Plan Review Details - Permit 21080122
Plan Review Stops For Permit 21080122
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2023-05-16 Cont ID  
Sent By cpuell Date 2023-05-16 Time 16:47 Rev Time 0.00
Received By cpuell Date 2023-05-16 Time 16:47 Sent To  
Notes
2023-05-16 16:47:42PREVIOUS COMMENTS NOT ADDRESSED
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2022-09-23 Cont ID  
Sent By cpuell Date 2022-09-23 Time 14:32 Rev Time 0.00
Received By cpuell Date 2022-09-23 Time 14:32 Sent To  
Notes
2022-09-23 14:34:57THANK YOU FOR WORKING ON THE UNITY OF TITLE, PLEASE
 CONTACT [email protected] TO DISCUSS ADDRESS ISSUES
 WITH THIS PARCEL.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-09-13 Cont ID  
Sent By cpuell Date 2021-09-13 Time 13:05 Rev Time 0.00
Received By cpuell Date 2021-09-13 Time 13:05 Sent To  
Notes
2021-09-13 13:08:07PARCEL'S 74434309110000320 AND 74434309110000310
 APPREAR TO BE MERGED. YOU WILL NEED TO CONTACT VINCE
 NOEL [email protected] OR CALL 561-494-1040 TO START THE
 UNITY OF TITLE PROCEDURE. CURRENTLY THERE ARE TWO
 SEPARATE PCNS, A SINGLE PCN MUST BE ISSUED BY THE
 COUNTY. ONCE YOU HAVE RECEIVED THE SINGLE PCN AFTER
 DOING THE UNITY OF TITLE AND THEN CONTACTING THE
 PROPERTY APPRAISERS AND ISSUED A SINGLE PROPERTY
 CONTROL NUMBER (PCN) PLEASE CONTACT [email protected] OR
 CALL 561-805-6659 TO BE ISSUED AN ADDRESS. THE PLANS
 SHOW TWO ENTRANCES, ONE ON 25TH ST AND ONE ON N
 AUSTRALIAN AVE, PLEASE CONTACT CPUELL TO DISCUSS A
 SINGLE ADDRESS.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 2021-08-03 Cont ID  
Sent By scwelter Date 2021-08-03 Time 16:01 Rev Time 0.00
Received By scwelter Date 2021-08-03 Time 16:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2023-05-09 Cont ID  
Sent By rmcphers Date 2023-05-09 Time 10:57 Rev Time 0.00
Received By rmcphers Date 2023-05-09 Time 09:01 Sent To  
Notes
2023-05-09 09:21:36NEW BUILDING - CONVENIENCE STORE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE THE FLORIDA STATE FRONT PAGES FOR THE
 PROVIDED PRODUCT APPROVALS.
  
 2) PLEASE SHOW THE REQUIRED WIND DESIGN PRESSURES FOR
 EACH WIND ZONE FOR THE ROOFING SYSTEMS - FBC 1609
  
 3) PLEASE PROVIDE A PROPOSED ELEVATION CERTIFICATE -
 FBC WPB 107.3.5.1
  
 4) DRAWING A1.3 SHOWS THE WIDTH OF THE ACCESSIBLE STALL
 DOOR AT 32 INCHES INCLUDING THE DOOR IN THE 32 INCHES -
 THE CLEAR DOOR OPENING NEEDS TO BE 32 INCHES - FBC A
 404.2.3 CLEAR WIDTH.
 DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES
 (815 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH
 SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF
 THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.
  
 5) DRAWING S2.2 SHOWS THE DESIGN WIND SPEED AT 168MPH
 ON THE ROOF PLAN NOTE - SHOULD BE 170MPH PER FBC WPB
 SECTION 120
  
 6) SEPARATE PERMITS ARE REQUIRED FOR - DUMPSTER
 ENCLOSURE, CANOPY, GAS TANKS, PARKING LOT
  
 7) DRAWINGS CV-B, A1.4, S2.2 DO NOT SHOW AS DIGITALLY
 SIGNED IN ADOBE READER - SIGNED AND SEALED DRAWINGS IN
 PROJECTDOX NEED TO BE DIGITALLY/ELECTRONICALLY SIGNED
 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).
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-10-03 Cont ID  
Sent By rmcphers Date 2022-10-03 Time 14:57 Rev Time 0.00
Received By rmcphers Date 2022-10-03 Time 14:23 Sent To  
Notes
2022-10-03 14:34:09NEW BUILDING - CONVENIENCE STORE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE THE PRODUCT APPROVALS FOR THE DOORS,
 AND ROOFING SYSTEMS THAT ARE LISTED ON PAGE CV-B - OR
 HAVE THE PROVIDED PRODUCT APPROVALS REVIEWED AND MARKED
 APPROVED BY THE BUILDING DESIGNER OF RECORD - FBC WPB
 107.3.4
  
 2) DRAWINGS S1.1 SHOWS THE WIND SPEED USED FOR WIND
 DESIGN AS 168MPH - RISK CATEGORY II WIND SPEED SHOULD
 BE 170MPH PER FBC WPB SECTION 120.
  
 3) DRAWING CV-B SHOWS ASCE 7-10 USED FOR WIND DESIGN -
 SHOULD BE ASCE 7-16 FBC CHAPTER 35
  
 4) DRAWING S1.1 SHOWS THE WIND DESIGN USING "EXPOSURE
 B" - THE BUILDING IS NEXT TO A LARGE LAKE - "EXPOSURE
 D" SHOULD BE USED.
  
