Plan Review Details - Permit 22080253
Plan Review Stops For Permit 22080253
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2023-02-08 Cont ID  
Sent By pvalenti Date 2023-02-08 Time 07:54 Rev Time 0.00
Received By pvalenti Date 2023-02-08 Time 06:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2023-01-24 Cont ID  
Sent By jgomez Date 2023-01-24 Time 16:03 Rev Time 0.00
Received By jgomez Date 2023-01-24 Time 14:50 Sent To  
Notes
2023-01-24 16:03:59RESIDENTIAL (R3) FOURTH BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22080253
 8403 IRONHORSE CT.
  
 NOTE:
 NEED TO ADDRESS THE SIGNATURE REVIEW ALSO. SEE COMENT
 AT THE BOTTOM OF THIS PAGE.
  
  
 2- ACCORDING SHUTTERS:
  
 PREVIOUS COMMENT:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED
 (TOP AND BOTTOM). TYPICALLY THE BOTTOM OF WINDOW
 OPENINGS IS CONCRETE BLOCK. REVISE INSTALLATION
 SCHEDULE USING THE ANCHOR FOR CONCRETE BLOCK SUBSTRATE
 AT THE BOTTOM OR PROVIDE PROOF SHOWING BOTTOM OF
 OPENINGS HAS POURED CONCRETE WITH THE STRENGTH
 SPECIFIED ON ANCHOR SCHEDULE OF PRODUCT APPROVAL
 SUBMITTED.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 RESPONSE:
 REPEAT COMMENT. NOT ADDRESSED.
  
 NOTE:
 ACCORDION SHUTTERS SCHEDULE UPLOADED TO PROJECTDOX ON
 1/6/2023 IS MISMATCHING THE ACCORDIGN SHUTTERS AND THE
 ARMOR SCREEN SHUTTERS INFORMATION. THE TOP FORM OF THE
 THIS SHUTTER SCHEDULE IS SPECIFYING FOLDING SHUTTER
 CORPORATION SHUTTERS BUT THE ACTUAL INSTALLATION
 SCHEDULE BELOW IS SHOWING THE 8 OPENINGS TO BE COVERED
 WITH THE ARMOR SCREEN SHUTTERS NOT THE 18 OPENINGS WITH
 ACCORDING SHUTTERS.
 THIS IS WHY THERE IS SO MUCH CONFUSION.
 THE ACTUAL REVISED ACCORDION SHUTTERS INSTALLATION
 SCHEDULE WAS NEVER UPLOADED. IN ORDER TO AVOID MORE
 CONFLICTS AND DEALYS, PLEASE UPLOAD THE REVISED
 ACCORDING SHUTTERS INSTALLATION SCHEDULE ADDRESING THE
 COMMENTS.
  
 PREVIOUS COMMENT:
 B) REVISE SHUTTER GLASS SEPARATION SPECIFIED ON SHUTTER
 INSTALLATION SCHEDULE FOR OPENINGS WITH A SHUTTER SPAN
 LONGER THAN 99 INCHES. SEE SHEET 13 OF 13 OF SHUTTERS
 PRODUCT APPROVAL AND REVISE AS REQUIRED. NEED 3-1/2
 INCH GLASS SEPARATION.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 RESPONSE:
 REPEAT COMMENT. NOT ADDRESSED.
  
