Plan Review Details - Permit 22090533
Plan Review Stops For Permit 22090533
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2023-03-10 Cont ID  
Sent By dbattles Date 2023-03-10 Time 14:11 Rev Time 0.00
Received By dbattles Date 2023-03-10 Time 14:12 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2023-02-28 Cont ID  
Sent By jgomez Date 2023-02-28 Time 17:20 Rev Time 0.00
Received By jgomez Date 2023-02-28 Time 14:02 Sent To  
Notes
2023-02-28 17:45:32RESIDENTIAL (R2) FITH BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22090533
 3650 WHITEHALL DR #404
  
 1- WINDOW MULLIONS:
  
 PREVIOUS COMMENT:
 DESIGN PRESSURES WERE RESUBMITTED TO REFLECT THE
 CORRECT BUILDING HEIGHT WHICH IS 45 FEET. BASED ON
 RESUBMITTED CALCULATIONS, THE SPECIFIED MULLION DOESN'T
 MEET THE CALCULATED DESIGN PRESSURES. THEREFORE, WINDOW
 MULLION SIZE NEEDS TO BE REVISED TO MEET THE ENGINEER'S
 DESIGN PRESSURES.
 NOTE: THE CORNER MULLION IS AN STRUCTURAL MULLION. THIS
 WAS DISCUSSED WITH ROBERT BROWN (BUILDING OFFICIAL). IF
 THIS MULLION IS GOING TO BE REPLACED, THEN IT NEEDS TO
 BE REPLACED WITH THE EXACT SAME SPECIFICATIONS.
 CONTRACTOR TO PROVIDE COMPLETE SPECIFICATIONS OF THE
 EXISTING MULLION.
 OTHERWISE, PROVIDE ENGINEERING FOR STRUCTURAL MULLION.
 SEC. 107.2.1.2 CITY AMENDMENTS.
  
 RESPONSE:
 A) ENGINEERED MULLION CALCULATIONS CALCULATED BY EMMA
 T. MELLINGER, P.E. FOR OPENINGS 3,4 AND 4,5 SPECIFY 1X4
 X 0.125 MULLION. MULLION NOA 19-0405.10 SUBMITTED
 DOESN'T MEET THE CALCULATED DESIGN PRESSURES. REVISE AS
 REQUIRED. SEC. 1609.1 FBC-BUILDING.
 NOTE: THE WINDOW WIDTH (W)=W1+W2 DIVIDED BY 2.
  
 B)ENGINEERED MULLION CALCULATIONS CALCULATED BY EMMA T.
 MELLINGER, P.E. FOR OPENING 5,6 SPECIFY 3X3X0.125
 MULLION. PROVIDE PRODUCT APPROVAL FOR THIS MULLION
 SIZE. SEC. 61G20.3.001 F.A.C.
  
 C)ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
 PREVIOUS COMMENT:
 2- WINDOW OPENING CONTROL DEVICES: WINDOW OPENING
 CONTROL DEVICES ARE REQUIRED WHEN THE WINDOW SILL OF AN
 OPERABLE WINDOW IS AT A HEIGHT LESS THAN 36 INCHES
 ABOVE THE FINISHED FLOOR.
 WINDOW OPENING CONTROL DEVICES NEED TO COMPLY WITH ASTM
 F2090.
 CLEARLY SPECIFY IF THERE ARE ANY WINDOWS WHERE THE
 WINDOW SILL IS LESS THAN 36" ABOVE THE FINISH FLOOR.
 SEE SEC. 702.4 FBC-EXISTING BUILDING CODE.
  
 RESPONSE:
 THIS WILL BE VERIFIED IN THE FIELD BY THE BUILDING
 INSPECTOR. THIS COMMENT IS JUST TO GIVE HEADS UP ABOUT
 THIS REQUIREMENT.
  
