Plan Review Details - Permit 21091182
Plan Review Stops For Permit 21091182
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2022-02-14 Cont ID  
Sent By cpuell Date 2022-02-14 Time 16:54 Rev Time 0.00
Received By cpuell Date 2022-02-14 Time 16:54 Sent To  
Notes
2022-02-14 16:55:57PARCEL SPLIT NEW PCN 74434319260010000 BJS GIVEN THE
 ADDRESS OF 777 W EXECUTIVE CENTER DR, APPLICANT
 INFORMED THAT NEW ADDRESS WILL NEED TO BE ON PLANS.

Review Stop AD ADDRESSING
Rev No 2 Status F Date 2022-02-08 Cont ID  
Sent By cpuell Date 2022-02-08 Time 11:09 Rev Time 0.00
Received By cpuell Date 2022-02-08 Time 11:09 Sent To  
Notes
2022-02-08 11:11:1374434319190000000 SUBDIVIDED INTO TWO PARCELS WITH THE
 PCNS: 74434319260010000 AND 74434319260020000 THIS
 PROJECT NOW HAS THE NEW PCN OF 74434319260010000. A NEW
 ADDRESS NEEDS TO BE ESTABLISHED FOR THIS PROJECT, THE
 NEW BUILDING CANNOT HAVE THE SAME ADDRESS AS
 BRANDSMART. PLEASE CONTACT [email protected] OR CALL
 561-805-6659 TO HAVE AN ADDRESS ESTABLISH,

Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-09-26 Cont ID  
Sent By cpuell Date 2021-09-26 Time 08:25 Rev Time 0.00
Received By cpuell Date 2021-09-26 Time 08:25 Sent To  
Notes
2021-09-26 08:29:46CURRENT OWNER FOR PARCEL 74434319190000000 IS
 BRANDSMART USA OF WEST PALM BEACH INC PLEASE PROVIDE A
 WARRANTY DEED TO SHOW CHANGE OF OWNERSHIP TO BJ PALM
 BEACH LLC. IS THE PARCEL IS TO BE SUBDIVIDED? PLEASE
 CONTACT [email protected] OR CALL 561-805-6659 FOR THE NEW
 BUILDING TO BE ISSUED AN ADDRESS.

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 4 Status P Date 2023-03-30 Cont ID  
Sent By swelter Date 2023-03-30 Time 13:20 Rev Time 0.00
Received By swelter Date 2023-03-30 Time 13:22 Sent To  
Notes
2023-03-30 13:21:55INVOICE SENT MARCH 17TH TO TRACEY L. CHOUINARD,BJ'S
 WHOLESALE CLUB, INC. - ART ASSESSMENT FEE IS DUE NOW

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 3 Status P Date   Cont ID  
Sent By   Date 2023-03-31 Time   Rev Time 0.00
Received By swelter Date 2023-03-31 Time 14:18 Sent To  
Notes
2023-03-31 14:17:55PUBLIC ART COMPLETED 3.31.2023

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status F Date 2022-08-11 Cont ID  
Sent By scwelter Date 2022-05-18 Time 13:56 Rev Time 0.00
Received By swelter Date 2022-08-29 Time 09:50 Sent To  
Notes
2022-05-18 13:58:32APPLICANT WAS SENT AN ART ASSESSMENT APPLICATION
 8.26.2022 NEEDS TO BE COMPLETED AND SUBMITTED TO
 [email protected]
  
 CONTACT SYBILLE WELTER ASAP [email protected]
  
  
  
 MAY 18TH - DEVELOPMENT SUBJECT TO PUBLIC ART
 REQUIREMENT SEE PREVIOUS NOTES. CONTACT
 [email protected]

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2023-04-04 Cont ID  
Sent By scwelter Date 2021-09-27 Time 14:23 Rev Time 0.00
Received By swelter Date 2023-04-04 Time 09:57 Sent To  
Notes
2023-04-04 09:56:47ART ASSESSMENT COMPLETED - 3.31.2023
2021-09-27 14:24:02TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE OVER
 $500,000 IT IS SUBJECT TO THE PUBLIC ART REQUIREMENT AS
 PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 PLEASE CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-08-04 Cont ID  
Sent By rmcphers Date 2022-08-04 Time 11:44 Rev Time 0.00
Received By rmcphers Date 2022-08-04 Time 11:44 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-05-17 Cont ID  
Sent By rmcphers Date 2022-05-17 Time 11:37 Rev Time 0.00
Received By rmcphers Date 2022-05-17 Time 11:37 Sent To  
Notes
2022-05-17 11:38:45NEW COMMERCIAL BUILDING
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS AS LISTED ON THE DRAWINGS FOR THE
 EXTERIOR DOORS, WINDOWS, LOUVERS, ROOFING SYSTEMS,
 EXTERIOR WALL CLADDING, ETC. - ALL PRODUCT APPROVALS
 NEED TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING
 DESIGNER OF RECORD IF NOT LISTED ON THE DRAWINGS. FBC
 WPB 107.3.4
  
 2) A RESIDENT/SPECIAL INSPECTOR IS REQUIRED FOR THE
 TILT WALLS AND STEEL JOIST, STEEL COLUMNS INSPECTIONS -
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 3) ROOFING SYSTEMS, COMPONET PRODUCT APPROVALS
 (WINDOWS, DOORS, EXTERIOR CLADDING PRODUCT APPROVALS)
 MAY BE DEFERRED SUBMITTALS BY LISTING THEM ON THE
 DRAWINGS. FBC WPB 107.3.4.1 DEFERRED SUBMITTALS. FOR
 THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-03-01 Cont ID  
Sent By rmcphers Date 2022-03-01 Time 12:47 Rev Time 0.00
Received By rmcphers Date 2022-03-01 Time 12:34 Sent To  
Notes
2022-03-01 12:47:43NEW COMMERCIAL BUILDING
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS AS LISTED ON THE DRAWINGS FOR THE
 EXTERIOR DOORS, WINDOWS, LOUVERS, ROOFING SYSTEMS,
 EXTERIOR WALL CLADDING, ETC. - ALL PRODUCT APPROVALS
 NEED TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING
 DESIGNER OF RECORD IF NOT LISTED ON THE DRAWINGS. FBC
 WPB 107.3.4
  
 2) A RESIDENT/SPECIAL INSPECTOR IS REQUIRED FOR THE
 TILT WALLS AND STEEL JOIST, STEEL COLUMNS INSPECTIONS -
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 3) ROOFING SYSTEMS, COMPONET PRODUCT APPROVALS
 (WINDOWS, DOORS, EXTERIOR CLADDING PRODUCT APPROVALS)
 MAY BE DEFERRED SUBMITTALS BY LISTING THEM ON THE
 DRAWINGS. FBC WPB 107.3.4.1 DEFERRED SUBMITTALS. FOR
 THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 4) SEPARATE PERMITS ARE REQUIRED FOR - BUILDING DEMO,
 SITE LIGHTING, RETAINING WALLS, CONCRETE SITE WALLS,
 PARKING LOT
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-11-24 Cont ID  
Sent By rmcphers Date 2021-11-24 Time 15:56 Rev Time 0.00
Received By rmcphers Date 2021-11-23 Time 16:34 Sent To  
Notes
2021-11-24 15:54:37NEW COMMERCIAL BUILDING
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE SHOW THE TERMITE PROTECTION REQUIREMENT PER
 FBC 1816
  
 2) PLEASE PROVIDE A SITE PLAN SHOWING THE FOLLOWING
 INFORMATION 107.2.5 SITE PLAN. THE CONSTRUCTION
 DOCUMENTS SUBMITTED WITH THE APPLICATION FOR PERMIT
 SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE
 THE SIZE AND LOCATION OF NEW CONSTRUCTION AND EXISTING
 STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE
 ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED
 GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS
 APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN
 FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE
 WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE
 SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY PROPOSED
 WATER RETAINING SWALES)
  
 3) PLEASE PROVIDE A SURVEY.
  
 4) PLEASE PROVIDE A SOIL REPORT (GEOTECHNICAL REPORT)
 AS LISTED ON THE DRAWINGS.
  
 5) PLEASE PROVIDE THE EIFS DETAILS OR THE PRODUCT
 APPROVAL FOR THE EIFS EXTERIOR WALL SYSTEM.
  
 6) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVAL FOR THE EXTERIOR DOORS, WINDOWS,
 LOUVERS, ROOFING SYSTEMS, EXTERIOR WALL CLADDING, ETC.
 - ALL PRODUCT APPROVALS NEED TO BE REVIEWED AND MARKED
 APPROVED BY THE BUILDING DESIGNER OF RECORD FBC WPB
 107.3.4
  
 7) DRAWING A650 - PLEASE SHOW THE DOOR MANEUVERING
 CLEARANCE (18' BESIDE THE LATCH SIDE OF THE DOOR) TO
 EXIT THE FAMILY RESTROOM (107) FBC ACCESSIBILITY
 404.2.4
  
 8) ACCESSIBLE RESTROOMS - THE 18' VERTICAL GRAB BAR
 BESIDE THE TOILET IS NOT REQUIRED PER THE FBC
 ACCESSIBILITY - PLEASE SHOW THE 12' CLEARANCE ABOVE THE
 HORIZONTAL GRAB BAR PER FBC ACCESSIBILITY 609.3 THE
 SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE
 SHALL BE 12 INCHES (305 MM) MINIMUM.
  
 9) A RESIDENT/SPECIAL INSPECTOR IS REQUIRED FOR THE
 TILT WALLS AND STEEL JOIST, STEEL COLUMNS INSPECTIONS -
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 10) PLEASE SHOW STORAGE RACKS ATTACHMENT TO THE
 FOUNDATION AND COMPLIANCE WITH FBC 2209.1 STORAGE
 RACKS.
 THE DESIGN, TESTING AND UTILIZATION OF STORAGE RACKS
 MADE OF COLD-FORMED OR HOT-ROLLED STEEL STRUCTURAL
 MEMBERS SHALL BE IN ACCORDANCE WITH RMI/ANSI MH 16.1.
 WHERE REQUIRED BY ASCE 7, THE SEISMIC DESIGN OF STORAGE
 RACKS SHALL BE IN ACCORDANCE WITH SECTION 15.5.3 OF
 ASCE 7.
  
