Plan Review Details - Permit 22120578
Plan Review Stops For Permit 22120578
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2022-12-13 Cont ID  
Sent By cpuell Date 2022-12-13 Time 11:18 Rev Time 0.00
Received By cpuell Date 2022-12-13 Time 11:18 Sent To  
Notes
2022-12-13 11:19:30SIGN IS IN THE COMMON AREA, PRIMARY ADDRESS APPROPRIATE
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2023-07-11 Cont ID  
Sent By jgomez Date 2023-07-11 Time 09:43 Rev Time 0.00
Received By jgomez Date 2023-07-11 Time 09:23 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2023-06-16 Cont ID  
Sent By jgomez Date 2023-06-16 Time 14:28 Rev Time 0.00
Received By jgomez Date 2023-06-15 Time 17:41 Sent To  
Notes
2023-06-16 14:29:12SEVENTH BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22120578
 6200 S DIXIE HWY
  
 NEW COMMENT BASED ON DRAWINGS SUBMITTED:
  
 1- THE DESIGN CRITERIA SHOWN ON THE RIGHT HAND SIDE OF
 ALL THE DRAWINGS DOESN'T MATCH THE DESIGN CRITERIA
 CONSIDERED IN THE CALCULATIONS FOR THE FREE STANDING
 SIGNS SUBMITTED. ENGINEER TO REVISE INFORMATION AS
 REQUIRED TO MATCH
 SEC. 1603.1.4 FBC-BUILDING, SEC. 1609.1 FBC-BUILDING.
  
 2- DIGITAL SIGNATURE: ENGINEER'S DIGITAL SIGNATURE
 DOESN'T COMPLY WITH THE REQUIREMENTS OF FBPE.
  
 A) THE TEXT BOX LANGUAGE MUST NOT BE A PART OF THE
 DIGITAL SIGNATURE ITSELF.
 SEE FBPE.ORG/LEGAL/SIGNING-AND-SEALING-ENGINEERING-DOCU
 MENTS/ AND REVISE AS REQUIRED.
  
 B) THE TEXT BOX LANGUAGE MUST BE IDENTICAL TO THE
 SAMPLES PUBLISHED BY FBPE. SEE FBPE.ORG/LEGAL/SIGNING-A
 ND-SEALING-ENGINEERING-DOCUMENTS/ AND REVISE AS
 REQUIRED TO MATCH.
  
 61G15-23.004 PROCEDURES FOR DIGITALLY SIGNING AND
 SEALING ELECTRONICALLY TRANSMITTED PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 NOTE:
 THESE COMMENTS WERE VERIFIED WITH THE FBPE
 INVESTIGATOR. THE TEXT BOX REQUIREMENTS APPLY
  
  
 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 5 Status F Date 2023-05-16 Cont ID  
Sent By jgomez Date 2023-05-16 Time 10:38 Rev Time 0.00
Received By jgomez Date 2023-05-16 Time 10:02 Sent To  
Notes
2023-05-16 10:41:27FIFTH BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22120578
 6200 S DIXIE HWY
  
  
 PREVIOUS COMMENT:
 1-ENGINEER TO PROVIDE COMPLETE DETAIL/SPECIFICATIONS
 FOR CONSTRUCTION AND ATTACHMENT OF ALL THE ALUMINUM
 FACES AND LETTERS SHOWN ON DRAWING SUBMITTED. SPECIFY
 ALL FRAMING MEMBERS AND FASTENERS. SEC. 1609.1
 FBC-BUILDING.
  
 PROPOSED SIGN IS COMPLETELY DIFFERENT THAN EXISTING
 ONE. THIS IS NOT A REPLACEMENT. SEE EXISTING SIGN AND
 PROPOSED SIGN. ENGINEER TO PROVIDE COMPLETE
 DETAIL/SPECIFICATIONS FOR CONSTRUCTION AND ATTACHMENT
 OF SIGNS.
  