 3- FBC- B 1405.4, A FLASHING DETAIL OR SPECIFICATION IS
 REQUIRED. THIS COMMENT CAN BE RESOLVED BY DOING ONE OF
 THE FOLLOWING:
  
 REVISE THE FLOOR PLAN TO NOTE THAT FLASHING IS REQUIRED
 AND NOTE THE CODE REFERENCE - EXAMPLE "FLASHING IN
 ACCORDANCE WITH FBC-B 1405.4 WILL BE INSTALLED".
 PROVIDE A WRITTEN SPECIFICATION IN LETTER FORM - THIS
 MAY INCLUDE MORE THAN ONE OPTION
 PROVIDE A FLASHING DETAIL - THIS MAY INCLUDE MORE THAN
 ONE OPTION
  
  
 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 4 Status F Date 2023-01-10 Cont ID  
Sent By jgomez Date 2023-01-10 Time 13:26 Rev Time 0.00
Received By jgomez Date 2023-01-10 Time 10:32 Sent To  
Notes
2023-01-10 13:26:26RESIDENTIAL (R2) FOURTH BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22090533
 3650 WHITEHALL DR #404
  
 1- WINDOW MULLIONS:
  
 PREVIOUS COMMENT:
 A)NEW MULLION NOA 19-0405.10 SUBMITTED:
 NEW 1X4 CUSTOM MULLION OR 2X4 MULLIONS DON'T MEET THE
 CALCULATED DESIGN PRESSURES FOR OPENINGS 3,4 AND 5.
 BECAUSE THE WIDTH OF THE WINDOW TO USE IS 54" NOT 48".
 THE WIDTH OF THE WINDOW IS THE SUM OF THE TWO WINDOWS
 ADJACENT TO THE MULLION AND DIVIDED BY 2. THEREFORE THE
 WIDTH IS 50.5". NEED TO USE THE 54" WIDTH OF PRODUCT
 APPROVAL SUBMITTED.
  
 RESPONSE:
 DESIGN PRESSURES WERE RESUBMITTED TO REFLECT THE
 CORRECT BUILDING HEIGHT WHICH IS 45 FEET. BASED ON
 RESUBMITTED CALCULATIONS, THE SPECIFIED MULLION DOESN'T
 MEET THE CALCULATED DESIGN PRESSURES. THEREFORE, WINDOW
 MULLION SIZE NEEDS TO BE REVISED TO MEET THE ENGINEER'S
 DESIGN PRESSURES.
 NOTE: THE CORNER MULLION IS AN STRUCTURAL MULLION. THIS
 WAS DISCUSSED WITH ROBERT BROWN (BUILDING OFFICIAL). IF
 THIS MULLION IS GOING TO BE REPLACED, THEN IT NEEDS TO
 BE REPLACED WITH THE EXACT SAME SPECIFICATIONS.
 CONTRACTOR TO PROVIDE COMPLETE SPECIFICATIONS OF THE
 EXISTING MULLION.
 OTHERWISE, PROVIDE ENGINEERING FOR STRUCTURAL MULLION.
 SEC. 107.2.1.2 CITY AMENDMENTS.
  
 PREVIOUS COMMENT:
 2- WINDOW OPENING CONTROL DEVICES: WINDOW OPENING
 CONTROL DEVICES ARE REQUIRED WHEN THE WINDOW SILL OF AN
 OPERABLE WINDOW IS AT A HEIGHT LESS THAN 36 INCHES
 ABOVE THE FINISHED FLOOR.
 WINDOW OPENING CONTROL DEVICES NEED TO COMPLY WITH ASTM
 F2090.
 CLEARLY SPECIFY IF THERE ARE ANY WINDOWS WHERE THE
 WINDOW SILL IS LESS THAN 36" ABOVE THE FINISH FLOOR.
 SEE SEC. 702.4 FBC-EXISTING BUILDING CODE.
  
 RESPONSE:
 THIS WILL BE VERIFIED IN THE FIELD BY THE BUILDING
 INSPECTOR. THIS COMMENT IS JUST TO GIVE HEADS UP ABOUT
 THIS REQUIREMENT.
  
 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 3 Status F Date 2022-12-30 Cont ID  
Sent By jgomez Date 2022-12-30 Time 15:06 Rev Time 0.00
Received By jgomez Date 2022-12-30 Time 09:10 Sent To  
Notes
2022-12-30 15:07:1312/30/22 COMMENTS WERE DISCUSSED WITH ROBERT BROWN
 (BUILDING OFFICIAL).
  