 5) IN THE PRODUCT APPROVAL PROVIDED FOR THE FLAT DECK -
 PLEASE CIRCLE THE ROOFING SYSTEM TO BE USED IN THE
 ROOFING PRODUCT APPROVAL - ROOFING SYSTEM TO BE USED ON
 THE PROVIDED PRODUCT APPROVAL MAY REQUIRE ADDITIONAL
 SIGNED AND SEALED ATTACHMENT DETAILS FROM AN ARCHITECT
 OR ENGINEER FOR ROOF WIND ZONES 2 AND 3 WHICH REQUIRE A
 HIGHER PRESSURE THAN THE MAXIMUM SHOWN ON THE PRODUCT
 APPROVAL - SEE GENERAL NOTES IN THE PRODUCT APPROVAL.
  
 6) THE SOIL REPORT PROVIDED - DOES NOT SHOW AS
 DIGITALLY SIGNED IN ADOBE READER - SIGNED AND SEALED
 DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED 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).
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-10-05 Cont ID  
Sent By rmcphers Date 2021-10-05 Time 16:22 Rev Time 0.00
Received By rmcphers Date 2021-10-05 Time 12:50 Sent To  
Notes
2021-10-05 15:39:17NEW BUILDING - CONVENIENCE STORE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR WINDOW, DOOR AND
 ROOFING SYSTEM LISTED ON THE PLANS.
 2) PLEASE PROVIDE A SOIL REPORT (GEOTECHNICAL REPORT).
 FBC 1803.1
 3) PLEASE SHOW RESTROOM WALL FINISH TO COMPLY WITH -
 FBC 1210.2.2 WALLS AND PARTITIONS.
 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. (DRYWALL IS NOT CONSIDERED A HARD SURFACE).
 4) DRAWINGS S1.1, S2.2 AND CV-B SHOW THE WIND SPEED
 USED FOR WIND DESIGN AS 168MPH - RISK CATEGORY II WIND
 SPEED SHOULD BE 170MPH PER FBC WPB SECTION 120.
 5) SEPARATE PERMITS ARE REQUIRED FOR DUMPSTER
 ENCLOSURE, EXISTING BUILDING DEMO, PARKING LOT, FUEL
 PUMPS AND FUEL PUMP CANOPIES - PLEASE ACKNOWLEDGE THIS.
 6) PLEASE SHOW THE SALES COUNTER HEIGHT TO COMPLY WITH
 FBC 904.4
 7) PLEASE SHOW THE GRAB BAR MAX. HEIGHT ABOVE THE
 FINISHED FLOOR TO THE TOP OF THE GRIPPIONG SURFACE FBC
 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE,
 8) SURVEY PROVIDED SHOWS THE PROPERTY IN A FLOOD ZONE
 "X" - PALM BEACH COUNTY FLOOD MAP SHOWS THE PROPERTY IN
 FLOOD ZONE "X" AND "A" - PLEASE SHOW THE PROPOSED
 BUILDING ON THE SURVEY AND THE FLOOD ZONE DELENIATION
 LINES TO DETERMINE IF THE BUILDING IS IN THE FLOOD ZONE
 "A".
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-10-18 Cont ID  
Sent By jleahy Date 2022-10-18 Time 15:55 Rev Time 0.00
Received By jleahy Date 2022-10-18 Time 15:51 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-10-02 Cont ID  
Sent By jleahy Date 2021-10-02 Time 09:40 Rev Time 0.00
Received By jleahy Date 2021-10-02 Time 08:16 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2023-05-11 Cont ID  
Sent By lquinone Date 2023-05-11 Time 15:21 Rev Time 0.00
Received By lquinone Date 2023-05-11 Time 15:21 Sent To  
Notes
2023-05-11 15:20:40A FORMAL ENGINEERING SUBMITTAL IS REQUIRED. PLEASE
 EMAIL FOR SUBMITTAL DOCUMENTS.
  
 THANKS,
 LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT (561) 494-1085
 [email protected]
 FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-09-27 Cont ID  
Sent By rrossano Date 2022-09-27 Time   Rev Time 0.00
Received By rrossano Date 2022-09-27 Time   Sent To  
Notes
2022-09-27 11:40:50A FORMAL ENGINEERING SUBMITTAL IS REQUIRED. PLEASE
 EMAIL FOR SUBMITTAL DOCUMENTS.
  
 THANKS,
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR, WEST PALM BEACH, FL
 33401
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-09-17 Cont ID  
Sent By rrossano Date 2021-09-17 Time   Rev Time  
Received By rrossano Date 2021-09-17 Time   Sent To  
Notes
2021-09-17 08:41:09A FORMAL ENGINEERING SUBMITTAL IS REQUIRED. PLEASE
 EMAIL FOR DOCUMENTS.
  