 NOTE:
 ACCORDION SHUTTERS SCHEDULE UPLOADED TO PROJECTDOX ON
 1/6/2023 IS MISMATCHING THE ACCORDIGN SHUTTERS AND THE
 ARMOR SCREEN SHUTTERS INFORMATION. THE TOP FORM OF THE
 THIS SHUTTER SCHEDULE IS SPECIFYING FOLDING SHUTTER
 CORPORATION SHUTTERS BUT THE ACTUAL INSTALLATION
 SCHEDULE BELOW IS SHOWING THE 8 OPENINGS TO BE COVERED
 WITH THE ARMOR SCREEN SHUTTERS NOT THE 18 OPENINGS WITH
 ACCORDING SHUTTERS.
 THIS IS WHY THERE IS SO MUCH CONFUSION.
 THE ACTUAL REVISED ACCORDION SHUTTERS INSTALLATION
 SCHEDULE WAS NEVER UPLOADED. IN ORDER TO AVOID MORE
 CONFLICTS AND DEALYS, PLEASE UPLOAD THE REVISED
 ACCORDING SHUTTERS INSTALLATION SCHEDULE ADDRESING THE
 COMMENTS.
  
  
 WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF WHERE AND
 HOW THE COMMENT WAS ADDRESSED WILL HELP TO EXPEDITE THE
 REVIEW PROCESS. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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
 [email protected]
  
  
 SIGNATURE REVIEW:
  
 THOMAS J. TWOMEY P.E DWG 1 OF 1 SUBMITTED WITH FLORIDA
 PRODUCT APPROVAL FL320-R10 NEEDS ORIGINAL
 SEAL/SIGNATURE AS REQUIRED BY CHAPTER 471 F.S. WHEN
 SUBMITTING FOR PUBLIC RECORDS.
  
 NOTE: UPLOAD THIS DRAWING IN THE DRAWINGS FOLDER.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2023-01-11 Cont ID  
Sent By jgomez Date 2023-01-11 Time 14:44 Rev Time 0.00
Received By jgomez Date 2023-01-11 Time 11:22 Sent To  
Notes
2023-01-11 14:44:32RESIDENTIAL (R3) THIRD BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22080253
 8403 IRONHORSE CT.
  
 (1)- ARMOR SCREEN ROLL-UP SHUTTERS:
  
 PREVIOUS COMMENT:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED.
 ACCORDING TO CITY RECORDS, THE COLUMNS SUPPORTING THE
 ROLL-UP SHUTTERS ARE NOT CONCRETE. THEY ARE FILLED
 CONCRETE BLOCK COLUMNS. REVISE SHUTTERS INSTALLATION
 SCHEDULE TO REFLECT CORRECT SUBSTRATE. SEC. 107.2.1
 CITY AMENDMENTS. SEC. R301.2.1 FBC-RESIDENTIAL.
  
 RESPONSE:
 REVISE ARMOR SCREEN INSTALLATION SCHEDULE:
 1-INFORMATION ON TOP OF FORM IS INCORRECT. INFORMATION
 IS FOR ARMOR SCREEN CORPORATION NOT FOR FOLDING SHUTTER
 CORPORATION.REVISE AS REQUIRED TO MATCH , INCLUDING
 PRODUCT APPROVAL NUMBER.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 2-IT IS NOT CLEAR WHICH ANCHOR IS GOING TO BE USED. TOP
 OF FORM SPECIFIES 1/4" CRETE FLEX, WHILE INSTALLATION
 SCHEDULE SPECIFIES 1/4" TAPCON. REVISE AS REQUIRED AND
 CLEARLY MARK ARMOR SCREEN CORPORATION PRODUCT APPROVAL
 UNDER THE SOLID GOUTED ACMU TABLE ON SHEET 10 OF 12 TO
 AVOID CONFLICTS/DELAYS.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 2- ACCORDING SHUTTERS:
  
 PREVIOUS COMMENT:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED
 (TOP AND BOTTOM). TYPICALLY THE BOTTOM OF WINDOW
 OPENINGS IS CONCRETE BLOCK. REVISE INSTALLATION
 SCHEDULE USING THE ANCHOR FOR CONCRETE BLOCK SUBSTRATE
 AT THE BOTTOM OR PROVIDE PROOF SHOWING BOTTOM OF
 OPENINGS HAS POURED CONCRETE WITH THE STRENGTH
 SPECIFIED ON ANCHOR SCHEDULE OF PRODUCT APPROVAL
 SUBMITTED.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 RESPONSE:
 REPEAT COMMENT. NOT ADDRESSED.
  
