FLORIDA LICENSD ENGINEER.
 ] PROVIDE DETAILS FOR THE ANCHORING OF THE SHED TO THE
 GROUND FOR WINDLOADS. FBC AMENDMENTS 107.2.1 & FBC-R301
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-03-18 Cont ID  
Sent By rmcdouga Date 2022-03-18 Time 13:24 Rev Time 0.00
Received By rmcdouga Date 2022-03-18 Time 13:24 Sent To  
Notes
2022-03-18 14:01:06PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE INFORMATION ON THE SHED THAT WAS SUBMITTED
 APPEARS TO BE IN FRENCH. SUBMIT ALL DOCUMENTS IN
 ENGLISH. FBC AMENDMENTS 107.2.1
  
 2) PROVIDE CONSTRUCTION DOCUMENTS THAT HAVE THE WIND
 DESIGN DATA FOR THE SHED AND THAT SHOW THE SHED WILL BE
 ABLE TO WITHSTAND THOSE WIND LOADS. FBC AMENDMENTS
 107.2.1 & FBC-R301
  
 3) PROVIDE DETAILS FOR THE ANCHORING OF THE SHED TO THE
 GROUND FOR WINDLOADS. FBC AMENDMENTS 107.2.1 & FBC-R301
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-04-13 Cont ID  
Sent By rmcdouga Date 2022-04-13 Time 14:09 Rev Time 0.00
Received By rmcdouga Date 2022-04-01 Time 09:30 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-03-18 Cont ID  
Sent By rmcdouga Date 2022-03-18 Time 14:01 Rev Time 0.00
Received By rmcdouga Date 2022-01-21 Time 12:38 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status N Date 2022-03-18 Cont ID  
Sent By rmcdouga Date 2022-03-18 Time 13:24 Rev Time 0.00
Received By rmcdouga Date 2022-03-18 Time 13:24 Sent To  
Notes
2022-03-18 13:25:50NO ENGINEERED DOCUMENTS WERE SUBMITTED. THE SIGNATURES
 WILL NEED TO BE RE-EXAMINED WHEN NEW DOCUMENTS ARE
 SUBMITTED.
Review Stop Z ZONING
Rev No 2 Status P Date 2022-04-08 Cont ID  
Sent By asangele Date 2022-04-08 Time 10:54 Rev Time 0.00
Received By asangele Date 2022-04-08 Time 10:54 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2022-01-31 Cont ID  
Sent By asangele Date 2022-01-31 Time 13:04 Rev Time 0.00
Received By asangele Date 2022-01-31 Time 13:02 Sent To  
Notes
2022-01-31 13:04:43FAILED: PLEASE PROVIDE THE SETBACKS OF THE SHED ON THE
 SURVEY.
 MINIMUM REQUIREMENT FROM THE PROPERTY LINE
 SIDE: 5FT
 REAR: 5FT
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER


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