 RESIDENTIAL (R2) THIRD BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22090533
 3650 WHITEHALL DR #404
  
 1- WINDOW MULLIONS:
  
 PREVIOUS COMMENT:
 A)NEW MULLION NOA 19-0405.10 SUBMITTED:
 SAME COMMENT APPLIES. 1X3 MULLIONS AND 2X3 MULLIONS
 DON'T MEET THE CALCULATED DESIGN PRESSURES.
  
 RESPONSE:
 NEW 1X4 CUSTOM MULLION OR 2X4 MULLIONS DON'T MEET THE
 CALCULATED DESIGN PRESSURES FOR OPENINGS 3,4 AND 5.
 BECAUSE THE WIDTH OF THE WINDOW TO USE IS 54" NOT 48".
 THE WIDTH OF THE WINDOW IS THE SUM OF THE TWO WINDOWS
 ADJACENT TO THE MULLION AND DIVIDED BY 2. THEREFORE THE
 WIDTH IS 50.5". NEED TO USE THE 54" WIDTH OF PRODUCT
 APPROVAL SUBMITTED.
  
 PREVIOUS COMMENT:
 B)CLEARLY MARK ON THE PRODUCT APPROVAL MULLION
 FASTENING. SEC. 1609.1 FBC-BUILDING.
  
 RESPONSE:
 ANCHOR TYPE TO BE VERIFIED BASED ON CLARIFICATION OF
 ITEM ABOVE. ANCHOR TYPE IS BASED ON SUBSTRATE: CONCRETE
 OR MASONRY.
  
 PREVIOUS COMMENT:
 2- WINDOW OPENING CONTROL DEVICES: WINDOW OPENING
 CONTROL DEVICES ARE REQUIRED WHEN THE WINDOW SILL OF AN
 OPERABLE WINDOW IS AT A HEIGHT LESS THAN 36 INCHES
 ABOVE THE FINISHED FLOOR.
 WINDOW OPENING CONTROL DEVICES NEED TO COMPLY WITH ASTM
 F2090.
 CLEARLY SPECIFY IF THERE ARE ANY WINDOWS WHERE THE
 WINDOW SILL IS LESS THAN 36" ABOVE THE FINISH FLOOR.
 SEE SEC. 702.4 FBC-EXISTING BUILDING CODE.
  
 RESPONSE:
 THIS WILL BE VERIFIED IN THE FIELD BY THE BUILDING
 INSPECTOR. THIS COMMENT IS JUST TO GIVE HEADS UP ABOUT
 THIS REQUIREMENT.
  
 NEW COMMENT BASED ON INFORMATION SUBMITTED:
 3- COMPONENTS AND CLADDING WALL PRESSURE CALCULATIONS
 WERE REVISED. NEW CALCULATIONS SPECIFY A MEAN ROOF
 HEIGHT OF 40 FEET. THE MEAN ROOF HEIGHT IS INCORRECT.
 PER CITY RECORDS THE MEAN ROOF HEIGHT OF THESE
 BUILDINGS IS 45'-8". REVISE AS REQUIRED.
 NOTE: PREVIOUS CALCULATIONS WERE ALMOST CORRECT, THEY
 SHOWED A MEAN ROOF HEIGHT OF 45'.
  
 4- FIXED WINDOW NOA 20-1208.09. GLASS TYPE 'B' MARKED
 ON SHEET 2 OF 7 CANNOT BE USED. SEE DESIGN LOAD CHART
 ON SHEET 3 OF 7. NEED TO USE GLASS TYPE 'C', 'C1' OR
 'C2' OR PROVIDE ANOTHER PRODUCT APPROVAL THAT WILL MEET
 CALCULATED DESIGN PRESSURES.
 I APOLOGIZE FOR NO MENTIONING THIS ON MY PREVIOUS
 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]
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-12-08 Cont ID  
Sent By jgomez Date 2022-12-08 Time 19:00 Rev Time 0.00
Received By jgomez Date 2022-12-08 Time 18:11 Sent To  
Notes
2022-12-08 19:00:47RESIDENTIAL (R2) SECOND BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22090533
 3650 WHITEHALL DR #404
  
 ORIGINAL COMMENT:
 1- WINDOW MULLIONS:
 A)1X3 MULLIONS DON'T MEET THE CALCULATED DESIGN
 PRESSURES FOR ALL OPENINGS. REVISE AS REQUIRED. SEC.
 1609.1 FBC-BUILDING.
  