 PREVIOUS COMMENT:
 B) REVISE SHUTTER GLASS SEPARATION SPECIFIED ON SHUTTER
 INSTALLATION SCHEDULE FOR OPENINGS WITH A SHUTTER SPAN
 LONGER THAN 99 INCHES. SEE SHEET 13 OF 13 OF SHUTTERS
 PRODUCT APPROVAL AND REVISE AS REQUIRED. NEED 3-1/2
 INCH GLASS SEPARATION.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 RESPONSE:
 REPEAT COMMENT. NOT ADDRESSED.
  
 WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF WHERE AND
 HOW THE COMMENT WAS ADDRESSED WILL HELP TO EXPEDITE THE
 REVIEW PROCESS. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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
 [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-10-18 Cont ID  
Sent By jgomez Date 2022-10-18 Time 15:57 Rev Time 0.00
Received By jgomez Date 2022-10-18 Time 15:20 Sent To  
Notes
2022-10-18 15:58:0310/18/22 DISCUSSED WITH ROBERT BROWN THE ARMOR SCREEN
 TEST REPORT SENT BY BRYAN WASSON DIRECTOR OF DEALER
 RELATIONS OF ARMOR SCREEN CORPORATION.
 ROBERT BROWN WOULD ACCEPT THE TEST REPORT AS PART OF
 THE SITE SPECIFIC ENGINEERING PACKAGE FOR OPENING #2 IF
 THOMAS J. TWOMEY P.E. (ENGINEER OF RECORD) SUBMITS THE
 TEST REPORT AS APPROVED SHOP DRAWINGS. ENGINEER NEEDS
 TO REVIEW AND APPROVE IN WRITING THE TEST REPORT.
 NOTE: IN ADDITION NEEDS TO ADDRESS ALL OTHER BUILDING
 REVIEW COMMENTS AND ELECTRICAL COMMENTS. SEE PREVIOUS
 BUILDING REVIEW COMMENTS BELOW.
  
 RESIDENTIAL (R3) BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22080253
 8403 IRONHORSE CT.
  
 1- ARMOR SCREEN ROLL-UP SHUTTERS:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED.
 ACCORDING TO CITY RECORDS, THE COLUMNS SUPPORTING THE
 ROLL-UP SHUTTERS ARE NOT CONCRETE. THEY ARE FILLED
 CONCRETE BLOCK COLUMNS. REVISE SHUTTERS INSTALLATION
 SCHEDULE TO REFLECT CORRECT SUBSTRATE. SEC. 107.2.1
 CITY AMENDMENTS. SEC. R301.2.1 FBC-RESIDENTIAL.
  
 B) ACCORDING TO LIMITATIONS OF USE ON SHEET 1 OF 12 OF
 INSTALLATION INSTRUCTIONS FOR FLORIDA PRODUCT APPROVAL
 FL320-R10, THE MAXIMUM SPAN IS 192 INCHES. THE SPAN FOR
 OPENING #2 EXCEEDS THE MAXIMUM SPAN ALLOWED BY THE
 PRODUCT APPROVAL. SITE SPECIFIC ENGINEERING SUBMITTED
 FROM THOMAS J. TWOMEY P.E. CAN NOT BE USED IS IT
 EXCEEDS THE LIMITATIONS OF THE PRODUCT APPROVAL.
 SHUTTERS NEED TO BE TESTED AS REQUIRED BY SEC.
 R301.2.1.2 FBC-RESIDENTIAL.
  