 THANKS,
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR, WEST PALM BEACH, FL
 33401
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-09-26 Cont ID  
Sent By pleduc Date 2022-09-26 Time   Rev Time 0.00
Received By pleduc Date 2022-09-26 Time 10:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-09-14 Cont ID  
Sent By pleduc Date 2021-09-14 Time   Rev Time 0.00
Received By pleduc Date 2021-09-14 Time 15:46 Sent To  
Notes
2021-09-14 16:01:13FIRE PROVISO:
  
 PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES
 WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION. ANY
 COMMERCIAL, INDUSTRIAL,
 OR ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS
 OR MORE WHICH
 USES HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN
 ANY PORTION SHALL BE MARKED WITH A MALTESE CROSS SIGN
 MEASURING
 8 INCHES HORIZONTALLY AND 8 INCHES VERTICALLY, OF A
 BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN
 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
  
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
  
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
  
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-05-16 Cont ID  
Sent By cpuell Date 2023-05-16 Time 16:47 Rev Time 0.00
Received By cpuell Date 2023-05-03 Time 09:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-10-18 Cont ID  
Sent By jleahy Date 2022-10-18 Time 15:55 Rev Time 0.00
Received By jleahy Date 2022-09-23 Time 09:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-10-06 Cont ID  
Sent By rmcphers Date 2021-10-06 Time 07:46 Rev Time 0.00
Received By rmcphers Date 2021-09-13 Time 11:38 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-10-05 Cont ID  
Sent By rmcphers Date 2021-10-05 Time 12:50 Rev Time 0.00
Received By rmcphers Date 2021-10-05 Time 12:50 Sent To  
Notes
2021-10-05 12:50:57PLANS 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 F Date 2023-05-09 Cont ID  
Sent By medwards Date 2023-05-09 Time 10:49 Rev Time 0.00
Received By medwards Date 2023-05-09 Time 10:49 Sent To  
Notes
2023-05-09 10:49:563RD REVIEW FMC
 PERMIT: 21080122
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE VENTLESS HOOD MUST COMPLY WITH FMC 507.1
 EXCEPTION 2. PROVIDE DOCUMENTATION THAT THIS VENTLESS
 HOOD IS LISTED AND LABELED IN ACCORDANCE WITH UL 710B.
  
 2) THE COOKING APPLIANCE MUST MEET THE REQUIREMENTS OF
 FMC 917.1. PROVIDE DOCUMENTATION THAT THIS COMMERCIAL
 ELECTRIC COOKING APPLIANCE IS LISTED AND LABELED IN
 ACCORDANCE WITH UL 197.
  
 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 2 Status F Date 2022-09-26 Cont ID  
Sent By medwards Date 2022-09-26 Time 16:22 Rev Time 0.00
Received By medwards Date 2022-09-26 Time 16:22 Sent To  
Notes
2022-09-26 16:22:512ND REVIEW FMC
 PERMIT: 21080122
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE ENERGY CODE CALCULATIONS PAGE 2 OF 18 HAS THE
 JURISDICTION AS ALACHUA COUNTY, ALACHUA, FL. 111000.
 PLEASE PROVIDE THE CORRECT INFORMATION AS THE
 JURISDICTION IS THE CITY OF WEST PALM BEACH. IT ALSO
 APPEARS THAT ON PAGES 5,6 AND 7 OF 18 THAT GAINESVILLE
 REGIONAL AP WAS USED FOR THE WEATHER INFORMATION.
 PROVIDE THE CORRECT LOCATION ON THIS DOCUMENT. PALM
 BEACH INTERNATIONAL, PBI. FBC 107.3.5
  
 2) THE MECHANICAL EQUIPMENT SIZING CALCULATIONS IS
 STILL USING MIAMI IAP AS THE LOCATION. THIS SHOULD SHOW
 WEST PALM BEACH. FBC 107.3.5
  
 3) PREVIOUS COMMENT: PLEASE PROVIDE SPECIFICATIONS ON:
 CHEFTOP OVEN, VENTLESS HOOD AND THE THERMO DRAWER. FBC
 107.3.5
  
 4) PLEASE SHOW THE MECHANICAL EQUIPMENT ON THE ROOF
 WILL HAVE THE REQUIRED FALL PROTECTION. FMC 304.11
  
  
 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 2021-09-23 Cont ID  
Sent By medwards Date 2021-09-23 Time 08:10 Rev Time 0.00
Received By medwards Date 2021-09-23 Time 08:10 Sent To  
Notes
2021-09-23 08:10:551ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21080122
  
 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) THE ENERGY CALCULATIONS MUST BE FILLED OUT
 COMPLETELY AND MUST SHOW THE CORRECT CITY, STATE AND
 JURISDICTION. FBC 107.2.1
  
 2) THE MECHANICAL LOAD CALCULATIONS MUST SHOW THE
 LOCATION OF THE PROJECT AND THE NAME OF THE PROJECT AND
 SHOW THE CORRECT LOCATION (WEST PALM BEACH). FBC
 107.2.1
  
 3) PAGE 3 OF 7 OF THE MECHANICAL LOAD CALCULATIONS SHOW
 THE VENTILATION SIZING SUMMARY FOR RTU-1A,B. PLEASE
 PROVIDE THE OUTDOOR AIR CALCULATIONS BASED ON FBC M
 403.3.1.1 AND TABLE 403.3.1.1 FOR EACH USE OF SPACE.
 NOTE: YOU CAN USE FOOTNOTE A FOR NET FLOOR AREA.
  
 4) PLEASE ADD A NOTE STATING THAT THE REFRIGERATION
 SYSTEMS WILL REQUIRE A SEPARATE PERMIT APPLICATION,
 SUBMITTAL AND REVIEW AS IT WILL NOT BE REVIEWED UNDER
 THIS PERMIT.
  