 11) ALL WOOD ROOF AND WALL SHEATHING SHOULD BE SHOWN AS
 FIRE RETARDANT PER FBC 603.1
  
 12) DEFERRED SUBMITTALS WILL NEED TO BE LISTED ON THE
 DRAWINGS. FBC WPB 107.3.4.1 DEFERRED SUBMITTALS. FOR
 THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  

Review Stop E ELECTRICAL
Rev No 4 Status P Date 2022-08-05 Cont ID  
Sent By jleahy Date 2022-08-05 Time 16:26 Rev Time 0.00
Received By jleahy Date 2022-08-05 Time 16:16 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 3 Status F Date 2022-06-02 Cont ID  
Sent By jleahy Date 2022-06-02 Time 08:25 Rev Time 0.00
Received By jleahy Date 2022-06-02 Time 07:38 Sent To  
Notes
2022-06-02 08:25:24FLORIDA 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]
  
 1) "NEW" EMERGENCY SYSTEM REQUIREMENT WITH 700.3(F)
 MISSING FROM EMERGENCY SYSTEM.
  
 700.3(F) TEMPORARY SOURCE OF POWER FOR MAINTENANCE OR
 REPAIR OF
 THE ALTERNATE SOURCE OF POWER. IF THE EMERGENCY SYSTEM
 RELIES
 ON A SINGLE ALTERNATE SOURCE OF POWER, WHICH WILL BE
 DISABLED FOR
 MAINTENANCE OR REPAIR, THE EMERGENCY SYSTEM SHALL
 INCLUDE
 PERMANENT SWITCHING MEANS TO CONNECT A PORTABLE OR
 TEMPORARY
 ALTERNATE SOURCE OF POWER, WHICH SHALL BE AVAILABLE FOR
 THE
 DURATION OF THE MAINTENANCE OR REPAIR.
  
 2) PLEASE LABEL ALL MAINS AND PROVIDE NOTE FOR LABELING
 OF MAINS PER 230.2(E)
  
 3) BREAKER OR FUSE AT FIRE PUMP MAIN TO BE INSTALLED
 PER 240.87, OR 240.67
  
 4) SEPARATE PERMITS AND FEES WILL BE REQUIRED FOR ALL
 LOW VOLTAGE SYSTEMS, GENERATORS, FIRE ALARM, SITE
 LIGHTING SYSTEMS.
  
  

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-03-09 Cont ID  
Sent By jleahy Date 2022-03-09 Time 09:53 Rev Time 0.00
Received By jleahy Date 2022-03-09 Time 08:47 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-12-16 Cont ID  
Sent By jleahy Date 2021-12-16 Time 09:37 Rev Time 0.00
Received By jleahy Date 2021-12-10 Time 14:25 Sent To  
Notes
2021-12-16 11:21:39ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 VALUE OF PERMIT SEEMS LOW PLEASE PROVIDE A BREAKDOWN OF
 THE COSTS OF THE CONSTRUCTION.

Review Stop ENG ENGINEERING CSD
Rev No 6 Status P Date 2023-03-27 Cont ID  
Sent By rrossano Date 2023-03-27 Time   Rev Time 0.00
Received By rrossano Date 2023-03-27 Time   Sent To  
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 5 Status F Date 2022-09-19 Cont ID  
Sent By rrossano Date 2022-09-19 Time   Rev Time 0.00
Received By rrossano Date 2022-09-19 Time   Sent To  
Notes
2022-09-19 10:04:16WAITING ON CONFIRMATION OF RECORDING OF CROSS ACCESS
 AGREEMENT.
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210

Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2022-07-25 Cont ID  
Sent By rrossano Date 2022-07-25 Time   Rev Time 0.00
Received By rrossano Date 2022-07-25 Time   Sent To  
Notes
2022-07-25 16:31:28WAITING ON CONFIRMATION OF RECORDING OF CROSS ACCESS
 AGREEMENT.
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
  

Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2022-05-09 Cont ID  
Sent By rrossano Date 2022-05-09 Time   Rev Time 0.00
Received By rrossano Date 2022-05-09 Time   Sent To  
Notes
2022-05-09 09:56:01UNDER ENGINEERING PLAN REVISION REVIEW E21080003.

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-02-14 Cont ID  
Sent By rrossano Date 2022-02-14 Time   Rev Time 0.00
Received By rrossano Date 2022-02-14 Time   Sent To  
Notes
2022-02-14 09:19:22CROSS ACCESS AGREEMENTS UNDER REVIEW BY SURVEY SECTION.
  
 THANKS,
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
  

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-11-08 Cont ID  
Sent By rrossano Date 2021-11-08 Time   Rev Time  
Received By rrossano Date 2021-11-08 Time   Sent To  
Notes
2021-11-08 11:23:51UNDER FORMAL ENGINEERING REVIEW E21080003.

Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2022-07-25 Cont ID  
Sent By   Date 2022-07-25 Time   Rev Time 0.00
Received By bdolan Date 2022-07-25 Time 12:37 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-05-02 Cont ID  
Sent By pleduc Date 2022-05-02 Time   Rev Time 0.00
Received By pleduc Date 2022-05-02 Time 15:52 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-02-10 Cont ID  
Sent By   Date 2022-02-10 Time   Rev Time 0.00
Received By jcclark Date 2022-02-10 Time 12:56 Sent To  
Notes
2022-02-10 12:59:43ANY AND ALL WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE
 BY A FIRE ALARM CONTRACTOR. A SEPARATE SHOP DRAWING
 COMPLIANT WITH NFPA 72 IS REQUIRED TO BE SUBMITTED,
 REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU
 PRIOR TO ANY INSTALLATION.
 ALL WORK ON THE FIRE SPRINKLER SYSTEM IS REQUIRED TO BE
 COMPLETED BY A CERTIFIED FIRE SPRINKLER CONTRACTOR AND
 SHALL COMPLY WITH NFPA 13. SEPARATE SHOP DRAWINGS, ARE
 REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE
 FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM.
  
 HOOD SYSTEM REQUIRES A SEPARATE PERMIT SUBMITTED
  
 PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
 JOSEPH CLARK
 OFFICE OF THE FIRE MARSHAL
 561-804-4748
 [email protected]
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-11-15 Cont ID  
Sent By   Date 2021-11-15 Time   Rev Time 0.00
Received By bdolan Date 2021-11-01 Time 13:30 Sent To  
Notes
2021-11-15 13:33:48THE FOLLOWING COMMENTS WERE SUBMITTED BY LT. BRIAN
 DOLAN, DIVISION OF FIRE PREVENTION, WEST PALM BEACH
 FIRE RESCUE.
  
 ANY AND ALL WORK ON THE FIRE ALARM AND/OR SPRINKLER
 SYSTEMS SHALL BE DONE BY AN APPROVED, CERTIFIED
 CONTRACTOR. SEPARATE SHOP DRAWINGS COMPLIANT WITH
 APPROPRIATE NFPA CODES ARE REQUIRED TO BE SUBMITTED,
 REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU
 PRIOR TO ANY INSTALLATION.
  
 A HOOD SYSTEM PLAN FOR PROPOSED COOKING AREAS SHALL BE
 SUBMITTED UNDER A SEPERATE PERMIT.
  
 PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 561-804-4752
 [email protected]

Review Stop G GAS REVIEW
Rev No 2 Status P Date 2022-02-17 Cont ID  
Sent By jesmith Date 2022-02-17 Time 15:58 Rev Time 0.00
Received By jesmith Date 2022-02-10 Time 08:13 Sent To  
Notes
2022-02-17 15:57:53GAS COMMENTS: APPROVED WITH PROVISOS
  
 PROVISO: PER FBC FG 410.1, MP REGULATORS PROVIDED IN
 OUTDOOR APPLICATIONS SHALL BE DESIGNED FOR OUTDOOR USE.
 SEE SUBMITTED MAXITROL SPECIFICATION SHEET NOTING
 IMBLUE TECHNOLOGY AND PROVIDE ACCORDINGLY. SEE
 P801/DETAIL BJWC- 02 AND BJWC-16; PRIOR TO INSPECTION,
 A PLAN REVISION REFLECTING THE OUTDOOR APPLICATION,
 ADDING SUFFIX B TO THE MODEL NUMBER SHALL BE SUBMITTED
 TO THE BUILDING DEPARTMENT, APPROVED AND ON SITE. WPB
 FBC 107.2.1. PROCEED AT YOUR OWN RISK.
  
 CITY OF WEST PALM BEACH GAS PIPING AFFIDAVIT OR
 MANOMETER TEST DOCUMENT REQUIRED AT JOBSITE FOR FINAL
 GAS INSPECTION. CALL 561-805-6692 FOR FURTHER
 INFORMATION.
  
 INSTALLATION MANUALS FOR ALL GAS EQUIPMENT SHALL BE
 ONSITE FOR GAS INSPECTION. A SEPARATE PERMIT IS
 REQUIRED FOR THE GAS
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
  
 21091182 751 W EXECUTIVE CENTER DR
  

Review Stop G GAS REVIEW
Rev No 1 Status F Date 2021-11-30 Cont ID  
Sent By cthroop Date 2021-11-30 Time 13:48 Rev Time 0.00
Received By jesmith Date 2022-02-01 Time 13:26 Sent To  
Notes
2021-11-30 13:50:05CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21091182 751 W EXECUTIVE CENTER DR
  
 1ST REVIEW
 GAS COMMENTS: DENIED
  
 1.PER WPB FBC 107.2.1, PROVIDE A NOTE ON THE PLANS
 STATING ?REFER TO BJS WEST PALM BEACH FL SPECS 15010
 AND 15140 FOR EQUIPMENT, FIXTURES, APPURTENANCES,
 MATERIALS, MEANS AND METHOD SPECIFICATIONS?.
  