 RESPONSE:
 NEW MULLION NOA 19-0405.10 SUBMITTED:
 SAME COMMENT APPLIES. 1X3 MULLIONS AND 2X3 MULLIONS
 DON'T MEET THE CALCULATED DESIGN PRESSURES.
  
 ORIGINAL COMMENT:
 B)CLEARLY MARK ON THE PRODUCT APPROVAL MULLION
 FASTENING. SEC. 1609.1 FBC-BUILDING.
  
 RESPONSE:
 MULLION PRODUCT APPROVAL WAS NOT MARKED SHOWING
 FASTENING.
  
 ORIGINAL COMMENT:
 C) CLARIFY SIZE OF CORNER MULLION. FLOOR PLAN SUBMITTED
 SPECIFIES 3X3 MULLION, WHILE MULLION PRODUCT APPROVAL
 IS MARKED WITH A 4X4 MULLION. REVISE AS REQUIRED TO
 MATCH. SEC. 107.2.1 CITY AMENDMENTS.
  
 RESPONSE:
 NEW MULLION NOA 19-0405.10 SUBMITTED:
 2X3 MULLIONS DON'T MEET THE CALCULATED DESIGN
 PRESSURES.
  
 ORIGINAL COMMENT:
 D)MULLION FLORIDA PRODUCT APPROVAL FL34545 STATES IN
 ALL SHEETS THAT "THESE MULLIONS CAN ONLY BE USED WITH
 'MARVIN' GLAZING PRODUCTS". NEED TO PROVIDE GLAZING
 PRODUCTS TO USE WITH THESE MULLIONS OR PROVIDE ANOTHER
 MULLION PRODUCT APPROVAL.
 FAC 61G20.3.001.
  
 RESPONSE:
 NEW MULLION NOA 19-0405.10 SUBMITTED. THIS ONE IS OK,
 BUT SIZE OF MULLIONS SPECIFIED ON THE FLOOR PLAN
 DON???T MEET THE CALCULATED DESIGN PRESSURES.
  
 ORIGINAL COMMENT:
 2- WINDOW OPENING CONTROL DEVICES: WINDOW OPENING
 CONTROL DEVICES ARE REQUIRED WHEN THE WINDOW SILL OF AN
 OPERABLE WINDOW IS AT A HEIGHT LESS THAN 36 INCHES
 ABOVE THE FINISHED FLOOR.
 WINDOW OPENING CONTROL DEVICES NEED TO COMPLY WITH ASTM
 F2090.
 CLEARLY SPECIFY IF THERE ARE ANY WINDOWS WHERE THE
 WINDOW SILL IS LESS THAN 36" ABOVE THE FINISH FLOOR.
 SEE SEC. 702.4 FBC-EXISTING BUILDING CODE.
  
 RESPONSE:
 THIS WILL BE VERIFIED IN THE FIELD BY THE BUILDING
 INSPECTOR. THIS COMMENT IS JUST TO GIVE HEADS UP ABOUT
 THIS REQUIREMENT.
  
 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 2022-10-27 Cont ID  
Sent By jgomez Date 2022-10-27 Time 18:22 Rev Time 0.00
Received By jgomez Date 2022-10-27 Time 16:55 Sent To  
Notes
2022-10-27 18:24:53RESIDENTIAL (R2) BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22090533
 3650 WHITEHALL DR #404
  
 NOTE:
 LEVEL 1 ALTERATION. SEC. 602 FBC-EXISTING BUILDING.
 SEC. 702.6 FBC-EXISTING BUILDING. ALL NEW WORK SHALL
 COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS IN
 THE FLORIDA BUILDING CODE.
  