 5) PLEASE PROVIDE SPECIFICATIONS ON: CHEFTOP OVEN,
 VENTLESS HOOD AND THE THERMO DRAWER. FBC 107.2.1
  
 6) SHEET M-0.0: THE ASHRAE STANDARD REFERENCED IN THE
 OUTDOOR AIR CALCULATION IS OUT OF DATE. THE 2020 FBC M
 REFERENCES ASHRAE 62.1-2016 PLEASE USE THIS VERSION.
  
 7) SHEET M-0.0 IS REFERENCING MIAMI FLORIDA IN THE HVAC
 DESIGN PARAMETERS, PLEASE USE WEST PALM BEACH.
  
 8) PLEASE ADD A NOTE TO THE DRAWINGS STATING THAT THE
 FUEL SYSTEM WILL REQUIRE A SEPARATE PERMIT APPLICATION,
 SUBMITTAL AND REVIEW.
  
  
 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 NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2023-05-09 Cont ID  
Sent By rmcphers Date 2023-05-09 Time 10:54 Rev Time 0.00
Received By rmcphers Date 2023-05-09 Time 10:54 Sent To  
Notes
2023-05-09 10:55:40APPROXIMATE A ZONE
 WAITING ON ELEVATION DECISION.
Review Stop P PLUMBING
Rev No 3 Status P Date 2023-05-09 Cont ID  
Sent By ccole Date 2023-05-09 Time 14:17 Rev Time 0.00
Received By ccole Date 2023-05-09 Time 11:55 Sent To  
Notes
2023-05-09 14:18:403RD REVIEW FBC-2020 PLUMBING
 PERMIT- 21080122
 5/9/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. COMMENTS REMAINING FROM
 THE 1ST AND 2ND REVIEWS ARE PRINTED BELOW WITH
 MODIFICATIONS FOR CLARITY.
  
 1) PLEASE NOTE: DUE TO A CHANGE IN PROCESS, THE GREASE
 INTERCEPTOR PERMIT IS REQUIRED TO BE SUBMITTED PRIOR TO
 APPROVAL OF THE PLUMBING PLAN REVIEW. YOU CAN SUBMIT AN
 APPLICATION "TBD" (TO BE DETERMINED) IF YOU DO NOT HAVE
 A CONTRACTOR SELECTED BY EMAILING A COMPLETED PERMIT
 APPLICATION TO [email protected]. YOU WILL
 RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU
 MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE
 APPLICATION IS REQUIRED AT THIS TIME. WE RECOMMEND THAT
 YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME. AFTER
 YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA EMAIL
 AND I WILL CHANGE THE REVIEW STATUS TO PASS.
  
 2) COMMENT #10 FROM THE 1ST AND 2ND REVIEW STILL
 EXISTS- SHEETS A1.4, A1.5, P1.0 & P1.1: THE DRAINAGE
 FROM THE HANDSINKS ( EQUIPMENT ITEM #83) AND THE FLOOR
 SINKS BELOW THE ICE MAKER (22) SHALL NOT DRAIN INTO THE
 GREASE WASTE LINE AND INTERCEPTOR- SECS. 1003.2 AND
 1003.3.1 FBC P.
 PLANS NOT CORRECTED. THIS IS A MANDATORY REQUIRMENT IN
 ACCORDANCE WITH THE FBC P AND THE WPB UTILITIES DEPT-
 PLEASE CORRECT THE PLANS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2023-02-13 Cont ID  
Sent By ccole Date 2022-09-29 Time 13:23 Rev Time 0.00
Received By ccole Date 2022-09-27 Time 15:23 Sent To  
Notes
2022-09-29 13:24:402ND REVIEW FBC-2020 PLUMBING
 PERMIT- 21080122
 9/28/2022
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. COMMENTS REMAINING FROM
 THE 1ST REVIEW ARE PRINTED BELOW WITH ADDITIONAL NOTES
 FOR CLARIFICATION.
  
 2) CV-B & P-0.1: PLEASE PROVIDE ON THE PLAN A LIST OF
 SEPARATE PERMITS THAT ARE REQUIRED RELATING TO THE
 MASTER PLUMBING PERMIT- BACKFLOW PREVENTER FOR POTABLE
 WATER SERVICE, GREASE AND SOLIDS INTERCEPTOR
 INSTALLATIONS, IRRIGATION SYSTEM- SECTION 105.1 AND
 107.1 WPB.
  
 DUE TO A CHANGE IN PROCESS, THE POTABLE WATER BACKFLOW
 PERMIT AND GREASE INTERCEPTOR PERMIT ARE REQUIRED TO BE
 SUBMITTED PRIOR TO ISSUANCE OF THE PRIMARY PERMIT. YOU
 CAN SUBMIT AN APPLICATION "TBD" (TO BE DETERMINED) IF
 YOU DO NOT HAVE A CONTRACTOR SELECTED BY EMAILING A
 COMPLETED PERMIT APPLICATION TO [email protected]
 . YOU WILL RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD
 PLANS. YOU MAY UPLOAD PLANS AND PAY FEES AT A FUTURE
 DATE, BUT THE APPLICATION IS REQUIRED AT THIS TIME. WE
 RECOMMEND THAT YOU PAY FEES AND UPLOAD PLANS AT THE
 SAME TIME. AFTER YOU HAVE THE PERMIT(S) GENERATED,
 NOTIFY ME VIA EMAIL AND I WILL CHANGE THE REVIEW STATUS
 TO PASS.
  