 PREVIOUS RESPONSE:
 A)ENGINEER STILL DOESN'T PROVIDE COMPLETE
 DETAILS/SPECIFICATIONS FOR THE INSTALLATION OF THE NEW
 SIGN ON THE EXISTING POSTS.
 B)ENGINEER TO SIGN AND SEAL ALL DRAWINGS SHOWING THE
 PROPOSED SIGN. NOTE: INCLUDING EXISTING AND PROPOSED
 SIGN DRAWING.
 C)ENGINEER TO REVISE THE WIND LOAD CALCULATIONS. SIZE
 OF PROPOSED SIGN DOESN'T MATCH SIZE SHOWN ON PLANS
 SUBMITTED.
  
  
 NEW RESPONSE:
 A)ENGINEER TO UPDATE CODES & SPECIFICATIONS
 INFORMATION. THE CURRENT CODE IS 2020 FBC AND THE
 CURRENT ASCE7 IS ASCE 7-16 NOT ASCE 7-10.
 SEC. 553.73 F.S.
  
 B) SUBMIT EACH DRAWING INDIVIDUALLY.
  
 C) ALL DRAWINGS TO BE SIGNED AND SEALED BY THE ENGINEER
 OF RECORD.
 CHAPTER 471 F.S.
 NOTE: PLEASE DON'T UPLOAD ANY DRAWING TO THE SIGNATURE
 FOLDER. UPLOAD ONLY IN THE DRAWINGS FOLDER.
  
 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 2023-04-19 Cont ID  
Sent By jgomez Date 2023-04-20 Time 18:44 Rev Time 0.00
Received By jgomez Date 2023-04-19 Time 17:29 Sent To  
Notes
2023-04-19 18:46:34FOURTH BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22120578
 6200 S DIXIE HWY
  
  
 PREVIOUS COMMENT:
 1-ENGINEER TO PROVIDE COMPLETE DETAIL/SPECIFICATIONS
 FOR CONSTRUCTION AND ATTACHMENT OF ALL THE ALUMINUM
 FACES AND LETTERS SHOWN ON DRAWING SUBMITTED. SPECIFY
 ALL FRAMING MEMBERS AND FASTENERS. SEC. 1609.1
 FBC-BUILDING.
  
 PROPOSED SIGN IS COMPLETELY DIFFERENT THAN EXISTING
 ONE. THIS IS NOT A REPLACEMENT. SEE EXISTING SIGN AND
 PROPOSED SIGN. ENGINEER TO PROVIDE COMPLETE
 DETAIL/SPECIFICATIONS FOR CONSTRUCTION AND ATTACHMENT
 OF SIGNS.
  
 RESPONSE:
 A)ENGINEER STILL DOESN'T PROVIDE COMPLETE
 DETAILS/SPECIFICATIONS FOR THE INSTALLATION OF THE NEW
 SIGN ON THE EXISTING POSTS.
 B)ENGINEER TO SIGN AND SEAL ALL DRAWINGS SHOWING THE
 PROPOSED SIGN. NOTE: INCLUDING EXISTING AND PROPOSED
 SIGN DRAWING.
 C)ENGINEER TO REVISE THE WIND LOAD CALCULATIONS. SIZE
 OF PROPOSED SIGN DOESN'T MATCH SIZE SHOWN ON PLANS
 SUBMITTED.
  
 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 2023-03-02 Cont ID  
Sent By jgomez Date 2023-03-02 Time 17:25 Rev Time 0.00
Received By jgomez Date 2023-03-02 Time 17:19 Sent To  
Notes
2023-03-02 17:29:53THIRD BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22120578
 6200 S DIXIE HWY
  