 2- ACCORDING SHUTTERS:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED
 (TOP AND BOTTOM). TYPICALLY THE BOTTOM OF WINDOW
 OPENINGS IS CONCRETE BLOCK. REVISE INSTALLATION
 SCHEDULE USING THE ANCHOR FOR CONCRETE BLOCK SUBSTRATE
 AT THE BOTTOM OR PROVIDE PROOF SHOWING BOTTOM OF
 OPENINGS HAS POURED CONCRETE WITH THE STRENGTH
 SPECIFIED ON ANCHOR SCHEDULE OF PRODUCT APPROVAL
 SUBMITTED.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 B) REVISE SHUTTER GLASS SEPARATION SPECIFIED ON SHUTTER
 INSTALLATION SCHEDULE FOR OPENINGS WITH A SHUTTER SPAN
 LONGER THAN 99 INCHES. SEE SHEET 13 OF 13 OF SHUTTERS
 PRODUCT APPROVAL AND REVISE AS REQUIRED. NEED 3-1/2
 INCH GLASS SEPARATION.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF WHERE AND
 HOW THE COMMENT WAS ADDRESSED WILL HELP TO EXPEDITE THE
 REVIEW PROCESS. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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
 [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-08-26 Cont ID  
Sent By jgomez Date 2022-08-26 Time 09:57 Rev Time 0.00
Received By jgomez Date 2022-08-26 Time 09:57 Sent To  
Notes
2022-08-26 17:17:40RESIDENTIAL (R3) BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22080253
 8403 IRONHORSE CT.
  
 1- ARMOR SCREEN ROLL-UP SHUTTERS:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED.
 ACCORDING TO CITY RECORDS, THE COLUMNS SUPPORTING THE
 ROLL-UP SHUTTERS ARE NOT CONCRETE. THEY ARE FILLED
 CONCRETE BLOCK COLUMNS. REVISE SHUTTERS INSTALLATION
 SCHEDULE TO REFLECT CORRECT SUBSTRATE. SEC. 107.2.1
 CITY AMENDMENTS. SEC. R301.2.1 FBC-RESIDENTIAL.
  
 B) ACCORDING TO LIMITATIONS OF USE ON SHEET 1 OF 12 OF
 INSTALLATION INSTRUCTIONS FOR FLORIDA PRODUCT APPROVAL
 FL320-R10, THE MAXIMUM SPAN IS 192 INCHES. THE SPAN FOR
 OPENING #2 EXCEEDS THE MAXIMUM SPAN ALLOWED BY THE
 PRODUCT APPROVAL. SITE SPECIFIC ENGINEERING SUBMITTED
 FROM THOMAS J. TWOMEY P.E. CAN NOT BE USED IS IT
 EXCEEDS THE LIMITATIONS OF THE PRODUCT APPROVAL.
 SHUTTERS NEED TO BE TESTED AS REQUIRED BY SEC.
 R301.2.1.2 FBC-RESIDENTIAL.
  