 8) P-0.1: PROVIDE A PLUMBING FIXTURE SCHEDULE- SECTION
 107.2.1 WPB.
  
 NOT PROVIDED.
  
 9) C4.0 & P1.0: THE LOCATIONS OF THE INTERCEPTORS AS
 SHOWN ON THE PLANS DO NOT MATCH- SECTION 107.2.1 WPB.
 A) PLEASE SHOW FIELD LOCATION OF SCHEDULE NOTE 4 ON
 C4.0.
  
 PLANS NOT CORRECTED.
  
 10) P1.0 & P2.0: THE CLEAR WATER WASTE FROM THE HAND
 SINKS AND FLOOR SINKS UNDER ICE BINS AND ICE MAKERS
 ETC. SHALL NOT DRAIN INTO THE GREASE WASTE LINE AND
 INTERCEPTOR- SECTIONS 1003.2 AND 1003.3.1 FBC P.
  
 PLANS NOT CORRECTED. THIS IS A MANDATORY REQUIRMENT IN
 ACCORDANCE WITH THE FBC P AND THE WPB UTILITIES DEPT-
 PLEASE CORRECT THE PLANS.
  
 11) P1.0 & P2.0: THE URINAL DRAIN SHALL NOT CONNECT
 INTO THE MEN'S WET-VENTED HORIZONTAL BRANCH DRAIN-
 SECTION 912.1 FBC P. PLEASE RELOCATE THE DRAIN
 CONNECTION TO A POINT DOWNSTREAM OF THE WET VENTED
 FIXTURES.
  
 P1.1: THE URINAL DRAIN AND VENT ARE APPROVED. PROVIDE A
 VENT AT THE BACK-TO-BACK DOUBLE LAVATORY LOCATION TO
 SERVE A DRY VENT FOR THE HORIZONTAL WET VENT- SEC.
 912.2.1 FBC P.
  
 12) SHEETS P1.0 & P2.0 ARE BEING USED TO IDENTIFY BOTH
 THE SANITARY AND WATER PLANS. ACCORDING TO THE INDEX
 THE WATER PLANS SHOULD BE LABELED P1.1 AND P2.1- PLEASE
 CORRECT- SECTION 107.2.1 WPB.
  
 PLEASE REVIEW THE INDEX ON SHEET CV-B AND LABEL THE
 PLUMBING PLANS AS THEY ARE LABELED IN THE INDEX.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-09-29 Cont ID  
Sent By ccole Date 2021-09-29 Time 13:42 Rev Time 0.00
Received By ccole Date 2021-09-28 Time 07:31 Sent To  
Notes
2021-09-29 13:44:291ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21080122
 9/28/2021
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET CV-B & P-01: FLOOD MAPS INDICATE A PORTION IN
 THE REAR OF THE BUILDING LOT TO BE IN AN AE FLOOD
 HAZARD ZONE. PLEASE REFER TO SECTION 7.3 ASCE-2014 AND
 PROVIDE DETAILS AND NOTES ON THE PLAN INDICATING
 COMPLIANCE FOR THE PLUMBING AND DRAINAGE SYSTEM
 COMPONENTS.
 SECTION 7.3.1: PLUMBING PIPES SHALL BE BURIED TO A
 DEPTH SUFFICIENT TO PREVENT MOVEMENT, SEPARATION, OR
 LOSS DUE TO FLOODING AND EROSION UNDER DESIGN FLOOD
 CONDITIONS.
 SECTION 7.3.2: PLUMBING PIPING EMERGING FROM
 UNDERGROUND SHALL BE DESIGNED, CONSTRUCTED, ANCHORED,
 AND PROTECTED TO WITHSTAND FLOOD-RELATED LOADS,
 INCLUDING THE EFFECTS OF BUOYANCY, HYDRODYNAMIC FORCES,
 AND DEBRIS IMPACT.
 SECTION 7.3.3: THE PLUMBING SYSTEM AND COMPONENTS SHALL
 BE ELEVATED AT A MINIMUM OF 1 FT. ABOVE THE BFE + 1 FT.
 OR THE DFE WHICHEVER IS HIGHER PER TABLE 7-1. OPENINGS
 BELOW THE REQUIRED ELEVATION SHALL BE PROTECTED WITH
 AUTOMATIC BACKWATER VALVES OR OTHER AUTOMATIC BACKFLOW
 DEVICES.
 SECTION 7.3.4: SANITARY SYSTEMS SHALL BE DESIGNED TO
 MINIMIZE INFILTRATION OF FLOODWATERS INTO THE SYSTEMS
 AND DISCHARGES FROM THE SYSTEMS INTO FLOODWATERS. VENTS
 AND OPENINGS SHALL BE DESIGNED, CONSTRUCTED, INSTALLED
 AND ANCHORED TO RESIST AT LEAST 1.5 TIMES THE POTENTIAL
 BUOYANT AND OTHER FLOOD FORCES ACTING ON AN EMPTY TANK
 DURING DESIGN FLOOD CONDITIONS. TANKS AND PIPING SHALL
 BE INSTALLED TO RESIST LOCAL SCOUR AND EROSION. PLEASE
 NOTE THAT SANITARY SYSTEMS THAT MUST REMAIN OPERATIONAL
 DURING OR IMMEDIATELY AFTER THE DESIGN FLOOD OR LESSER
 FLOODS SHALL BE EQUIPPED WITH A SEALED STORAGE TANK
 THAT IS SIZED TO STORE AT LEAST 150 % OF THE
 ANTICIPATED SEWAGE FLOW ASSOCIATED WITH OCCUPANCY
 DURING FLOOD CONDITIONS AND DURING SUBSEQUENT PERIODS
 OF SATURATED SOIL WHEN SEWAGE WILL NOT PERCOLATE.
  