 2. RE: BJS SPEC 15400-3.3-C. PIPING SHALL BE INSTALLED
 IN ACCORDANCE WITH THE FLORIDA FUEL GAS CODE 2020 7TH
 EDITION
  
 3.PER WPB FBC 107.2.1, PROVIDE THROUGH THE ROOF
 DETAIL(S) AND/OR THROUGH THE WALL DETAILS FOR SEALED
 INTAKE AIR AND FLUE EXHAUST VENTS FOR GAS FIRED WATER
 HEATERS (SEE P801 DETAILS BJWC -05 AND BJWC-07). ?A)
 ROOF PENETRATIONS: SHOW THE TYPE, SIZE, TERMINATION
 POINT, HEIGHT ABOVE THE ROOF AND ANCHORING DETAILS OF
 THE GAS VENT(S).
 ?B) SIDE WALL PENETRATIONS: SHOW THE TYPE, SIZE,
 TERMINATION POINT, HEIGHT ABOVE THE GROUND AND
 ANCHORING DETAILS OF THE GAS VENT(S).
 ?C) ROOF LOCATIONS ARE SHOWN ON M200 FOR WHG-1 AND
 WHG-3, BUT NOTHING FOR WHG-2. NOTE DISTANCES FROM ANY
 FRESH AIR INTAKES. COMPLY WITH FBC FG SECS. 502 THRU
 505 AND PER FBC FG 304.1, MANUFACTURERS INSTRUCTIONS.
 ?D) NOTE 6 ON M200 INDICATES THE VENTS ARE CONCENTRIC.
 PROVIDE MANUFACTURERS SPECIFICATION/INSTALLATION
 MANUALS FOR ANY CONCENTRIC VENTS. CONFIRM THAT THEY MAY
 BE USED IN WHICHEVER APPLICATION IS REQUIRED; VERTICAL
 OR HORIZONTAL.
 ?E) PROVIDE MATERIAL SPECIFICATION APPLICABLE TO THE
 SEALED INTAKE AIR AND FLUE EXHAUST VENTS.
  
 4. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /
 INSTALLATION MANUAL (INCLUDING VENTING) FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,
 NFPA 58, AND FBC FG SEC. 402.2, AND 301.3.
  
 5.PER WPB FBC 107.3.5.1.5 AND 107.2.1, SUBMIT A SIZED
 ISOMETRIC DRAWING THAT CLEARLY SHOWS THE LENGTH OF ALL
 CUT SECTIONS OF PIPE PER FBC FG, SECS. 402.4.1,
 402.4.2. CLEARLY SHOW THE LOCATION OF ALL MP
 (STEP-DOWN) REGULATORS, VALVES AND UNIONS AND THE
 PIPING BETWEEN MP REGULATOR AND APPLIANCE. A LISTED
 SHUTOFF VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF
 EACH MP REGULATOR. FBC FG SEC.409.4. INDICATE EACH
 APPLIANCE/EQUIPMENT POINT OF CONNECTION AND BTUS.
  
 6.PER WPB FBC 107.3.5.1.5 AND 107.2.1, INDICATE THE
 DELIVERY PRESSURE (PSI) OF THE SYSTEM(S) ON THE PLAN
 PER FBC FG SEC.402.1, 402.4.3 THRU 402.6. PLEASE NOTE
 THAT IF MP REGULATORS ARE REQUIRED FOR THE APPLIANCES
 THAT THE DOWNSTREAM SIDE OF THE REGULATOR IS A SECOND
 SYSTEM AND ARE CONSIDERED A SEPARATE SYSTEM AND TABLE
 FOR SIZING SHALL BE PROVIDED. P200 PROVIDES INFORMATION
 FOR THE 2PSI SYSTEM, BUT NOTHING FOR THE SYSTEMS
 DOWNSTREAM OF THE MP REGULATORS
  
 7.PER WPB FBC 107.3.5.1.5 AND 107.2.1, INDICATE TYPE OF
 GAS (NATURAL OR PROPANE)
  
 8.PER WPB FBC 107.3.5.1.5 AND 107.2.1, LIST TABLES AND
 MATERIAL FOR EACH SYSTEM
 REFER TO THE FBC FG SECS.401.8, 402.2, AND TABLES 402.4
 (1) THRU 402.4 (37). PLEASE NOTE THAT IF MP REGULATORS
 ARE REQUIRED FOR THE APPLIANCES THAT THE DOWNSTREAM
 SIDE OF THE REGULATOR IS A SECOND SYSTEM AND ARE
 CONSIDERED A SEPARATE SYSTEM.
  
 9.PER WPB FBC 107.3.5.1.5 AND 107.2.1, PROVIDE DISTANCE
 FROM THE POINT OF DELIVERY, (GAS METER / MP REGULATOR)
 TO THE FURTHEST POINT (PER SYSTEM). PLEASE NOTE THAT IF
 MP REGULATORS ARE REQUIRED FOR THE APPLIANCES THAT THE
 DOWNSTREAM SIDE OF THE REGULATOR IS A SECOND SYSTEM AND
 ARE CONSIDERED A SEPARATE SYSTEM. P200 PROVIDES
 INFORMATION FOR THE 2PSI SYSTEM, BUT NOTHING FOR THE
 SYSTEMS DOWNSTREAM OF THE MP REGULATORS
  
 10.PER WPB FBC 107.3.5.1.5 AND 107.2.1, PROVIDE DETAIL
 OF GAS METER/REGULATOR
  
 11.SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE FBC
 FG CODE SEC.304.1, FOR GAS EQUIPMENT OTHER THAN THE GAS
 FIRED WATER HEATERS AND INDICATE HOW REQUIREMENTS ARE
 SATISFIED.
  
 12. REGARDING MP REGULATORS, PER WPB FBC 107.3.5.1.5
 AND 107.2.1,
 ?A) SUBMIT MANUFACTURER?S SPECIFICATIONS/INSTALLATION
 MANUAL FOR THE PRESSURE REGULATORS AND FOR VENT
 LIMITING DEVICES (ALLOWED PER FBC FG 410.3/EXCEPTION).
 IF A VENT LIMITING DEVICE IS NOT SPECIFIED, PROVIDE
 VENT PIPING, SIZING, ROUTING AND TERMINATION; COMPLY
 WITH FBC FG 410.3.1. REGULATORS INSTALLED ON THE
 EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
 INSTALLATION. FBC FG SEC.410.1
 ?B) SHOW THE LOCATION OF ALL MP (STEP-DOWN) REGULATORS.
 A LISTED SHUTOFF VALVE SHALL BE INSTALLED IMMEDIATELY
 AHEAD OF EACH MP REGULATOR. 2017 FBC-FUEL GAS
 SEC.409.4.
 ?C) PROVIDE A DETAIL FOR MP (STEP-DOWN) REGULATORS.
 SHOW COMPLIANCE WITH FBC FG 409.4, 410.1, 410.2-SUB
 SECTIONS 1 THROUGH 7.
 ?D) SEE P801 DETAILS BJWC -05, BJWC-07, BJWC-02, P800
 DETAILS BJWC -08 AND BJWC -12. THE SYSTEM IS 2PSI AND
 THERE IS A MP REGULATOR SERVICING THE ROOFTOP AC UNIT
 AND THE CHICKEN OVENS. HOWEVER, THERE ARE NO MP
 REGULATORS SHOWN FOR THE GAS WATER HEATERS OR THE
 BAKERY OVEN. PER WPB FBC 107.2.1, CLARIFY ON THE
 DETAIL, RECONCILING WITH REQUIRED ISOMETRIC, P-200,
 P401 AND P402. ALL DRAWINGS SHALL MATCH.
  
 13. SEE P801 DETAIL BJWC-02 AND P100. DETAIL BJWC-02
 INDICATES GAS PIPING SUSPENDED IN THE JOIST SPACE UNDER
 THE ROOF. P100 AND P200 AT BUILDING ENTRY POINT
 INDICATES GAS PIPING SUSPENDED IN THE JOIST SPACE UNDER
 THE ROOF. P200 AT LOCATIONS FOR DROPS TO FLOOR LEVEL
 EQUIPMENT INDICATES PIPING AND MP REGULATORS LOCATED ON
 THE ROOF AND DROPPING DOWN THROUGH THE ROOF TO THE
 FLOOR LEVEL EQUIPMENT; PIPING TO RTUS SEEMS TO MATCH
 P801 DETAIL BJWC-02. PER WPB FBC 107.2.1, CLARIFY.
  
 14. SEE P801 DETAIL BJWC-02 AND BJS SPEC 15400-3.3-H;
 PIPE SUPPORTS. PER WPB FBC 107.2.1, PLEASE CLARIFY
 WHICH SUPPORT SHALL BE USED ON THE ROOF. MIFAB CXP PIPE
 SUPPORTS OR ROOF TOP BLOX-01 PIPE SUPPORTS. THE TWO
 PRODUCTS DIFFER IN FUNCTION AND THE ROOF TOP BLOX-01
 APPEARS TO BETTER SUIT THE INSTALLATION AT THE RTU.
 PROVIDE A CROSS SECTIONAL DETAIL OF THE ROOF SUPPORT
 SHOWING ALL COMPONENTS AND ANCHORING/SECURING TO ROOF.
  
 15.CHICKEN ROTISSERIES: PER WPB FBC 107.2.1, PROVIDE
 DETAIL FOR EMERGENCY HOOD SHUT DOWN VALVE SHOWING
 COMPLIANCE WITH NFPA 96-17, SECTIONS 10.4 AND 10.5.
 ASSEMBLY SHALL BE BELOW THE CEILING. THE MANUAL SHUTOFF
 VALVE SHALL BE UPSTREAM. UNION TO BE DOWN STREAM OF
 MANUAL VALVE.
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 21091182 751 W EXECUTIVE CENTER DR

Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2023-03-30 Cont ID  
Sent By aoliver Date 2023-03-30 Time 13:48 Rev Time 0.00
Received By aoliver Date 2023-03-20 Time 12:28 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2022-09-27 Cont ID  
Sent By lmarchan Date 2022-09-27 Time 14:56 Rev Time 0.00
Received By lmarchan Date 2022-08-29 Time 07:06 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-08-11 Cont ID  
Sent By lmarchan Date 2022-08-11 Time 12:14 Rev Time 0.00
Received By lmarchan Date 2022-07-19 Time 16:28 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-06-02 Cont ID  
Sent By jleahy Date 2022-06-02 Time 08:28 Rev Time 0.00
Received By jleahy Date 2022-05-01 Time 08:05 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-04-18 Cont ID  
Sent By aoliver Date 2022-04-18 Time 07:54 Rev Time 0.00
Received By aoliver Date 2022-02-08 Time 06:27 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-01-07 Cont ID  
Sent By lmarchan Date 2022-01-07 Time 16:19 Rev Time 0.00
Received By lmarchan Date 2021-10-21 Time 08:03 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2023-04-26 Cont ID  
Sent By aoliver Date 2023-04-26 Time 10:20 Rev Time 0.00
Received By aoliver Date 2022-09-14 Time 14:37 Sent To  
Notes
2023-04-25 13:25:02RECEIPT MU-2022-043605 - $550,852.88 PAID
2022-09-14 14:37:589/14/22 EMAILED IMPACT FOR REVIEW. LEM