  
 ARCHITECTS-ENGINEERS
 FLORIDA STATUTE 553.80(2)(B):
 ARCHITECTS WITH RESPECT TO EVALUATION OF DESIGN
 PROFESSIONALS DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT
 NECESSARY, IN ORDER TO ENFORCE COMPLIANCE WITH THE
 FLORIDA BUILDING CODE AND ISSUE A PERMIT, TO REJECT
 DESIGN DOCUMENTS REQUIRED BY THE CODE THREE OR MORE
 TIMES FOR FAILURE TO CORRECT A CODE VIOLATION
 SPECIFICALLY AND CONTINUOUSLY NOTED IN EACH REJECTION,
 INCLUDING, BUT NOT LIMITED TO, EGRESS, FIRE PROTECTION,
 STRUCTURAL STABILITY, ENERGY, ACCESSIBILITY, LIGHTING,
 VENTILATION, ELECTRICAL, MECHANICAL, PLUMBING, AND GAS
 SYSTEMS, OR OTHER REQUIREMENTS IDENTIFIED BY RULE OF
 THE FLORIDA BUILDING COMMISSION ADOPTED PURSUANT TO
 CHAPTER 120, THE LOCAL GOVERNMENT SHALL IMPOSE, EACH
 TIME AFTER THE THIRD SUCH REVIEW THE PLANS ARE REJECTED
 FOR THAT CODE VIOLATION, A FEE OF FOUR TIMES THE AMOUNT
 OF THE PROPORTION OF THE PERMIT FEE ATTRIBUTED TO PLANS
 REVIEW
  
 PREVIOUS COMMENT:
 1-ENGINEER TO PROVIDE COMPLETE DETAIL/SPECIFICATIONS
 FOR CONSTRUCTION AND ATTACHMENT OF ALL THE ALUMINUM
 FACES AND LETTERS SHOWN ON DRAWING SUBMITTED. SPECIFY
 ALL FRAMING MEMBERS AND FASTENERS. SEC. 1609.1
 FBC-BUILDING.
  
 RESPONSE:
 PROPOSED SIGN IS COMPLETELY DIFFERENT THAN EXISTING
 ONE. THIS IS NOT A REPLACEMENT. ENGINEER TO SHOW
 EXISTING SIGN AND PROPOSED SIGN. ENGINEER TO PROVIDE
 COMPLETE DETAIL/SPECIFICATIONS FOR CONSTRUCTION AND
 ATTACHMENT OF SIGNS.
 NOTE: 4X PLAN REVIEW FEES WILL APPLY FOR FUTURE
 SUBMITTALS. SEE FLORIDA STATUTE 553.80(2)(B) ABOVE.
  
 ENGINEER OF RECORD TO PROVIDE A SIGNED AND SEALED
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 WITH A DESCRIPTION OF WHERE AND HOW THE COMMENT WAS
 ADDRESSED TO AVOID 4X PLAN REVIEW FEES PER FLORIDA
 STATUTE 553.80(2)(B) ABOVE. 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 2023-02-23 Cont ID  
Sent By lbond Date 2023-02-23 Time 13:58 Rev Time 0.00
Received By lbond Date 2023-02-23 Time 13:31 Sent To  
Notes
2023-02-23 14:00:26PREVIOUS COMMENTS NOT ADDRESSED-DETAILS, ATTACHEMENTS
 OF ALL NEW SIGN ELEMENTS.
 CONTACT INFO:
  
 LOUIS BOND, AIA
 BUILDING PLANS EXAMINER II
 DEVELOPMENT SERVICES DEPT.
 BUILDING DIVISION
 401 CLEMATIS STREET
 WEST PALM BEACH, FLORIDA 33401
 PH: 561-805-6729
 FX: 561-805-6676
 EMAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-01-13 Cont ID  
Sent By jgomez Date 2023-01-13 Time 14:11 Rev Time 0.00
Received By jgomez Date 2023-01-13 Time 13:51 Sent To  
Notes
2023-01-13 14:59:36BUILDING REVIEW COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #22120578
 6200 S DIXIE HWY
  
 1-ENGINEER TO PROVIDE COMPLETE DETAIL/SPECIFICATIONS
 FOR CONSTRUCTION AND ATTACHMENT OF ALL THE ALUMINUM
 FACES AND LETTERS SHOWN ON DRAWING SUBMITTED. SPECIFY
 ALL FRAMING MEMBERS AND FASTENERS. SEC. 1609.1
 FBC-BUILDING.
  