 2) CV-B & P-0.1: PLEASE PROVIDE ON THE PLAN A LIST OF
 SEPARATE PERMITS THAT ARE REQUIRED RELATING TO THE
 MASTER PLUMBING PERMIT- BACKFLOW PREVENTER FOR POTABLE
 WATER SERVICE, GREASE AND SOLIDS INTERCEPTOR
 INSTALLATIONS, IRRIGATION SYSTEM- SECTION 105.1 AND
 107.1 WPB.
  
 3) P-0.0: THE SAMPLING PORT DETAIL IS NOT IN ACCORDANCE
 WITH THE SCHIER GREASE INTERCEPTOR MANUFACTURER. PLEASE
 PROVIDE THE MANUFACTURER'S INSTALLATION DETAIL AND
 SPECIFICATIONS ON THE PLAN AND SHOW AN H-20 COVER WILL
 BE INSTALLED TO PROTECT THE OPENING- SECTION 1003.3.4
 FBC P.
  
 4) P-0.0 & P1.0: REFER TO FLOOD HAZARD NOTES UNDER
 COMMENT #1 AND PROVIDE INTERCEPTOR AND GREASE WASTE
 PIPING ANCHORING DETAILS THAT MEET COMPLIANCE WITH
 SECTION 7.3.4.
  
 5) P-01 WH DETAIL: A HEAT TRAP IS ALSO REQUIRED ON THE
 COLD WATER INLET PIPE PER SECTION C404.3 FBC EC.
  
 6) P-01 WH DETAIL: IDENTIFY THE TYPE OF WASTE RECEPTOR
 RECEIVING THE DRAINAGE FOR THE RELIEF VALVE LINE-
 SECTION 594,6(5) FBC P.
  
 7) P-0.1: PROVIDE A WATER HEATER EQUIPMENT SCHEDULE ON
 THE PLAN INDICATING THE MAKE AND MODEL, GALLON SIZE,
 AND EFFICIENCY RATING- TABLE C404.2 FBC EC.
  
 8) P-0.1: PROVIDE A PLUMBING FIXTURE SCHEDULE- SECTION
 107.2.1 WPB.
  
 9) C4.0 & P1.0: THE LOCATIONS OF THE INTERCEPTORS AS
 SHOWN ON THE PLANS DO NOT MATCH- SECTION 107.2.1 WPB.
 A) PLEASE SHOW FIELD LOCATION OF SCHEDULE NOTE 4 ON
 C4.0.
  
 10) P1.0 & P2.0: THE CLEAR WATER WASTE FROM THE HAND
 SINKS AND FLOOR SINKS UNDER ICE BINS AND ICE MAKERS
 ETC. SHALL NOT DRAIN INTO THE GREASE WASTE LINE AND
 INTERCEPTOR- SECTIONS 1003.2 AND 1003.3.1 FBC P.
  
 11) P1.0 & P2.0: THE URINAL DRAIN SHALL NOT CONNECT
 INTO THE MEN'S WET-VENTED HORIZONTAL BRANCH DRAIN-
 SECTION 912.1 FBC P. PLEASE RELOCATE THE DRAIN
 CONNECTION TO A POINT DOWNSTREAM OF THE WET VENTED
 FIXTURES.
  
 12) SHEETS P1.0 & P2.0 ARE BEING USED TO IDENTIFY BOTH
 THE SANITARY AND WATER PLANS. ACCORDING TO THE INDEX
 THE WATER PLANS SHOULD BE LABELED P1.1 AND P2.1- PLEASE
 CORRECT- SECTION 107.2.1 WPB.
  
 13) P1.1 & P2.1: INDICATE HOW TEMPERED WATER IS BEING
 SUPPLIED TO THE LAVATORIES- SECTION 419.5 FBC P.
  
 14) P1.1 & P2.1: THE 1/2-INCH HW SUPPLY LINES TO THE
 LAVATORIES ARE EXCEEDING THE MAXIMUM 2 FT. ALLOWABLE
 LENGTH FROM THE HOT WATER SOURCE TO THE LAV. PLEASE
 PROVIDE EITHER POINT OF USE WATER HEATERS OR A
 RECIRCULATION PUMP FOR THE SYSTEM- SECTION C404.5.2 FBC
 EC.
  
 15) P2.1: SHOW THE LOCATIONS OF REQUIRED WATER HAMMERS
 AND BACKFLOW PREVENTERS AT THE ICE MACHINES, ICE
 MAKERS, AND COFFEE MACHINES- SECTIONS 604.9 & 608.3 FBC
 P.
  