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-11-24 Cont ID  
Sent By rmcphers Date 2021-11-24 Time 15:56 Rev Time 0.00
Received By rmcphers Date 2021-11-24 Time 15:56 Sent To  
Notes
2021-11-24 15:57:38PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
  

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2022-05-23 Cont ID  
Sent By medwards Date 2022-05-23 Time 09:08 Rev Time 0.00
Received By medwards Date 2022-05-23 Time 09:08 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2022-02-25 Cont ID  
Sent By medwards Date 2022-02-25 Time 15:03 Rev Time 0.00
Received By medwards Date 2022-02-25 Time 15:03 Sent To  
Notes
2022-02-25 15:03:532ND REVIEW FBC-2020 MECHANICAL
 PERMIT-21091182
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE THE OUTDOOR AIR CALCULATIONS WITH AN
 OCCUPANT CLASSIFICATION AS BASED ON THE USE OF EACH
 SPACE ACCORDING TO FBC M TABLE 403.3.1.1. I NEED TO
 FOLLOW YOUR CALCULATION FOR EACH USE OF SPACE, IF WE
 USE THE SAME OCCUPANCY CLASSIFICATION WE WILL STAY ON
 THE SAME PAGE. PLEASE REMEMBER WHEN CALCULATING THE
 OUTDOOR AIR FOR EACH USE OF SPACE WE MUST USE FBC M
 403.3.1.1 AND NOT THE ARCHITECTS EGRESS OCCUPANT COUNT.
  
 FBC M 403.3.1.1 2ND SENTENCE: THE OCCUPANT LOAD
 UTILIZED FOR DESIGN OF THE VENTILATION SYSTEM SHALL BE
 NOT LESS THAN THE NUMBER DETERMINED FROM THE ESTIMATED
 MAXIMUM OCCUPANT LOAD RATE INDICATED IN TABLE
 403.3.1.1. VENTILATION RATES FOR OCCUPANCIES NOT
 REPRESENTED IN TABLE 403.3.1.1 SHALL BE THOSE FOR A
 LISTED OCCUPANCY CLASSIFICATION THAT IS MOST SIMILAR IN
 TERMS OF OCCUPANT DENSITY, ACTIVITIES AND BUILDING
 CONSTRUCTION; OR SHALL BE DETERMINED BY AN APPROVED
 ENGINEERING ANALYSIS.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-11-12 Cont ID  
Sent By medwards Date 2021-11-12 Time 15:40 Rev Time  
Received By medwards Date   Time   Sent To  
Notes
2021-11-12 15:40:301ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21091182
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE SUBMIT THE COMCHECK USING THE CURRENT FLORIDA
 2020 BUILDING CODE EDITION. FBC 107.2.1
  
 2) PLEASE HAVE THE DESIGNER THAT SUBMITTED THE COMCHECK
 TO SIGN AND DATE THE REPORT. F.S. 471, 481
  
 3) PLEASE ADD NOTE TO DRAWINGS STATING THE KITCHEN HOOD
 SYSTEM WILL NEED A SEPARATE PERMIT APPLICATION, REVIEW
 AND DRAWINGS AS THEY WILL NOT BE REVIEWED UNDER THIS
 PERMIT.
  
 4) PLEASE ADD A NOTE TO THE DRAWINGS THAT THE
 REFRIGERATION SYSTEMS WILL NEED A SEPARATE PERMIT
 APPLICATION, REVIEW AND DRAWINGS AS THEY WILL NOT BE
 REVIEWED UNDER THIS PERMIT.
  
 5) SHEET M002: PLEASE PROVIDE THE OUTDOOR AIR
 CALCULATIONS BASED ON THE CURRENT 2020 FBC M.
  
 6) SHEET M002: PLEASE PROVIDE OUTDOOR AIR CALCULATIONS
 BASED ON EACH USE OF SPACE DETERMINED BY USING TABLE
 403.3.1.1 OCCUPANCY CLASSIFICATION AND SECTION
 403.3.1.1 FOR THE OCCUPANT DENSITY TO DETERMINE THE
 OCCUPANT COUNT FOR EACH USE OF SPACE.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  

Review Stop P PLUMBING
Rev No 3 Status P Date 2022-05-05 Cont ID  
Sent By jesmith Date 2022-05-05 Time 12:41 Rev Time 0.00
Received By jesmith Date 2022-05-03 Time 13:03 Sent To  
Notes
2022-05-03 16:27:57 
 21091182 751 W EXECUTIVE CENTER DR
  
 PLUMBING COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 A SEPARATE PERMIT IS REQUIRED FOR THE GREASE
 INTERCEPTOR
  
 A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER
  
 INSTALLATION MANUALS FOR ALL OWNER SUPPLIED EQUIPMENT
 SHALL BE ONSITE FOR INSPECTION
  

Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-17 Cont ID  
Sent By jesmith Date 2022-02-17 Time 16:17 Rev Time 0.00
Received By jesmith Date 2022-02-10 Time 08:13 Sent To  
Notes
2022-02-17 16:17:25CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21091182 751 W EXECUTIVE CENTER DR
  
 2ND REVIEW:
  
 GENERAL NOTES:
  
 A SEPARATE PERMIT IS REQUIRED FOR THE GREASE
 INTERCEPTOR
  
 A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER
  
 INSTALLATION MANUALS FOR ALL OWNER SUPPLIED EQUIPMENT
 SHALL BE ONSITE FOR INSPECTION
  
  
 PLUMBING COMMENTS: DENIED
  
 1. NEW COMMENT: DETAIL FOR GREASE INTERCEPTOR PROVIDED
 ON CIVIL C601.3; PER WPB FBC 107.2.1, SHOW ON P100 AND
 P700 THE TWO-WAY CLEANOUTS UPSTREAM AND DOWNSTREAM OF
 THE GREASE INTERCEPTOR.
  
 2. SECOND REQUEST: REVISED P801/DETAIL BJWC-10; TO BE
 CLEAR, A DEDICATED SHUT OFF VALVE IS REQUIRED FOR THE
 COLD WATER TO THE SINK AND HOT WATER TO THE SINK PER
 FBC PL 602.1. THE COLD WATER SHUT-OFF VALVE SHALL BE
 LOCATED IN THE COLD WATER LINE BETWEEN THE TEE AND THE
 TMV. A DEDICATED SHUT OFF VALVE SHALL BE LOCATED IN THE
 COLD WATER LINE BETWEEN THE TEE AND THE WATER HEATER
 PER FBC PL 503.1. A HOT WATER SHUT-OFF VALVE DOES NOT
 NEED TO BE LOCATED IN THE HOT WATER LINE AHEAD OF THE
 TMV AS IT WOULD BE REDUNDANT.
  
 3. NEW COMMENT: P801/DETAILS BJWC-05, BJWC-06 AND
 BJWC-07, PER FBC PL 504.6 (2) (10), PROVIDE AIR GAP OF
 NOT MORE THAN 6 INCHES AND NOT LESS THAN TWO TIMES THE
 PIPE DIAMETER FOR T&P DISHARGE TERMINATION POINT
  
 4. NEW COMMENT: CALCULATIONS FOR STORM DRAINS SHALL BE
 BASED UPON FLORIDA PLUMBING CODE 2020 7TH EDITION PER
 WPB FBC 107.2.1
  
 5. NEW COMMENT: PER WPB FBC 107.2.1, IDENTIFY THE ROOF
 DRAINS, SCUPPERS ON THE RISER AND PLAN VIEWS
 CORRESPONDING WITH THE ROOF DESIGNATIONS NOTED ON THE
 CALCULATION CHART.
  
 6. NEW COMMENT: THE CALCULATION CHART IS UNCLEAR AS IT
 NOTES OVERFLOW SCUPPERS AS WELL AS SCUPPERS. PER WPB
 FBC 107.2.1, PLEASE PROVIDE REFERENCE TO A300 AND
 A800/DETAILS 3 AND 5 FOR LOCATIONS AND DETAILS OF
 SCUPPERS AND OVERFLOW SCUPPERS.
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  

Review Stop P PLUMBING
Rev No 1 Status F Date 2021-11-23 Cont ID  
Sent By cthroop Date 2021-11-23 Time 13:24 Rev Time 0.00
Received By jesmith Date 2022-02-01 Time 13:25 Sent To  
Notes
2021-11-23 13:25:12CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21091182 751 W EXECUTIVE CENTER DR
 1ST REVIEW:
 PLUMBING COMMENTS: DENIED
  
 GENERAL NOTES:
 A SEPARATE PERMIT FOR REVIEW BY ENGINEERING AND
 PLUMBING FOR THE GREASE INTERCEPTOR IS REQUIRED
  
 A SEPARATE PERMIT FOR REVIEW BY ENGINEERING AND
 PLUMBING FOR THE BACKFLOW PREVENTER IS REQUIRED
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 INDICATING THE FOLLOWING:
 ?A) A650/DETAIL 12/TOILET TISSUE DISPENSER: THE SIDE
 WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM, LOCATED
 12 INCHES, NOT 10 INCHES (305 MM) MAXIMUM FROM THE REAR
 WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL
 PER FBC ACC 604.5.1
 ?B) A650/DETAIL 12/GRAB-BAR-HDCP: THE SEAT HEIGHT OF A
 WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES
 MINIMUM AND 19 INCHES MAXIMUM MEASURED TO THE TOP OF
 THE SEAT, NOT TO THE RIM OF THE FIXTURE PER FBC ACC
 604.4.
 ?C) 650/DETAIL 1: SHOW CLEAR FLOOR SPACE FOR COMPLIANT
 URINAL (REQUIRED BY FBC ACC 213.3) COMPLYING WITH FBC
 ACC 305; PROVIDE ELEVATION DETAIL FOR ADA COMPLIANT
 URINAL. URINALS SHALL BE THE STALL-TYPE OR THE
 WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES
 DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL
 RIM TO THE BACK OF THE FIXTURE PER FBC ACC 605.2.
 ?D) PROVIDE DETAIL FOR COMPLIANT WALL HUNG LAVATORIES
 SHOWING COMPLIANCE WITH FBC ACC 606.3,
 ?E) 650/DETAIL 1 AND 3; DRINKING FOUNTAINS: OBJECTS
 WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE
 THAN 80 INCHES ABOVE THE FLOOR SHALL NOT PROTRUDE MORE
 THAN 4 INCHES HORIZONTALLY INTO THE CIRCULATION PATH
 PER FBC ACC 307.2.
 ?F) 650/DETAIL 1; DRINKING FOUNTAIN. PROVIDE SIDE
 ELEVATION SHOWING COMPLIANCE WITH FBC ACC 306, 602.6
 AND 602.7.
  
