Plan Review Details - Permit 21090525
Plan Review Stops For Permit 21090525
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-11-23 Cont ID  
Sent By jgomez Date 2021-11-23 Time 15:49 Rev Time 0.00
Received By jgomez Date 2021-11-23 Time 15:03 Sent To  
Notes
2021-11-23 15:50:2611/23/21 EMAIL FROM CONTRACTOR:
  
 MR.GOMEZ,
 AS PER OUR CONVERSATION WE HAD EARLIER THIS MORNING,
 DURING THE INSTALLATION OF SHUTTERS WE ARE GOING TO BE
 USING 1/4 DEWALT PANELMATE ANCHORS. ON TOP & THE BOTTOM
 INSTEAD OF TAPCON,
 THE SPACING WILL BE NOT MORE THAN 4IN.
 THANK YOU SO MUCH FOR YOUR HELP AND ASSISTANCE,
 HAPPY HOLIDAYS!
 SINCERELY
 ZINAIDA STOTLAND
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-11-23 Cont ID  
Sent By jgomez Date 2021-11-23 Time 10:51 Rev Time 0.00
Received By jgomez Date 2021-11-23 Time 09:28 Sent To  
Notes
2021-11-23 11:15:02RESIDENTIAL (R3) SHUTTERS, SECOND BUILDING REVIEW
 COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #21090525
  
 NOTE: SEC. 702.6 FBC-EXISTING BUILDING. ALL NEW WORK
 SHALL COMPLY WITH THE MATERIALS AND METHODS
 REQUIREMENTS IN THE FLORIDA BUILDING CODE.
  
 ORIGINAL COMMENT:
 1- PROVIDE SHUTTERS COMPLETE INSTALLATION SCHEDULE AS
 REQUIRED BY CITY IMPLEMENTATION STANDARD FOR WIND-BORNE
 DEBRIS IMPACT PROTECTION FOR THE FLORIDA BUILDING CODE.
 SEE CITY SAMPLE. ALL THE COLUMNS NEED TO BE COMPLETED.
 ALTERNATIVELY, YOU MAY PROVIDE COMPLETE INSTALLATION
 SCHEDULE IN ANY OTHER FORMAT AS LONG AS ALL THE
 REQUIRED INFORMATION IS PROVIDED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 RESPONSE:
 BASED ON SHUTTERS PRODUCT APPROVAL FL12549-R7 THE
 INSTALLATION SCHEDULE NEEDS TO BE REVISED. SEC. 107.2.1
 CITY AMENDMENTS:
 A) 2" ITW TAPCON DOESN'T PROVIDE 1-3/4" EMBEDMENT INTO
 CONCRETE AS REQUIRED BY ANCHOR SCHEDULE ON SHEET 11 OF
 12.
 B) DESIGN PRESSURES DON'T MATCH THOSE SHOWN ON THE
 DESIGN PRESSURES CHART SUBMITTED.
 NOTE: BASED ON THE DESIGN PRESSURES CHART SUBMITTED
 NEED TO USE THE 60PSF DESIGN PRESSURES TO DETERMINE THE
 ANCHOR SPACING.
 C) BOTTOM OF OPENING IS CONCRETE BLOCK. NEED TO USE THE
 CONCRETE BLOCK ANCHOR SCHEDULE. REVISE ANCHOR SPACING
 AS REQUIRED.
 NOTE: BASED ON ON THE ANCHOR SCHEDULE ON SHEET 12 OF 12
 IT LOOKS LIKE THE 1/4" ITW TAPCON CAN NOT BE USED.
 REVISE AS REQUIRED. NEED TO USE ANOTHER FASTENER TYPE.
  