 16) A1.5, P1.1 & P2.1: THE EQUIPMENT SHOWS ITEMS SUCH
 AS THE VITAMIN WATER MACHINE, FROZEN BEVERAGE BLENDER,
 TEA BREWER, OVEN ETC. THAT REQUIRE POTABLE WATER
 CONNECTIONS. PLEASE REVISE P1.2 & P2.1 TO SHOW ALL
 WATER SUPPLY CONNECTIONS. THE SCHEDULE ALSO SHOWS A
 WATER FILTER. SHOW THE LOCATION OF THE FILTER ON THE
 DRAWINGS. CLARIFY IF THERE WILL BE A SEPARATE FILTERED
 WATER SUPPLY SYSTEM TO BE PROVIDED FOR THE EQUIPMENT IN
 THE SCHEDULE. PLEASE PROVIDE A FILTERED WATER ISOMETRIC
 DRAWING IF APPLICABLE AND SHOW THE REQUIRED BACKFLOW
 PREVENTERS TO PROTECT THE FILTER AND THE SUPPLY LINES
 TO THE EQUIPMENT- SECTION 608.3 FBC P.
  
 17) PROVIDE A BACKFLOW PREVENTION DEVICE SCHEDULE THAT
 CORRELATES WITH THE PLANS. THE SCHEDULE SHALL INDICATE
 THE LOCATIONS AND TYPES OF DEVICES TO BE INSTALLED AND
 LISTING STANDARD NUMBERS- SEE TABLE 608.1 FBC P.
  
 18) PROVIDE A TRAP PRIMER SCHEDULE AND INSTALLATION
 DETAIL- SECTION 1002.4.1.1 FBC P.
  
 19) PROVIDE HOT WATER PIPE SPECIFICATIONS- TABLE
 C403.2.10 FBC EC.
  
 20) A1.7: I AM NOT UNDERSTANDING THE ROOF DRAINAGE
 EQUATION. PLEASE INDICATE WHAT THE INITIALS Q, CIA, AND
 CFS STAND FOR- SECTION 1106.1 FBC P AND 107.2.1 WPB.
  
 21) A1.7: PLEASE SHOW THE TOTAL SQUARE FOOT DRAINAGE
 AREA OF THE ROOF INCLUDING THE PARAPET WALLS- SECTION
 1106.1- 1106.4 FBC P. SHOW THE DRAINAGE SQUARE FOOTAGE
 AND GPM FLOW AT EACH PRIMARY AND SECONDARY DRAIN
 LOCATION- SECTIONS 1106.1 AND 1108.1 FBC P.
  
 22) A1.7 DETAIL 5 AND 3: SHOW THE DIMENSIONS OF THE
 SCUPPER- LENGTHS AND HEIGHTS.
  
 23) A1.7 DETAIL 4: SHOW RECTANGULAR LEADER TRANSITION
 ADAPTER TO THE ROUND UNDERGROUND STORM PIPE- SECTIONS
 1101.2 AND 1101.6 FBC P.
  
 24) A1.7: VERIFY THE ROOF WAS DESIGNED FOR THE MAXIMUM
 DEPTH OF PONDING WATER- SECTION 1107.1 FBC P.
  
 25) A1.2 & A1.3: PROVIDE THE DIMENSIONS OF THE CLEAR
 FLOOR SPACE DIAGRAMS FOR THE WATER CLOSET, LAVATORIES,
 AND URINAL SHOWN ON THE BATHROOM DRAWINGS- SECTIONS
 604.3, 605.3 & 606.2 FBC ACC.
  
 26) A1.2 & A1.3: THE CLEAR FLOOR SPACE DIAGRAM FOR A
 PARALLEL APPROACH AT THE DRINKING FOUNTAIN IS NOT
 PERMITTED. PLEASE SHOW A DIMENSIONED FORWARD APPROACH
 DIAGRAM- SECTION 602.2 FBC ACC.
  
 27) A1.2 & A1.3: SHOW THE TURNING SPACE DIAGRAM AND
 DIMENSIONS IN THE ACCESSIBLE TOILET COMPARTMENTS.
  
 28) A1.2 & A1.3: THE DEPTH OF THE STANDARD WATER CLOSET
 COMPARTMENT IN THE WOMEN'S BATHROOM SHALL BE 60- INCHES
 FOR FLOOR MOUNTED WATER CLOSETS AND 56-INCHES FOR WALL
 MOUNTED- SECTION 405.3.1 FBC P.
  
 29) A1.1 & A1.2: REFER TO SECTIONS 306, 307, AND 602
 FBC ACC AND PROVIDE DRINKING FOUNTAIN INSTALLATION
 DETAILS AND ELEVATION VIEWS SHOWING KNEE AND TOE
 CLEARANCES, SPOUT HEIGHTS, AND SPOUT LOCATIONS. SHOW
 THE REQUIRED 30 X 48 IN. CLEAR FLOOR SPACE FOR A
 FORWARD WHEELCHAIR APPROACH TO THE FOUNTAIN- SECTION
 602.2 FBC ACC, AND SHOW HOW THE LOCATIONS OF THE
 FOUNTAINS WILL BE IN COMPLIANCE WITH SECTION 307.2
 PROTRUSION LIMITS.
  
 30) A1.1 & A1.2: FBC ACC CORRECTIONS-
 A) REMOVE THE VERTICAL GRAB BAR- SECTION 609.4.
 B) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORY AS
 SHOWN IN FIGURES 306.2 & 306.3.
 C) SHOW THE GRAB BAR MEASUREMENTS TO THE TOPS OF THE
 GRIPPING SURFACES- SECTION 604.5 & 609.4, FIGURES
 604.5.1 & 604.5.2.
 D) SHOW THE HEIGHTS OF THE MIRRORS FROM THE FINISH
 FLOOR TO THE BOTTOM OF THE REFLECTIVE SURFACES- 603.3.
 E) PROVIDE A DETAIL SHOWING THE HEIGHT AND DEPTH OF THE
 URINAL- SECTION AND FIGURE 605.2.
 F) CORRECT NOTE #5 FOR TOILET TISSUE DISPENSERS-
 SECTION 604.7.
  