 2- ACCORDING SHUTTERS:
 A) SHUTTERS INSTALLATION SCHEDULE SPECIFY CONCRETE AS
 THE SUBSTRATE WHERE SHUTTERS ARE GOING TO BE INSTALLED
 (TOP AND BOTTOM). TYPICALLY THE BOTTOM OF WINDOW
 OPENINGS IS CONCRETE BLOCK. REVISE INSTALLATION
 SCHEDULE USING THE ANCHOR FOR CONCRETE BLOCK SUBSTRATE
 AT THE BOTTOM OR PROVIDE PROOF SHOWING BOTTOM OF
 OPENINGS HAS POURED CONCRETE WITH THE STRENGTH
 SPECIFIED ON ANCHOR SCHEDULE OF PRODUCT APPROVAL
 SUBMITTED.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 B) REVISE SHUTTER GLASS SEPARATION SPECIFIED ON SHUTTER
 INSTALLATION SCHEDULE FOR OPENINGS WITH A SHUTTER SPAN
 LONGER THAN 99 INCHES. SEE SHEET 13 OF 13 OF SHUTTERS
 PRODUCT APPROVAL AND REVISE AS REQUIRED. NEED 3-1/2
 INCH GLASS SEPARATION.
 SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF WHERE AND
 HOW THE COMMENT WAS ADDRESSED WILL HELP TO EXPEDITE THE
 REVIEW PROCESS. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2023-01-11 Cont ID  
Sent By jleahy Date 2023-01-11 Time 14:54 Rev Time 0.00
Received By jleahy Date 2023-01-11 Time 07:38 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-08-11 Cont ID  
Sent By jleahy Date 2022-08-11 Time 16:09 Rev Time 0.00
Received By jleahy Date 2022-08-11 Time 16:06 Sent To  
Notes
2022-08-11 16:10:09FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 NEED TO SHOW ELECTRICAL BRANCH CIRCUIT SIZE AND WIRE
 SIZE.
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-02-08 Cont ID  
Sent By pvalenti Date 2023-02-08 Time 08:07 Rev Time 0.00
Received By pvalenti Date 2023-01-26 Time 16:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-01-24 Cont ID  
Sent By jgomez Date 2023-01-24 Time 16:07 Rev Time 0.00
Received By jgomez Date 2023-01-23 Time 16:13 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-01-11 Cont ID  
Sent By jleahy Date 2023-01-11 Time 14:54 Rev Time 0.00
Received By jleahy Date 2023-01-06 Time 12:31 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-10-18 Cont ID  
Sent By jgomez Date 2022-10-18 Time 16:03 Rev Time 0.00
Received By jgomez Date 2022-10-18 Time 15:19 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-08-26 Cont ID  
Sent By jgomez Date 2022-08-26 Time 17:26 Rev Time 0.00
Received By jgomez Date 2022-08-08 Time 06:17 Sent To I
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-02-08 Cont ID  
Sent By pvalenti Date 2023-02-08 Time 08:00 Rev Time 0.00
Received By pvalenti Date 2023-02-08 Time 06:30 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2023-01-24 Cont ID  
Sent By jgomez Date 2023-01-24 Time 16:07 Rev Time 0.00
Received By jgomez Date 2023-01-24 Time 16:04 Sent To  
Notes
2023-01-24 16:07:27SIGNATURE REVIEW:
  
 THOMAS J. TWOMEY P.E DWG 1 OF 1 SUBMITTED WITH FLORIDA
 PRODUCT APPROVAL FL320-R10 NEEDS ORIGINAL
 SEAL/SIGNATURE AS REQUIRED BY CHAPTER 471 F.S. WHEN
 SUBMITTING FOR PUBLIC RECORDS.
  
 NOTE: UPLOAD THIS DRAWING IN THE DRAWINGS FOLDER.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2023-01-11 Cont ID  
Sent By jgomez Date 2023-01-11 Time 13:34 Rev Time 0.00
Received By jgomez Date 2023-01-11 Time 13:34 Sent To  
Notes
2023-01-11 14:42:41SIGNATURE REVIEW:
  
 THOMAS J. TWOMEY P.E DWG 1 OF 1 SUBMITTED WITH FLORIDA
 PRODUCT APPROVAL FL320-R10 NEEDS ORIGINAL
 SEAL/SIGNATURE AS REQUIRED BY CHAPTER 471 F.S. WHEN
 SUBMITTING FOR PUBLIC RECORDS.
  
 NOTE: UPLOAD THIS DRAWING IN THE DRAWINGS FOLDER.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-08-26 Cont ID  
Sent By jgomez Date 2022-08-26 Time 17:20 Rev Time 0.00
Received By jgomez Date 2022-08-26 Time 17:19 Sent To  
Notes
2022-08-26 14:57:34THOMAS J. TWOMEY P.E DWG 1 OF 1 SUBMITTED WITH FLORIDA
 PRODUCT APPROVAL FL320-R10 NEEDS ORIGINAL
 SEAL/SIGNATURE AS REQUIRED BY CHAPTER 471 F.S. WHEN
 SUBMITTING FOR PUBLIC RECORDS.
  
  


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