 2. A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER FOR THE WATER SERVICE.
  
 3. PER WPB FBC 107.2.1, PROVIDE A MANUFACTURER
 SPECIFICATION/INSTALLATION MANUAL AND A DETAIL FOR THE
 WATER SERVICE BACKFLOW PREVENTER.
  
 5.GREASE INTERCEPTOR-CITY OF WEST PALM BEACH PUBLIC
 WORKS DEPT- STANDARD DETAIL GS-7-CONCRETE GRAVITY SEWER
 SYSTEM-GREASE INTERCEPTOR. NOTE4: MAXIMUM CAPACITY OF A
 CONCRETE GRAVITY GREASE INTERCEPTOR IS 1200 GALLONS. IF
 MORE CAPACITY IS REQUIRED INSTALLATION OF
 MULTI-CHAMBERED INTERCEPTORS OR MULTIPLE INTERCEPTORS
 IN SERIES.
  
 6. PROVIDE CALCULATIONS FOR THE GREASE INTERCEPTOR
 WHICH IS TO BE FURNISHED UNDER THE CIVIL DRAWINGS.
  
 7. PROVIDE A DETAIL OF THE GREASE INTERCEPTOR SHOWING
 COMPLIANCE WITH CITY OF WEST PALM BEACH PUBLIC WORKS
 DEPT- STANDARD DETAIL GS-7-CONCRETE GRAVITY SEWER
 SYSTEM-GREASE INTERCEPTOR AND FBC PL SECTION 1003. SHOW
 ALL CLEANOUTS (WITH TWO-WAY CLEANOUT FITTING) AND
 MANHOLES TO GRADE. DOWNSTREAM TWO-WAY CLEANOUT SHALL
 ALSO SERVE AS THE SAMPLING STATION.
  
 8. IT IS NOTED THAT S2 AND S7 SINKS DISCHARGE TO GT1
 INTERCEPTORS WHICH IN TURN CONNECT TO THE GREASY WASTE
 SYSTEM. PER WPB FBC 107.2.1, CLARIFY. FBC PL 1003.3.1
 STATES A GREASE INTERCEPTOR OR AUTOMATIC GREASE REMOVAL
 DEVICE SHALL BE REQUIRED TO RECEIVE THE DRAINAGE FROM
 FIXTURES AND EQUIPMENT WITH GREASE-LADEN WASTE LOCATED
 IN FOOD PREPARATION AREAS, SUCH AS IN RESTAURANTS,
 HOTEL KITCHENS, HOSPITALS, SCHOOL KITCHENS, BARS,
 FACTORY CAFETERIAS AND CLUBS. FIXTURES AND EQUIPMENT
 SHALL INCLUDE POT SINKS, PRERINSE SINKS; SOUP KETTLES
 OR SIMILAR DEVICES; WOK STATIONS; FLOOR DRAINS OR SINKS
 INTO WHICH KETTLES ARE DRAINED; AUTOMATIC HOOD WASH
 UNITS AND DISHWASHERS WITHOUT PRERINSE SINKS. GREASE
 INTERCEPTORS AND AUTOMATIC GREASE REMOVAL DEVICES SHALL
 RECEIVE WASTE ONLY FROM FIXTURES AND EQUIPMENT THAT
 ALLOW FATS, OILS OR GREASE TO BE DISCHARGED. WHERE LACK
 OF SPACE OR OTHER CONSTRAINTS PREVENT THE INSTALLATION
 OR REPLACEMENT OF A GREASE INTERCEPTOR, ONE OR MORE
 GREASE INTERCEPTORS SHALL BE PERMITTED TO BE INSTALLED
 ON OR ABOVE THE FLOOR AND UPSTREAM OF AN EXISTING
 GREASE INTERCEPTOR.
  
 9. THE PLANS(A900 ROOM FINISH SCHEDULE) ARE UNCLEAR AS
 TO THE WALL FINISHES ADJACENT TO MOP SINKS/SERVICE
 SINKS. PER WPB FBC 107.2.1, PROVIDE FINISH WALL
 SCHEDULE FOR ROOMS HOUSING SAID SINKS. FINISH SCHEDULE
 SHALL CLEARLY INDICATE COMPLIANCE WITH FBC PL 310.3 AND
 FBC 1210.2.2. WALLS AND PARTITIONS WITHIN 2 FEET (610
 MM) OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL
 HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT
 OF NOT LESS THAN 4 FEET (1219 MM) ABOVE THE FLOOR, AND
 EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN
 SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY
 AFFECTED BY MOISTURE. PLEASE NOTE THAT FBC 1210.2.2
 STIPULATES THAT THE MATERIAL BE "HARD." THE INTENT OF
 THIS SECTION IS THAT THE SURROUNDING MATERIAL SHOULD
 NOT BE OF A TYPE THAT IS EASILY DAMAGED SUCH THAT THE
 MATERIAL COULD BECOME ABSORBENT AND THUS, NOT READILY
 CLEANABLE AND SANITIZED. PAINTED DRYWALL, EVEN WHERE
 COATED WITH HIGHLY DURABLE PAINTS, DOES NOT MEET THE
 INTENT OF SECTION 1210.2.2. THE TYPICAL MATERIALS USED
 FOR THIS APPLICATION ARE CERAMIC TILE, FIBERGLASS
 REINFORCED PLASTIC (FRP) PANELS, PHENOLIC PANELS,
 LAMINATED PLASTIC PANELS, PAINTED STEEL AND STAINLESS
 STEEL.
  
 10. S1 HAND SINKS ARE SHOWN ON SANITARY FLOOR PLANS AND
 RISER DIAGRAMS DISCHARGING TO THE GREASY WASTE. PER FBC
 PL 1003.3.1, DISCHARGE TO SANITARY, NOT THE GREASY
 WASTE.
  
 11. PER WPB FBC 107.2.1, PLEASE CLARIFY. IS S7 IN THE
 WASH AREA A PRE-RINSE SINK SERVICING PW10 POT & PAN
 WASHER?
  
 12. PER WPB FBC 107.2.1, PROVIDE MANUFACTURERS
 SPECIFICATION/INSTALLATION MANUALS FOR ALL OWNER
 PROVIDED EQUIPMENT.
  
 12. P800/DETAIL BJWC-11 AND P001 EQUIPMENT SCHEDULE
 INDICATES TEMPERING VALVE TO COOL POT WASHER DETAIL.
 PER FBC PL 608.1, 608.3, SPECIFY AND FURNISH A BACKFLOW
 PREVENTER IN THE COLD WATER LINE TO THE DEVICE.
 INDICATE THE DEVICE IN DETAIL AND SCHEDULE.
  
 13. P-100/PLUMBING & EQUIPMENT-ST1 SEDIMENT TRAP: MIFAB
 MI-SD-3; DESCRIPTION IS RECEPTACLE WITH DEEP SEAL TRAP
 AND INTERNAL VENT SYSTEM. 5/P-700 SANITARY RISER
 DIAGRAM AND 5/P-302 PLAN VIEW SHOWS A GRATED INLET
 STRUCTURE WITH A BOTTOM OUTLET CONNECTED TO A VENTED
 P-TRAP. MI-SD-3 SPECIFICATION SHEET SHOWS HORIZONTAL
 INLET AND OUTLET WITH A SEWER GAS STOPPER. PER WPB FBC
 107.2.1, CLARIFY. ADDITIONALLY, PROVIDE A MANUFACTURERS
 DETAIL SHOWING A 6 INCH WATER TRAP SEAL AS REQUIRED BY
 FBC PL 1003.5. PER WPB FBC 107.2.1, PROVIDE
 MANUFACTURERS SPECIFICATION/INSTALLATION MANUALS FOR
 DEVICE. MAKE CHANGES IN RISER DIAGRAM AND PLAN VIEW AS
 IS APPROPRIATE.
  
 14. P001/OWNER EQUIPMENT CONNECTION SCHEDULE. REGARDING
 S1 HAND SINK THERMAL MIXING VALVE, PER WPB FBC 107.2.1,
 PROVIDE TEMPERATURE SETTING INSTRUCTION.
  
 15. PER WPB FBC 107.2.1, CLEARLY INDICATE ON THE PLANS
 (INCLUDING SCHEDULE) ANY SINK TO BE USED FOR FOOD PREP.
 PLEASE NOTE THAT PER FBC PL 802.1.1, EQUIPMENT AND
 FIXTURES UTILIZED FOR THE STORAGE, PREPARATION AND
 HANDLING OF FOOD SHALL DISCHARGE THROUGH AN INDIRECT
 WASTE PIPE BY MEANS OF AN AIR GAP. EACH WELL OF A
 MULTIPLE-COMPARTMENT SINK SHALL DISCHARGE INDEPENDENTLY
 TO A WASTE RECEPTOR. P800/BJWC-7 DETAIL FOR THREE
 COMPARTMENT SINK DOES NOT COMPLY WITH THIS REQUIREMENT.
 IF A THREE-COMPARTMENT SINK IS A DESIGNATED FOOD PREP
 SINK, PER WPB FBC 107.2.3, PROVIDE A DETAIL SHOWING
 COMPLIANCE WITH FBC PL 802.1.1.
  
 16. PREP SINKS TO BE USED FOR WASHING OF PRODUCE OR
 OTHER NON-GREASY FOOD PRODUCT SHALL NOT DISCHARGE TO
 THE GREASY WASTE PER FBC PL 1003.3.1. PER WPB FBC
 107.2.1, CLEARLY INDICATE ANY SUCH SINK ON THE PLANS,
 INCLUDING SCHEDULE AND COMPLY WITH FBC PL 1003.3.1.
  
 17. P001/GENERAL NOTES; NOTE 6. REVISE NOTE TO REQUIRE
 1/4 INCH PER FOOT MINIMUM FALL FOR PIPE SIZED 2-1/2
 INCH OR SMALLER, 1/8 INCH PER FOOT MINIMUM FALL FOR
 PIPE SIZED 3 INCH TO 6 INCH PER FBC PL TABLE 704.1.
  