 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 6 Status P Date 2023-07-10 Cont ID  
Sent By mpeterso Date 2023-07-10 Time 08:52 Rev Time 0.00
Received By mpeterso Date 2023-07-10 Time 08:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2023-06-14 Cont ID  
Sent By mpeterso Date 2023-06-14 Time 09:12 Rev Time 0.00
Received By mpeterso Date 2023-06-14 Time 09:11 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2023-04-19 Cont ID  
Sent By mpeterso Date 2023-04-19 Time 09:58 Rev Time 0.00
Received By mpeterso Date 2023-04-19 Time 09:58 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2023-03-13 Cont ID  
Sent By mpeterso Date 2023-03-13 Time 08:03 Rev Time 0.00
Received By mpeterso Date 2023-03-13 Time 08:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2023-02-21 Cont ID  
Sent By mpeterso Date 2023-02-21 Time 10:53 Rev Time 0.00
Received By mpeterso Date 2023-02-21 Time 10:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2022-12-30 Cont ID  
Sent By mpeterso Date 2022-12-30 Time 13:28 Rev Time 0.00
Received By mpeterso Date 2022-12-30 Time 13:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2023-07-11 Cont ID  
Sent By jgomez Date 2023-07-11 Time 09:43 Rev Time 0.00
Received By jgomez Date 2023-06-28 Time 08:10 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2023-06-16 Cont ID  
Sent By jgomez Date 2023-06-16 Time 14:29 Rev Time 0.00
Received By jgomez Date 2023-06-05 Time 09:05 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-05-16 Cont ID  
Sent By jgomez Date 2023-05-16 Time 10:41 Rev Time 0.00
Received By jgomez Date 2023-05-16 Time 10:02 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-04-19 Cont ID  
Sent By jgomez Date 2023-04-19 Time 18:49 Rev Time 0.00
Received By jgomez Date 2023-04-11 Time 10:30 Sent To I
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-03-13 Cont ID  
Sent By mpeterso Date 2023-03-13 Time 08:04 Rev Time 0.00
Received By mpeterso Date 2023-02-27 Time 08:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-02-23 Cont ID  
Sent By lbond Date 2023-02-23 Time 14:01 Rev Time 0.00
Received By lbond Date 2023-02-13 Time 16:56 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-01-13 Cont ID  
Sent By jgomez Date 2023-01-13 Time 14:11 Rev Time 0.00
Received By jgomez Date 2022-12-14 Time 11:37 Sent To I
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status P Date 2023-07-11 Cont ID  
Sent By jgomez Date 2023-07-11 Time 09:42 Rev Time 0.00
Received By jgomez Date 2023-07-11 Time 09:42 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status F Date 2023-06-16 Cont ID  
Sent By mpeterso Date 2023-06-14 Time 09:15 Rev Time 0.00
Received By jgomez Date 2023-06-14 Time 09:15 Sent To  
Notes
2023-06-16 14:39:271- DIGITAL SIGNATURE: ENGINEER'S DIGITAL SIGNATURE
 DOESN'T COMPLY WITH THE REQUIREMENTS OF FBPE.
  
 A) THE TEXT BOX LANGUAGE MUST NOT BE A PART OF THE
 DIGITAL SIGNATURE ITSELF.
 SEE FBPE.ORG/LEGAL/SIGNING-AND-SEALING-ENGINEERING-DOCU
 MENTS/ AND REVISE AS REQUIRED.
  
 B) THE TEXT BOX LANGUAGE MUST BE IDENTICAL TO THE
 SAMPLES PUBLISHED BY FBPE. SEE FBPE.ORG/LEGAL/SIGNING-A
 ND-SEALING-ENGINEERING-DOCUMENTS/ AND REVISE AS
 REQUIRED TO MATCH.
  