 1- WINDOW MULLIONS:
 A)1X3 MULLIONS DON'T MEET THE CALCULATED DESIGN
 PRESSURES FOR ALL OPENINGS. REVISE AS REQUIRED. SEC.
 1609.1 FBC-BUILDING.
  
 B)CLEARLY MARK ON THE PRODUCT APPROVAL MULLION
 FASTENING. SEC. 1609.1 FBC-BUILDING.
  
 C) CLARIFY SIZE OF CORNER MULLION. FLOOR PLAN SUBMITTED
 SPECIFIES 3X3 MULLION, WHILE MULLION PRODUCT APPROVAL
 IS MARKED WITH A 4X4 MULLION. REVISE AS REQUIRED TO
 MATCH. SEC. 107.2.1 CITY AMENDMENTS.
  
 D)MULLION FLORIDA PRODUCT APPROVAL FL34545 STATES IN
 ALL SHEETS THAT "THESE MULLIONS CAN ONLY BE USED WITH
 'MARVIN' GLAZING PRODUCTS". NEED TO PROVIDE GLAZING
 PRODUCTS TO USE WITH THESE MULLIONS OR PROVIDE ANOTHER
 MULLION PRODUCT APPROVAL.
 FAC 61G20.3.001.
  
 2- WINDOW OPENING CONTROL DEVICES: WINDOW OPENING
 CONTROL DEVICES ARE REQUIRED WHEN THE WINDOW SILL IS AT
 A HEIGHT LESS THAN 36 INCHES ABOVE THE FINISHED FLOOR.
 WINDOW OPENING CONTROL DEVICES NEED TO COMPLY WITH ASTM
 F2090.
 CLEARLY SPECIFY IF THERE ARE ANY WINDOWS WHERE THE
 WINDOW SILL IS LESS THAN 36" ABOVE THE FINISH FLOOR.
 SEE SEC. 702.4 FBC-EXISTING BUILDING CODE.
  
 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 I INCOMING/PROCESSING
Rev No 6 Status N Date 2023-03-10 Cont ID  
Sent By dbattles Date 2023-03-10 Time 14:12 Rev Time 0.00
Received By dbattles Date 2023-03-10 Time 14:12 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-02-28 Cont ID  
Sent By jgomez Date 2023-02-28 Time 17:46 Rev Time 0.00
Received By jgomez Date 2023-02-23 Time 14:00 Sent To I
Notes
2023-02-28 14:01:55RESUBMITTAL RECEIVED BY P.V. ON 02/23/23. JG.

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-01-10 Cont ID  
Sent By jgomez Date 2023-01-10 Time 13:30 Rev Time 0.00
Received By jgomez Date 2023-01-10 Time 10:32 Sent To I
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-12-30 Cont ID  
Sent By jgomez Date 2022-12-30 Time 15:06 Rev Time 0.00
Received By jgomez Date 2022-12-22 Time 16:46 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-12-08 Cont ID  
Sent By jgomez Date 2022-12-08 Time 19:18 Rev Time 0.00
Received By jgomez Date 2022-12-01 Time 13:03 Sent To I
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-10-27 Cont ID  
Sent By jgomez Date 2022-10-27 Time 18:24 Rev Time 0.00
Received By jgomez Date 2022-10-04 Time 10:43 Sent To I
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-02-28 Cont ID  
Sent By jgomez Date 2023-02-28 Time 17:45 Rev Time 0.00
Received By jgomez Date 2023-02-28 Time 17:45 Sent To  
Notes
2023-02-28 17:46:34NEW ENGINEERING BY EMMA T. MELLINGER, P.E.

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-01-10 Cont ID  
Sent By jgomez Date 2023-01-10 Time 13:30 Rev Time 0.00
Received By jgomez Date 2023-01-10 Time 13:30 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-12-30 Cont ID  
Sent By jgomez Date 2022-12-30 Time 15:08 Rev Time 0.00
Received By jgomez Date 2022-12-30 Time 15:07 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-10-27 Cont ID  
Sent By jgomez Date 2022-10-27 Time 18:06 Rev Time 0.00
Received By jgomez Date 2022-10-27 Time 17:04 Sent To  
Notes
***NONE***


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