 18. REFER TO ?BJS WEST PALM BEACH FL SPECS? IN
 SUPPORTING DOCUMENTS FOR MATERIAL, MEANS, METHODS,
  
 19. N/A
  
 20. ALL COMPONENTS IN THE DOMESTIC WATER SYSTEM SHALL
 BE LEAD FREE IN ACCORDANCE WITH FBC PL 605.2 AND
 605.2.1. PER WPB FBC 107.2.1, PROVIDE NOTE ON PLANS
 STATING THE SAME.
  
 21. PER WPB FBC 107.2.1, PROVIDE ON PIPE HANGER DETAIL
 BJWC-18 A NOTE STATING, "HORIZONTAL PIPE SHALL BE
 SUPPORTED IN ACCORDANCE WITH FBC PL TABLE 308.5."
  
 22. P800/BJWC-10; VALVING ARRANGEMENT FOR COLD WATER
 WITH WATER HEATER. PER WPB FBC 107.2.1 PROVIDE THE
 FOLLOWING, PER FBC PL 602.1, PROVIDE A TEE BETWEEN THE
 POINT THE COLD WATER OUTLET PROTRUDES FROM THE WALL
 PLACED BETWEEN THE TEMPERING VALVE/FIXTURE AND THE
 WATER HEATER. PLACE A DEDICATED SHUTOFF VALVE IN THE
 COLD WATER UPSTREAM OF THE WATER HEATER AND THE
 TEMPERING VALVE.
  
 23. P801/BJWC-14; SHOWS A TIGHT RADIUS FITTING AT THE
 BASE OF THE STORM LEADER. PER FBC PL 1101.6, 706.3 AND
 TABLE 706.3, PROVIDE A SHORT SWEEP.
  
 24. P801/BJWC-8; SHOWS A TIGHT RADIUS FITTING AT THE
 BASE OF THE OVERFLOW DOWNSPOUT. PER FBC PL 1101.6,
 706.3 AND TABLE 706.3, PROVIDE A SHORT SWEEP.
  
 25. P801/BJWC-9; HORIZONTAL DRAIN VENT DETAIL. PER FBC
 PL 905.3 AND 905.4, VENTS SHALL CONNECT ABOVE THE
 CENTERLINE OF THE DRAIN OF THE HORIZONTAL DRAIN AND
 SHALL RISE VERTICALLY (45 DEGREES MINIMUM FROM THE
 HORIZONTAL) TO A POINT NOT LESS THAN 6 INCHES ABOVE THE
 FLOOD LEVEL RIM OF THE HIGHEST TRAP OR TRAPPED FIXTURE
 BEING VENTED
  
 26. P801/BJWC-07; PER WPB FBC 107.2.1, NOTE TERMINATION
 POINT OF T&P RELIEF VALVE COMPLYING WITH FBC PL 504.6.
  
 27. P801/BJWC-05; PER WPB FBC 107.2.1,
 ?A) NOTE TERMINATION POINT OF T&P RELIEF VALVES
 COMPLYING WITH FBC PL 504.6.
 ?B) PROVIDE PAN DRAIN FOR HEAT RECLAIM TANK
 ?C) PROVIDE MANUFACTURERS SPECIFICATION/INSTALLATION
 MANUAL FOR HEAT RECLAIM SYSTEM INCLUDING THE TANK AND
 THE HEAT RECLAIM UNIT. PROVISION SHALL BE MADE TO
 PREVENT CROSS CONTAMINATION BETWEEN POTABLE WATER AND
 REFRIGERATION. FBC PL 608.
  
 28. P801/BJWC-06; PER WPB FBC 107.2.1, NOTE TERMINATION
 POINT OF T&P RELIEF VALVE COMPLYING WITH FBC PL 504.6.
  
 29. P801/BJWC-06; PER WPB FBC 107.2.1,
 ?A) NOTE TERMINATION POINT OF T&P RELIEF VALVE AND PAN
 DRAIN COMPLYING WITH FBC PL 504.6. PLEASE NOTE THAT PER
 FBC PL CHAPTER 2, DEFINITIONS, A WASTE RECEPTOR IS
 DEFINED AS A FLOOR SINK, STANDPIPE, HUB DRAIN OR FLOOR
 DRAIN THAT RECEIVES THE DISCHARGE OF ONE OR MORE
 INDIRECT WASTE PIPES. A MOP SINK DOES NOT QUALIFY AS A
 WASTE RECEPTOR.
 ?B) PROVIDE A STRUCTURAL DETAIL FOR THE WATER HEATER
 WALL SUPPORT TO INCLUDE STRUCTURAL BRACKETS/FLOOR AND
 ANCHORS. A MANUFACTURED KIT MADE FOR THIS APPLICATION
 MAY BE SPECIFIED AND MANUFACTURERS
 SPECIFICATION/INSTALLATION MANUAL SUBMITTED AS LONG AS
 IT MEETS THE INTENT.
  
 30. PER WPB FBC 107.2.1, PROVIDE DETAIL FOR TWO WAY
 CLEANOUT AT THE JUNCTION OF THE BUILDING DRAIN AND THE
 BUILDING SEWER. SEE FBC PL 708.1.3, 708.1.8.
  
 31. P700/DETAIL 2: P-5 UTILITY SINK IS S-TRAPPED.
 REVISE TO COMPLY WITH FBC PL 909.1 AND 1002.3(5).
  
 32. P001 PLUMBING FIXTURE SCHEDULE:
 ?A) INDICATES WATER CLOSETS PB1A AND PB1B ARE IDENTICAL
 IN SPECIFICATIONS. LOOKING AT THE PLANS, IT APPEARS
 THAT THE DIFFERENCE IS THAT ONE (PB1B) IS TO BE ADA
 COMPLIANT. PER WPB FBC 107.2.1P, INDICATE IN P001
 PLUMBING FIXTURE SCHEDULE WHICH IS ADA COMPLIANT.
 ?B) INDICATES WATER CLOSETS PB1A AND PB1B ARE IDENTICAL
 IN SPECIFICATIONS. LOOKING AT THE PLANS, IT APPEARS
 THAT THE DIFFERENCE IS THAT ONE (PB1B) IS TO BE ADA
 COMPLIANT. PER WPB FBC 107.2.1P, INDICATE IN P001
 PLUMBING FIXTURE SCHEDULE WHICH IS ADA COMPLIANT.
 ?C) URINAL; PER WPB FBC 107.2.1, PROVIDE IN PLUMBING
 SCHEDULE A DESIGNATION FOR THE ADA COMPLIANT URINAL AND
 IDENTIFY SAME ON THE PIPING PLANS.
 ?D) LAVATOTIES; PER WPB FBC 107.2.1, PROVIDE IN
 PLUMBING SCHEDULE A DESIGNATION FOR ADA COMPLIANT
 LAVATORIES AND IDENTIFY SAME ON THE PIPING PLANS.
  
 33. PER P001 PLUMBING FIXTURE SCHEDULE, PB1A AND PB1B
 WATER CLOSETS ARE TO DISCHARGE TO FLOOR MOUNTED CARRIER
 SYSTEM (EQUAL TO) JR SMITH 210Y WHICH IS A HORIZONTAL
 (ABOVE THE FLOOR) DRAINAGE PATTERN OR A 410Y WHICH IS A
 VERTICAL DRAINAGE (THROUGH THE FLOOR) DRAINAGE PATTERN.
 PROVIDED WITH FLOOR. WATER CLOSETS TO DISCHARGE TO A
 THROUGH THE WALL WASTE INLET. SANITARY RISER DIAGRAMS
 ALL SHOW HORIZONTAL BRANCH BELOW GRADE WITH FLOOR
 MOUNTED CONNECTIONS DOWN TO CLOSET BEND AND CONNECTING
 HORIZONTALLY TO HORIZONTAL BRANCH. PER WPB FBC 107.2.1,
 RISER DIAGRAMS SHALL DEPICT WATER CLOSETS DISCHARGING
 TO FLOOR MOUNTED CARRIER. DEPICTION SHALL NOTE VERTICAL
 OR HORIZONTAL DRAIN PATTERN AS IS APPLICABLE TO THE
 SITUATION. VENTING OF WATER CLOSETS SHALL CONNECT TO
 CARRIER IN ACCORDANCE WITH FBC PL 909.1 AND/OR AS
 APPLICABLE TO THE SITUATION, SECTIONS 910, 911AND 914.
 P302 AND P100 SHALL REFLECT THE CHANGES.
  
 34. FLOOR DRAINS SHOWN ON P700/DETAILS 2 AND 3, THAT
 ARE NOT CONNECTED TO A CIRCUIT VENTED BRANCH AS ALLOWED
 IN FBC PL 914.1.1 SHALL BE VENTED IN ACCORDANCE WITH
 FBC PL 909.1 AND SECTION 910 OR 911. THE DRY PORTION OF
 THE VENT SHALL BE IN ACCORDANCE WITH FBC PL 905.3,
 905.4 AND 905.5.
  
 35. PER WPB FBC 107.2.1, PROVIDE PLAN VIEW AND RISER
 DIAGRAM TO ADDRESS STORM DRAINAGE OF THE ROOF. PROVIDE
 CALCULATIONS FOR SIZING OF HORIZONTAL PIPING (INCLUDING
 SLOPE OF PIPE), VERTICAL LEADERS AND DOWNSPOUTS. PLANS
 SHALL COMPLY WITH FBC PL CHAPTER 11 INCLUDING BUT NOT
 LIMITED TO SECTION 1106.1, FIGURE 1106.1 100YR. 1 HOUR
 RAINFALL (INCHES) EASTERN UNITED STATES, SECTION
 1106.2, TABLE 1106.2, SECTION 1106.3, TABLE 1106.3,
 SECTION 1106.4, TABLE 1106.4, SECTION 1108.1, SECTION
 1108.2 AND SECTION 1108.3.
  
 36. PER WPB FBC 107.2.1 AND WPB FBC 107.3.5.1.3,
 PROVIDE A RISER DIAGRAM FOR THE HOT AND COLD WATER
 DISTRIBUTION. SHOW SIZING, VALVES, WATER HAMMER
 ARRESTORS, BACKFLOW PREVENTERS, TRAP PRIMER
 CONNECTIONS, FIXTURE/EQUIPMENT CONNECTIONS (ID
 FIXTURES/EQUIPMENT TO CORRESPOND TO FIXTURE/EQUIPMENT
 SCHEDULES) AND APPURTENANCES. FOR CONNECTIONS TO
 FIXTURES/EQUIPMENT THAT ARE DETAILED ON P800/P801, A
 NOTE REFERRING TO APPLICABLE DETAIL SHALL BE PROVIDED;
 VALVING, WHAS ETC. WILL NOT BE REQUIRED TO BE SHOWN IN
 RISER DIAGRAM.
  