 61G15-23.004 PROCEDURES FOR DIGITALLY SIGNING AND
 SEALING ELECTRONICALLY TRANSMITTED PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 NOTE:
 THESE COMMENTS WERE VERIFIED WITH THE FBPE
 INVESTIGATOR. THE TEXT BOX REQUIREMENTS APPLY
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-04-19 Cont ID  
Sent By jgomez Date 2023-04-19 Time 18:49 Rev Time 0.00
Received By jgomez Date 2023-04-19 Time 18:46 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-03-13 Cont ID  
Sent By mpeterso Date 2023-03-13 Time 08:04 Rev Time 0.00
Received By mpeterso Date 2023-03-13 Time 08:03 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2023-02-21 Cont ID  
Sent By mpeterso Date 2023-02-21 Time 10:55 Rev Time 0.00
Received By mpeterso Date 2023-02-21 Time 10:53 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-12-30 Cont ID  
Sent By mpeterso Date 2022-12-30 Time 13:28 Rev Time 0.00
Received By mpeterso Date 2022-12-30 Time 13:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 6 Status P Date 2023-07-05 Cont ID  
Sent By vbroglia Date 2023-07-05 Time 11:58 Rev Time 0.00
Received By vbroglia Date 2023-07-05 Time 11:58 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 5 Status P Date 2023-06-14 Cont ID  
Sent By vbroglia Date 2023-06-14 Time 09:32 Rev Time 0.00
Received By vbroglia Date 2023-06-14 Time 09:32 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 2023-04-17 Cont ID  
Sent By vbroglia Date 2023-04-17 Time 16:17 Rev Time 0.00
Received By vbroglia Date 2023-04-17 Time 16:17 Sent To  
Notes
2023-04-17 16:20:21SIGN IS WITHIN THE VISIBILITY TRIANGLE, PER THE ZONING
 CODE:
  
  
 AT ANY ROAD INTERSECTIONS, VISIBILITY SHALL NOT BE
 OBSCURED BY THE CONSTRUCTION, PLACEMENT, OR MAINTENANCE
 OF A STRUCTURE WALL, SIGN, FENCE, BERM, PLANT MATERIAL,
 SHRUBS, OR ANY SIMILAR ITEM BETWEEN 18 INCHES OR EIGHT
 FEET IN HEIGHT WITHIN A TRIANGLE BEGINNING AT THE POINT
 WHERE PROPERTY LINES MEET AT THE CORNER, THEN 20 FEET
 ALONG THE FRONT PROPERTY LINE, THENCE DIAGONALLY TO A
 POINT ALONG THE SIDE PROPERTY LINE 20 FEET FROM THE
 POINT OF BEGINNING, AND THENCE TO THE POINT OF
 BEGINNING. IN THE EVENT THE CORNER OF AN INTERSECTION
 IS ROUNDED, THE MEASUREMENT SHALL BEGIN AT THE POINT
 THE PROPERTY LINES WOULD MEET WITHOUT ROUNDING.
Review Stop Z ZONING
Rev No 3 Status F Date 2023-03-09 Cont ID  
Sent By vbroglia Date 2023-03-09 Time 10:20 Rev Time 0.00
Received By vbroglia Date 2023-03-09 Time 10:20 Sent To  
Notes
2023-03-09 10:19:553/9/2023 FAILED
  
 1. A SURVEY IS REQUIRED
  
 2. PLEASE SHOW THE SIGN DISTANCE FROM THE RIGHT-OF-WAY
  
 3. PLEASE SHOW THE MEASUREMENTS OF HOW FAR THE SIGN IS
 FROM THE ADJACENT PARKING SPOT, MUST SHOW THERE IS ROOM
 TO OPEN A DOOR
  
 4. PLEASE VISIBILITY AT INTERSECTION, PE RTHE ZONING
 CODE:
  
 AT ANY ROAD INTERSECTIONS, VISIBILITY SHALL NOT BE
 OBSCURED BY THE CONSTRUCTION, PLACEMENT, OR MAINTENANCE
 OF A STRUCTURE WALL, SIGN, FENCE, BERM, PLANT MATERIAL,
 SHRUBS, OR ANY SIMILAR ITEM BETWEEN 18 INCHES OR EIGHT
 FEET IN HEIGHT WITHIN A TRIANGLE BEGINNING AT THE POINT
 WHERE PROPERTY LINES MEET AT THE CORNER, THEN 20 FEET
 ALONG THE FRONT PROPERTY LINE, THENCE DIAGONALLY TO A
 POINT ALONG THE SIDE PROPERTY LINE 20 FEET FROM THE
 POINT OF BEGINNING, AND THENCE TO THE POINT OF
 BEGINNING. IN THE EVENT THE CORNER OF AN INTERSECTION
 IS ROUNDED, THE MEASUREMENT SHALL BEGIN AT THE POINT
 THE PROPERTY LINES WOULD MEET WITHOUT ROUNDING.
  
