Plan Review Details - Permit 22040922
Plan Review Stops For Permit 22040922
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-07-07 Cont ID  
Sent By dbattles Date 2022-07-07 Time 11:02 Rev Time 0.00
Received By dbattles Date 2022-07-07 Time 10:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-06-30 Cont ID  
Sent By dbattles Date 2022-06-30 Time 14:36 Rev Time 0.00
Received By dbattles Date 2022-06-30 Time 13:47 Sent To  
Notes
2022-06-30 15:59:14BUILDING REVIEW COMMENTS:
  
 W.P.B. PERMIT: 22040922
 REVIEWED: JUNE 30, 2022
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FLORIDA BUILDING CODE,7TH EDITION (2020)
 FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK
 BELOW)
 HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/
 BUILDING-PERMIT-FORMS
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
  
  
 THE PRESSURE DESIGN WAS RECEIVED AND REVIEWED.
 IT STATES
 OPENING 1 DESIGN PRESSURES OF +66.4 AND -64.4 INTERIOR
 ZONE
 OPENING 2 AND 3 DESIGN PRESSURES +66.4 AND -121.8
 EXTERIOR ZONE
  
 WITH THOSE DESIGN PRESSURES WE NOW NEED TO SEE THAT THE
 SELECTIONS MADE WILL EXCEED THOSE PRESSURES.
 SHEET 13 OF 20 IN PRODUCT APPROVAL SELECTS SPACING FOR
 -75 PRESSURE.
  
 PLEASE UPDATE YOUR SELECTION FOR OPENINGS 2 AND 3 TO
 MEET OR EXCEED -121.8 AS INDICATED AS DESIGN PRESSURE.
  
 ALSO, UPDATE THE INSTALLATION SCHEDULE TO SHOW THE
 DESIGN PRESSURES IN COLUMN 3. THEY SHOULD MATCH THE
 DESIGN PRESSURES FROM THE ENGINEER.
  
 PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-06-11 Cont ID  
Sent By shill Date 2022-06-11 Time 08:32 Rev Time 0.00
Received By shill Date 2022-06-11 Time 08:30 Sent To  
Notes
2022-06-11 08:37:45****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
  
 ONLY WIND LOAD ENGINEERING WAS SUBMITTED FOR 2ND REVIEW
  
 1. FBC B 1609, FS471, THE DESIGN PRESSURES SPECIFIED BY
 THE ENGINEER ARE HIGHER THAN THE DESIGN PRESURES THE
 CONTRACTOR USED TO SPECIFY FASTENING.
  
 EMAIL [email protected], REQUEST THAT THE
 DOCUMENT SE210555. LAVIA. DESIGN PRESSURE.PDF BE
 DELETED AS IT IS IN CONFLICT WITH THE ENGINEERING.
  
 SEE THE ENGINEERING PROVIDED. THE ENGINEER SPECIFIES:
  
 ZONE 4: +66.4/-66.4
 ZONE 5: +66.4/-121.8
  
 SEE THE FLOOR PLAN. THE WAY THAT THE DRAWING DEPICTS
 THE SHUTTERS, AT LEAST A PORTION IS IN ZONE 5.
 THEREFORE YOU NEED TO USE EITHER ZONE 5 PRESSURES OR
 HAVE THE ENGINEER SPECIFY DESIGN PRESSURES FOR EACH
 OPENING.
  
 OR, REDRAW THE PLAN SHOWING THE DISTANCE FROM THE
 CORNER TO THE EDGE OF THE SHUTTER.
  
 2. THE INSTALLATION SCHEDULE CANNOT BE REVIEWED UNTIL
 DESIGN PRESSURES ARE DETERMINED.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-05-16 Cont ID  
Sent By shill Date 2022-05-16 Time 10:52 Rev Time 0.00
Received By shill Date 2022-05-16 Time 10:52 Sent To  
Notes
2022-05-16 10:53:16****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. FBC B 1609, FS471, DESIGN PRESSURES FOR BUILDINGS
 OVER 60' ARE TO BE SPECIFIED BY AN ENGINEER. THE
 INSTALLATION SCHEDULE WILL NOT BEEN REVIEWED UNTIL
 DESIGN PRESSURES ARE DETERMINED.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-07-07 Cont ID  
Sent By dbattles Date 2022-07-07 Time 11:03 Rev Time 0.00
Received By dbattles Date 2022-07-01 Time 14:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-06-30 Cont ID  
Sent By dbattles Date 2022-06-30 Time 14:37 Rev Time 0.00
Received By dbattles Date 2022-06-16 Time 14:53 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-06-11 Cont ID  
Sent By shill Date 2022-06-11 Time 08:38 Rev Time 0.00
Received By shill Date 2022-06-02 Time 08:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-05-16 Cont ID  
Sent By shill Date 2022-05-16 Time 10:53 Rev Time 0.00
Received By shill Date 2022-04-20 Time 07:01 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-06-30 Cont ID  
Sent By dbattles Date 2022-06-30 Time 14:37 Rev Time 0.00
Received By dbattles Date 2022-06-30 Time 13:47 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-06-11 Cont ID  
Sent By shill Date 2022-06-11 Time 08:29 Rev Time 0.00
Received By shill Date 2022-06-11 Time 08:29 Sent To  
Notes
2022-06-11 08:30:35DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED
 ORIGINALS.
  
 IT IS MY UNDERSTANDING THAT RICHARD NEET, PE,
 ENGINEERING EXPRESS, HAS A DIGITAL SIGNATURE. PLEASE
 OBTAIN A DIGITALLY SIGNED ORIGINAL AND UPLOAD,
 RESUBMIT.
  
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-05-16 Cont ID  
Sent By shill Date 2022-05-16 Time 10:52 Rev Time 0.00
Received By shill Date 2022-05-16 Time 10:52 Sent To  
Notes
2022-05-16 10:52:16SEE BUILDING COMMENTS
  


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