 37. PER WPB FBC 107.2.1, PROVIDE A NOTE ON THE PLANS
 STATING ?REFER TO BJS WEST PALM BEACH FL SPECS 15010
 AND 15400 FOR EQUIPMENT, FIXTURES, APPURTENANCES,
 MATERIALS, MEANS AND METHOD SPECIFICATIONS?.
 38. RE: BJS SPEC 15400-2.16-D. BALL VALVES SHALL BE
 LEAD FREE.
  
 39. RE: BJS SPEC 15400-2.17. PER WPB FBC 107.2.1,
 SPECIFY THICKNESSES FOR INSULATION FOR THE DIFFERENT
 APPLICATIONS INCLUDING ABOVE GROUND CONDENSATE. HOT
 WATER SHALL BE INSULATED AS REQUIRED BY FBC EC E607.5
 AND EC C404.4.
  
 40. RE: BJS SPEC 15400-3.2-B. SOLDER SHALL BE LEAD FREE
 COMPLYING WITH FBC PL 605.2.1.
  
 41. RE: BJS SPEC 15400-3.2-C. BRASS SHALL BE LEAD FREE
 COMPLYING WITH FBC PL 605.2.1.
  
 39. RE: BJS SPEC 15400-3.5-B. PER WPB FBC 107.2.1,
 SPECIFY THICKNESSES FOR INSULATION OF THE DOMESTIC
 WATER. HOT WATER SHALL BE INSULATED AS REQUIRED BY FBC
 EC E607.5 AND EC C404.4.
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 21091182 751 W EXECUTIVE CENTER DR
  

Review Stop R ROOF PLAN REVIEW
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Notes
2022-08-04 11:45:32ROOFING TO BE DEFERRED

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Rev No 3 Status F Date 2022-05-17 Cont ID  
Sent By rmcphers Date 2022-05-17 Time 11:39 Rev Time 0.00
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Notes
2022-05-17 11:39:19SEE BUILDING PLAN REVIEW

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Notes
***NONE***

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Rev No 1 Status F Date 2021-11-24 Cont ID  
Sent By rmcphers Date 2021-11-24 Time 15:57 Rev Time 0.00
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Notes
2021-11-24 15:58:04SEE BUILDING PLAN REVIEW

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***NONE***

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Rev No 3 Status F Date 2022-05-17 Cont ID  
Sent By rmcphers Date 2022-05-17 Time 13:05 Rev Time 0.00
Received By rmcphers Date 2022-05-17 Time 13:05 Sent To  
Notes
2022-05-17 13:08:17SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) THE PROVIDED SURVEY DOES NOT SHOW AS DIGITALLY
 SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE A VERIFIABLE ELECTRONIC OR DIGITAL SIGNATURE -
 YOU CAN DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
2022-05-03 15:02:47SIGNATURES FOR PLUMBING/GAS ARE VALID. JS

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-03-01 Cont ID  
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Received By rmcphers Date 2022-03-01 Time 13:10 Sent To  
Notes
2022-03-01 13:11:58SIGNATURE REVIEW
  
 CORRECTIONS NEEDED
  
 1) DRAWINGS A100, P100, P700, SURVEY AND ALL OF THE
 CIVIL DRAWINGS DO NOT SHOW AS DIGITALLY SIGNED IN ADOBE
 READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE AN ELECTRONIC OR DIGITAL SIGNATURE - YOU CAN
 DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
  

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Rev No 1 Status F Date 2021-11-24 Cont ID  
Sent By rmcphers Date 2021-11-24 Time 16:19 Rev Time 0.00
Received By rmcphers Date 2021-11-24 Time 16:19 Sent To  
Notes
2021-11-24 16:21:28SIGNATURE REVIEW
  
 DRAWINGS HE AND RE DO NOT SHOW AS DIGITALLY SIGNED IN
 ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE AN ELECTRONIC OR DIGITAL SIGNATURE - YOU CAN
 DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
2021-11-12 15:43:03MECHANICAL DRAWINGS APPROVED.ME

Review Stop Z ZONING
Rev No 6 Status P Date 2023-03-29 Cont ID  
Sent By eschneid Date 2023-03-29 Time 17:23 Rev Time 0.25
Received By eschneid Date 2023-03-29 Time 17:19 Sent To  
Notes
2023-03-29 17:20:471) RESLOLUTION 100-22 CONTAINS ITEMS THAT MUST BE
 COMPLETED PRIOR TO C.O. OF THE BUILDING. BRIEF
 DESCRIPTION ON PLAN COVER SHEET.
  
 2) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT
 B. SITE LIGHTING
 C. SIGNAGE
 D. WALLS
 E. BICYCLE RACKS
 F. HARDSCAPE
 G. ROOFTOP MECHANICAL SCREENING - FULL HEIGHT REQUIRED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  

Review Stop Z ZONING
Rev No 5 Status F Date 2022-09-26 Cont ID  
Sent By eschneid Date 2022-09-26 Time 16:01 Rev Time 0.50
Received By eschneid Date 2022-09-26 Time 14:24 Sent To  
Notes
2022-09-26 16:04:47FAILED
  
 1) THE BUILDING COMPLIES WITH ZONING REQUIREMENTS;
 HOWEVER, THIS PERMIT WILL REMAIN WITH A ZONING "FAIL"
 UNTIL THE RECORDED CROSS ACCESS, PARKING, DRAINAGE, ETC
 AND MAINTENANCE AGREEMENT IS PROVIDED.
  
 2) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT
 B. SITE LIGHTING
 C. SIGNAGE
 D. WALLS
 E. BICYCLE RACKS
 F. HARDSCAPE
 G. ROOFTOP MECHANICAL SCREENING - FULL HEIGHT REQUIRED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  

Review Stop Z ZONING
Rev No 4 Status F Date 2022-08-11 Cont ID  
Sent By eschneid Date 2022-08-11 Time 12:00 Rev Time 0.75
Received By eschneid Date 2022-08-11 Time 10:53 Sent To  
Notes
2022-08-11 12:03:07FAILED
  
 1) UPDATED COMMENT: RESOLUTION NO. 256-21 REQUIRES THAT
 PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE
 CONSTRUCTION OF THE BJ'S WHOLESALE CLUB BUILDING,
 VERIFICATION MUST BE PROVIDED TO THE PLANNING DIVISION
 THAT BELLSOUTH HAS RELEASED OR RELOCATED THE EXISTING
 EASEMENTS WHICH CONFLICT WITH THE PROPOSED BUILDING.
 ZONING WILL NOT APPROVE THE PERMIT UNTIL THE
 VERIFICATION HAS BEEN PROVIDED.
  
 2) UPDATED COMMENT: THE PROPERTY WAS RECENTLY
 SUBDIVIDED BY THE RECORDATION OF THE PLAT ENTITLED
 BRANDSMART EXECUTIVE CENTER. PRIOR TO ZONING APPROVAL
 OF THIS BUILDING PERMIT, PROVIDE THE PLANNING DIVISION
 A COPY OF THE RECORDED CROSS ACCESS, PARKING, DRAINAGE,
 ETC AND MAINTENANCE AGREEMENTS FOR THE AREA COVERED BY
 THE PLAT. **** NOTE: IN ACCORDANCE WITH DISCUSSIONS
 BETWEEN DUNAY MISKEL BACKMAN AND THE CITY ATTORNEY'S
 OFFICE, AN AGREEMENT WAS REACHED THAT ONCE ALL THE
 PERMIT REVIEW ITEMS HAD BEEN ADDRESSED OTHER THEN THE
 RECORDATION OF THE EASEMENT, THE PLANNING DIVISION
 WOULD ISSUE A "PERMIT READY LETTER". THE LETTER WOULD
 STATE THAT THE PERMIT IS READY TO ISSUE UPON THE
 PROVISION OF THE RECORDED CROSS ACCESS, PARKING,
 DRAINAGE, ETC AND MAINTENANCE AGREEMENT(S). THE PERMIT
 WILL REMAIN WITH A ZONING "FAIL" UNTIL THE RECORDED
 DOCUMENT IS PROVIDED.
  
 3) UPDATED COMMENT: RESOLUTION NO. 256-21 REQUIRES THAT
 ALL ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED TO
 THE FULL HEIGHT OF THE EQUIPMENT. PROVIDE CROSS SECTION
 OR ELEVATION DRAWINGS THAT SHOW THE FULL HEIGHT OF THE
 ROOFTOP MECHANICAL EQUIPMENT, INCLUDING CURBS, AND THE
 METHOD OF SCREENING. **** THANK YOU FOR PROVIDING THE
 SITE LINE DRAWINGS. THEY SHOW THAT THE ROOFTOP
 EQUIPMENT EXTENDS ABOUT THE PARAPET WALLS, AND IS THUS
 NOT SCREENED FOR THE FULL HEIGHT OF THE EQUIPMENT AS
 REQUIRED BY THE DEVELOPMENT ORDER.
  
 4) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT
 B. SITE LIGHTING
 C. SIGNAGE
 D. WALLS
 E. BICYCLE RACKS
 F. HARDSCAPE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
  

Review Stop Z ZONING
Rev No 3 Status F Date 2022-05-18 Cont ID  
Sent By eschneid Date 2022-05-18 Time 17:17 Rev Time 1.00
Received By eschneid Date 2022-05-18 Time 16:05 Sent To  
Notes
2022-05-18 17:17:23FAILED
  
 1) REPEAT COMMENT: RESOLUTION NO. 256-21 REQUIRES THAT
 PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE
 CONSTRUCTION OF THE BJ'S WHOLESALE CLUB BUILDING,
 VERIFICATION MUST BE PROVIDED TO THE PLANNING DIVISION
 THAT FLORIDA POWER & LIGHT AND BELLSOUTH HAVE RELEASED
 OR RELOCATED THE EXISTING EASEMENTS WHICH CONFLICT WITH
 THE PROPOSED BUILDING. ZONING WILL NOT APPROVE THE
 PERMIT UNTIL THE VERIFICATION HAS BEEN PROVIDED.
  