 NOTE:
 MINIMUM EDGE DISTANCE EXCLUDES STUCCO FINISH.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-10-25 Cont ID  
Sent By jgomez Date 2021-10-25 Time 15:16 Rev Time 0.00
Received By jgomez Date 2021-10-25 Time 15:16 Sent To  
Notes
2021-10-25 15:46:15RESIDENTIAL (R3) SHUTTERS, BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #21090525
  
 NOTE: SEC. 702.6 FBC-EXISTING BUILDING. ALL NEW WORK
 SHALL COMPLY WITH THE MATERIALS AND METHODS
 REQUIREMENTS IN THE FLORIDA BUILDING CODE.
  
 1- PROVIDE SHUTTERS COMPLETE INSTALLATION SCHEDULE AS
 REQUIRED BY CITY IMPLEMENTATION STANDARD FOR WIND-BORNE
 DEBRIS IMPACT PROTECTION FOR THE FLORIDA BUILDING CODE.
 SEE CITY SAMPLE. ALL THE COLUMNS NEED TO BE COMPLETED.
 ALTERNATIVELY, YOU MAY PROVIDE COMPLETE INSTALLATION
 SCHEDULE IN ANY OTHER FORMAT AS LONG AS ALL THE
 REQUIRED INFORMATION IS PROVIDED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
  
 2- RAMMS ENGINEERING, INC. DESIGN PRESSURES
 CALCULATIONS SUBMITTED:
 A) CALCULATIONS NEED THE ORIGINAL SEAL AND SIGNATURE OF
 THE ENGINEER AS REQUIRED BY CHAPTER 471 FLORIDA
 STATUTES WHEN SUBMITTING DOCUMENTS/PLANS FOR PUBLIC
 RECORDS.
 NOTE: SUBMIT CALCULATIONS ELECTRONICALLY WITH
 ENGINEER'S DIGITAL SIGNATURE OR PROVIDE HARD COPY
 CALCULATIONS WITH ENGINEER'S ORIGINAL SEAL AND
 SIGNATURE.
  
 B)CURRENT BUILDING CODE IS 2020 FBC NOT 2017. AND, 2020
 FBC REFERENCES THE ASCE 7-16 NOT ASCE 7-10. ENGINEER TO
 REVISE CALCULATIONS.
 CHAPTER 553 F.S.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-11-23 Cont ID  
Sent By jgomez Date 2021-11-23 Time 15:50 Rev Time 0.00
Received By jgomez Date 2021-11-23 Time 15:03 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-11-23 Cont ID  
Sent By jgomez Date 2021-11-23 Time 11:16 Rev Time 0.00
Received By jgomez Date 2021-11-22 Time 07:26 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-10-25 Cont ID  
Sent By jgomez Date 2021-10-25 Time 15:17 Rev Time 0.00
Received By jgomez Date 2021-09-13 Time 11:51 Sent To I
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status N Date 2021-11-23 Cont ID  
Sent By jgomez Date 2021-11-23 Time 11:15 Rev Time 0.00
Received By jgomez Date 2021-11-23 Time 11:15 Sent To  
Notes
2021-11-23 11:15:55ENGINEER DESIGN PRESSURES ARE NOT GOING TO BE USED. SEE
 PRESCRIPTIVE CHART. JG.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-10-25 Cont ID  
Sent By jgomez Date 2021-10-25 Time 15:47 Rev Time 0.00
Received By jgomez Date 2021-10-25 Time 15:46 Sent To  
Notes
2021-10-25 15:48:03DIGITAL SIGNATURE REVIEW:
  
 1- RAMMS ENGINEERING, INC. DESIGN PRESSURES
 CALCULATIONS SUBMITTED:
 A) CALCULATIONS NEED THE ORIGINAL SEAL AND SIGNATURE OF
 THE ENGINEER AS REQUIRED BY CHAPTER 471 FLORIDA
 STATUTES WHEN SUBMITTING DOCUMENTS/PLANS FOR PUBLIC
 RECORDS.
 NOTE: SUBMIT CALCULATIONS ELECTRONICALLY WITH
 ENGINEER'S DIGITAL SIGNATURE OR PROVIDE HARD COPY
 CALCULATIONS WITH ENGINEER'S ORIGINAL SEAL AND
 SIGNATURE.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712


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