 5. IF PROPOSED SIGN IS NOT WITHIN THE VISIBILTY
 TRIANGLE, A LANDSCAPE BUFFER AND CURB CUT IS
 RECOMMENDED BY STAFF.
Review Stop Z ZONING
Rev No 2 Status F Date 2023-02-22 Cont ID  
Sent By vbroglia Date 2023-02-22 Time 11:54 Rev Time 0.00
Received By vbroglia Date 2023-02-22 Time 11:54 Sent To  
Notes
2023-02-22 11:55:502/22/23 FAILED
  
 PLEASE SHOW THE SETBACKS
  
 SEE PREVIOUS COMMENT FOR SETBACKS REQUIERED
  
 **** REVIEWD BY ****
 VALENTINA BROGLIA
 PLANNER
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2022-12-29 Cont ID  
Sent By vbroglia Date 2022-12-29 Time 14:46 Rev Time 0.00
Received By vbroglia Date 2022-12-29 Time 14:34 Sent To  
Notes
2022-12-29 14:39:0612/29/2022 FAILED
  
 PLEASE SHOW THE SETBACKS OF THE PROPOSED LOCATION OF
 THE LOW FREE STANDING SIGN
 HIEGHT PERMITTED IS 10 FEET, PLEASE REDUCE HIEGHT TO
 MEET REQUIRMENTS
 SEE ZONING CODE SECTION 94-408(2)
  
 LOW FREESTANDING SIGNS. THE REQUIREMENTS FOR LOW
 FREESTANDING SIGNS SHALL BE AS FOLLOWS:
 A.CONTENT: THE NAME, LOGO, AND ADDRESS OF THE BUILDING
 AND BUILDING OCCUPANTS TO WHICH THE SIGN IS ACCESSORY
 AND OTHER RELATED INFORMATION IN ADDITION, SIGNS
 PERMITTED PURSUANT TO THIS SECTION MAY CONTAIN ANY
 NONCOMMERCIAL MESSAGE WHICH HAS NOT BEEN DECLARED BY A
 COURT OF COMPETENT JURISDICTION TO BE OBSCENE,
 DEFAMATORY, OR OTHERWISE CONTRARY TO LAW.
 B.MAXIMUM SUM TOTAL AREA OF ALL LOW FREESTANDING SIGNS
 ON FRONT STREET: ONE SQUARE FOOT FOR EACH ONE LINEAR
 FOOT OF FRONT STREET FRONTAGE OF THE LOTS ON WHICH
 LOCATED.
 C.MAXIMUM SUM TOTAL AREA OF ALL LOW FREESTANDING SIGNS
 ON SIDE STREET FRONTAGE: 0.50 SQUARE FEET FOR EACH ONE
 LINEAR FOOT OF FRONT STREET FRONTAGE OF THE LOTS ON
 WHICH LOCATED.
 D.MAXIMUM NUMBER OF ALL LOW FREESTANDING SIGNS ON EACH
 LOT: ONE SIGN FOR EACH INDIVIDUAL BUSINESS OCCUPANT ON
 THE LOT TO A MAXIMUM OF THREE SIGNS.
  
 E.MINIMUM SETBACKS:
 1.FROM LOT LINE OF ANOTHER LOT: 24 FEET.
 2.FROM PUBLIC RIGHT-OF-WAY LINE: FIVE FEET.
 3.FROM INTERSECTIONS OF STREETS WITH OTHER STREETS AND
 WITH ACCESS DRIVES: AS REQUIRED BY SUBSECTION
 94-305(E).
 4.MAXIMUM HEIGHT: TEN FEET.
  
 **** REVIEWD BY ****
 VALENTINA BROGLIA
 ASSOCIATE PLANNER
 [email protected]
  


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