 2) REPEAT COMMENT: THE PROPERTY WAS RECENTLY SUBDIVIDED
 BY THE RECORDATION OF THE PLAT ENTITLED BRANDSMART
 EXECUTIVE CENTER. PRIOR TO ZONING APPROVAL OF THIS
 BUILDING PERMIT, PROVIDE THE PLANNING DIVISION A COPY
 OF THE RECORDED CROSS ACCESS, PARKING, DRAINAGE, ETC
 AND MAINTENANCE AGREEMENTS FOR THE AREA COVERED BY THE
 PLAT. **** NOTE: SUBMITTAL OF THE PLAT AND THE CIVIL
 PLAN DOES NOT ADDRESS THIS COMMENT.
  
 3) REPEAT COMMENT: RESOLUTION NO. 256-21 REQUIRES THAT
 ALL ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED TO
 THE FULL HEIGHT OF THE EQUIPMENT. PROVIDE CROSS SECTION
 OR ELEVATION DRAWINGS THAT SHOW THE FULL HEIGHT OF THE
 ROOFTOP MECHANICAL EQUIPMENT, INCLUDING CURBS, AND THE
 METHOD OF SCREENING. **** THE INITIAL RESPONSE STATED
 THAT THE SITE LINE STUDY IS LOCATED ON SHEET A013;
 HOWEVER, SHEET A013 WAS NOT INCLUDED WITH THE
 RESUBMITTAL. THIS RESPONSE STATES THAT IT IS ON DRAWING
 185 SITE LINE STUDY, WHICH HAS NOT BEEN INCLUDED
 EITHER.
  
 4) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT
 B. SITE LIGHTING
 C. SIGNAGE
 D. WALLS
 E. BICYCLE RACKS
 F. HARDSCAPE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
  

Review Stop Z ZONING
Rev No 2 Status F Date 2022-04-15 Cont ID  
Sent By eschneid Date 2022-04-15 Time 14:09 Rev Time 0.75
Received By eschneid Date 2022-04-15 Time 11:01 Sent To  
Notes
2022-04-15 14:09:41FAILED
  
 1) REPEAT COMMENT: RESOLUTION NO. 256-21 REQUIRES THAT
 PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE
 CONSTRUCTION OF THE BJ'S WHOLESALE CLUB BUILDING,
 VERIFICATION MUST BE PROVIDED TO THE PLANNING DIVISION
 THAT FLORIDA POWER & LIGHT AND BELLSOUTH HAVE RELEASED
 OR RELOCATED THE EXISTING EASEMENTS WHICH CONFLICT WITH
 THE PROPOSED BUILDING. ZONING WILL NOT APPROVE THE
 PERMIT UNTIL THE VERIFICATION HAS BEEN PROVIDED.
  
 2) REPEAT COMMENT: THE PROPERTY WAS RECENTLY SUBDIVIDED
 BY THE RECORDATION OF THE PLAT ENTITLED BRANDSMART
 EXECUTIVE CENTER. PRIOR TO ZONING APPROVAL OF THIS
 BUILDING PERMIT, PROVIDE THE PLANNING DIVISION A COPY
 OF THE RECORDED CROSS ACCESS, PARKING, DRAINAGE, ETC
 AND MAINTENANCE AGREEMENTS FOR THE AREA COVERED BY THE
 PLAT.
  
 3) MAJOR AMENDMENT SUBMITTED - HEARING ON MAY 2, 2022:
 RESOLUTION NO. 256-21 APPROVED THE BUILDING SQUARE
 FOOTAGE AT 103,611 SQUARE FEET. THE PALM BEACH COUNTY
 TRAFFIC APPROVAL LETTER APPROVED 103,607 SQUARE FEET.
 THE PLANS SHOW A 105,568 SQUARE FOOT BUILDING, WHICH
 EXCEEDS THE AMOUNT THAT WAS APPROVED. IT APPEARS THAT
 THIS IS DUE TO THE ADDITION OF THE MEZZANINE SPACE. THE
 BUILDING SQUARE FOOTAGE MAY NOT EXCEED THE APPROVALS.
  
 4) REPEAT COMMENT: THE UNDERGROUND CONDUITS TO THE GAS
 STATION ARE NOT PERMITTED TO BISECT THE TERMINAL OR
 INTERIOR LANDSCAPE ISLANDS. THEY MUST BE RELOCATED.
 ***THE RELOCATED UNDERGROUND CONDUITS STILL BISECT A
 LANDSCAPE ISLAND IN DIRECT CONFLICT WITH A TREE
 LOCATION, WHICH IS NOT PERMITTED. ***
  
 5) REPEAT COMMENT: RESOLUTION NO. 256-21 REQUIRES THAT
 ALL ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED TO
 THE FULL HEIGHT OF THE EQUIPMENT. PROVIDE CROSS SECTION
 OR ELEVATION DRAWINGS THAT SHOW THE FULL HEIGHT OF THE
 ROOFTOP MECHANICAL EQUIPMENT, INCLUDING CURBS, AND THE
 METHOD OF SCREENING. ***THE RESPONSE STATED THAT THE
 SITE LINE STUDY IS LOCATED ON SHEET A013; HOWEVER,
 SHEET A013 WAS NOT INCLUDED WITH THE RESUBMITTAL.***
  
 6) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT
 B. SITE LIGHTING
 C. SIGNAGE
 D. WALLS
 E. BICYCLE RACKS
 F. HARDSCAPE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
  

Review Stop Z ZONING
Rev No 1 Status F Date 2022-01-07 Cont ID  
Sent By eshneide Date 2022-01-07 Time 16:12 Rev Time 2.00
Received By eschneid Date 2022-01-07 Time 12:10 Sent To  
Notes
2021-10-27 16:29:32FAILED
  
 1) RESOLUTION NO. 256-21 REQUIRES THAT PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF
 THE BJ'S WHOLESALE CLUB BUILDING, VERIFICATION MUST BE
 PROVIDED TO THE PLANNING DIVISION THAT FLORIDA POWER &
 LIGHT AND BELLSOUTH HAVE RELEASED OR RELOCATED THE
 EXISTING EASEMENTS WHICH CONFLICT WITH THE PROPOSED
 BUILDING. ZONING WILL NOT APPROVE THE PERMIT UNTIL THE
 VERIFICATION HAS BEEN PROVIDED.
  
 2) THE PROPERTY WAS RECENTLY SUBDIVIDED BY THE
 RECORDATION OF THE PLAT ENTITLED BRANDSMART EXECUTIVE
 CENTER. PRIOR TO ZONING APPROVAL OF THIS BUILDING
 PERMIT, PROVIDE THE PLANNING DIVISION A COPY OF THE
 RECORDED CROSS ACCESS, PARKING, DRAINAGE, ETC AND
 MAINTENANCE AGREEMENTS FOR THE AREA COVERED BY THE
 PLAT.
  
 3) PROVIDE A SURVEY FOR THE SITE WHICH SHOWS THE
 PROPOSED BUILDING LOCATION AND THE BUILDING SETBACKS.
  
 4) RESOLUTION NO. 256-21 APPROVED THE BUILDING SQUARE
 FOOTAGE AT 103,611 SQUARE FEET. THE PALM BEACH COUNTY
 TRAFFIC APPROVAL LETTER APPROVED 103,607 SQUARE FEET.
 THE PLANS SHOW A 105,568 SQUARE FOOT BUILDING, WHICH
 EXCEEDS THE AMOUNT THAT WAS APPROVED. IT APPEARS THAT
 THIS IS DUE TO THE ADDITION OF THE MEZZANINE SPACE. THE
 BUILDING SQUARE FOOTAGE MAY NOT EXCEED THE APPROVALS.
  
 5) SHEET A102 SHOWS A BOLLARD BEING INSTALLED AT THE
 END OF THE LOADING DOCK SCREEN WALL. THE DRIVE AISLE
 DIMENSIONS ON THE APPROVED SITE PLAN WERE PROVIDED FROM
 THE END OF THE SCREEN WALL (NO BOLLARD WAS SHOWN).
 PROVIDE A DRAWING SHOWING THE DRIVE AISLE DIMENSION
 WHEN MEASURED FROM THE PROPOSED BOLLARD SO THAT STAFF
 CAN VERIFY THAT THE DRIVE AISLE STILL HAS ADEQUATE
 CLEARANCE FOR TWO-WAY TRUCK TRAFFIC.
  
 6) THE ARCHITECTURAL SITE PLAN DOES NOT ACCURATELY
 DEPICT THE PARKING ALONG THE NORTH SIDE OF THE
 BUILDING. THERE ARE ONLY TWO PARKING SPACES PERMITTED
 WEST OF THE DOOR WITH THE STRIPED AREA DUE TO THE WIDTH
 OF THE DRIVE AISLE. ADDITIONALLY, THE MAIN PARKING
 FIELD IS ALSO NOT IN COMPLIANCE WITH THE APPROVED
 PLANS. ALL PLANS MUST SHOW THE ACCURATE APPROVED
 CONDITIONS.
  
 7) THE UNDERGROUND CONDUITS TO THE GAS STATION ARE NOT
 PERMITTED TO BISECT THE TERMINAL OR INTERIOR LANDSCAPE
 ISLANDS. THEY MUST BE RELOCATED.
  
 8) RESOLUTION NO. 256-21 REQUIRES THAT ALL ROOFTOP
 MECHANICAL EQUIPMENT MUST BE SCREENED TO THE FULL
 HEIGHT OF THE EQUIPMENT. PROVIDE CROSS SECTION OR
 ELEVATION DRAWINGS THAT SHOW THE FULL HEIGHT OF THE
 ROOFTOP MECHANICAL EQUIPMENT, INCLUDING CURBS, AND THE
 METHOD OF SCREENING.
  
 9) THE LOW TOWER ELEMENTS MUST BE A COMPLETE HIP ROOF,
 NOT JUST THE TRUNCATED HALF PORTION ON THE EXTERIOR
 BUILDING FACADE AS SHOWN ON THE PLANS. ADDITIONALLY,
 PLEASE CHECK THE ELEVATION DRAWINGS AS THERE ARE
 DISCREPANCIES ON THE LOW TOWER LOCATIONS (MORE SEEM TO
 BE SHOWN THAN ARE BEING INSTALLED).
  
 10) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT
 B. SITE LIGHTING
 C. SIGNAGE
 D. WALLS
 E. BICYCLE RACKS
 F. HARDSCAPE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]


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