 31) A1.2: INDICATE THE WALLS AND PARTITIONS WITHIN 2
 FEET OF THE MOP SINK, URINAL, AND WATER CLOSETS SHALL
 HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT
 OF NOT LESS THAN 4 FEET 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- SECTION 310.3 FBC P AND SECTION 1210.2.2 FBC
 B.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2023-05-09 Cont ID  
Sent By rmcphers Date 2023-05-09 Time 10:56 Rev Time 0.00
Received By rmcphers Date 2023-05-09 Time 10:56 Sent To  
Notes
2023-05-09 10:56:32SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2022-10-03 Cont ID  
Sent By rmcphers Date 2022-10-03 Time 14:57 Rev Time 0.00
Received By rmcphers Date 2022-10-03 Time 14:57 Sent To  
Notes
2022-10-03 14:57:50SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-10-05 Cont ID  
Sent By rmcphers Date 2021-10-05 Time 16:09 Rev Time 0.00
Received By rmcphers Date 2021-10-05 Time 12:51 Sent To  
Notes
2021-10-05 16:09:30SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2023-05-09 Cont ID  
Sent By rmcphers Date 2023-05-09 Time 11:28 Rev Time 0.00
Received By rmcphers Date 2023-05-09 Time 11:28 Sent To  
Notes
2023-05-09 11:30:15SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS CV-B, A1.4, S2.2 DO NOT SHOW AS DIGITALLY
 SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED 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).
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-09-30 Cont ID  
Sent By ccole Date 2022-09-30 Time 09:14 Rev Time 0.00
Received By ccole Date 2022-09-29 Time 17:06 Sent To  
Notes
2022-09-30 09:15:10ELECTRONIC/DIGITAL SIGNATURE REVIEW FBC- 2020
 PERMIT- 21080122
 9/30/22
  
 CODES IN EFFECT:
 FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE SUBMITTED SURVEY FOR THE NEW BUILDING PROPERTY
 SHALL BEAR THE SIGNATURE AND SEAL OF THE FL. LICENSED
 SURVEYOR IN ACCORDANCE WITH FL. STATUTE 472.025 AND FAC
 5J-17.062. THE WPB BUILDING DEPT. WILL ACCEPT THE
 SURVEY WITH A RAISED SEAL AND WET SIGNATURE OR A
 DIGITAL SEAL AND SIGNATURE.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
2022-09-26 16:30:29MECHANICAL DIGITAL SIGNATURES APPROVED ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-10-06 Cont ID  
Sent By rmcphers Date 2021-10-06 Time 07:46 Rev Time 0.00
Received By rmcphers Date 2021-10-05 Time 16:22 Sent To  
Notes
2021-10-05 16:58:48SIGNATURE REVIEW
  
 DRAWINGS BELOW AS LABELED IN PROJECTDOX- DO NOT SHOW AS
 DIGITALLY SIGNED -
 048 E2.0 - ELECTRICAL FLOOR PLAN.PDF
 057 SV - SURVEY.PDF
 056 CV-COVER - CIVIL.PDF
 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].
  
2021-09-23 08:12:08MECHANICAL SIGNATURE REVIEW APPROVED ME
Review Stop Z ZONING
Rev No 3 Status F Date 2023-05-12 Cont ID  
Sent By kdefranc Date 2023-05-12 Time 16:14 Rev Time 0.00
Received By kdefranc Date 2023-05-12 Time 16:13 Sent To  
Notes
2023-05-12 16:14:335/12/23 ??? FAILED
  
 PREVIOUS REVIEW COMMENTS TO BE ADDRESSED:
 PROVIDE A COPY OF THE SITE PLAN APPROVAL LETTER AND
 FINAL ORDER FOR THIS DEVELOPMENT. [PARTIALLY SATISFIED]
  
 THERE ARE CONDITIONS OF APPROVAL TO BE SATISFIED PRIOR
 TO ISSUANCE OF BUILDING PERMIT.
  
 PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT
 MUST PROVIDE ALL NECESSARY APPROVALS FROM PALM BEACH
 COUNTY FOR THE PROPOSED WORK BEING DONE IN THE
 AUSTRALIAN AVENUE RIGHT-OF-WAY (ROW). PRIOR TO ANY WORK
 BEING PERFORMED IN THE AUSTRALIAN AVENUE ROW, THE
 APPLICANT MUST RECEIVE A PALM BEACH COUNTY RIGHT-OF-WAY
 PERMIT. [NOT SATISFIED]
  
 PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT
 MUST PROVIDE CONFIRMATION OF THE CORNER DEDICATION ON
 AUSTRALIAN AVENUE (SOUTHWEST CORNER) BEING CONVEYED TO
 PALM BEACH COUNTY. [SATISFIED]
  
 THE APPLICANT MUST COMPLY WITH THE CONDITIONS SET FORTH
 IN THE PALM BEACH COUNTY, FLORIDA TRAFFIC PERFORMANCE
 STANDARDS REVIEW LETTER DATED FEBRUARY 4, 2020. [NOT
 SATISFIED]
  
 PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, A
 UNITY OF TITLE SHALL BE RECORDED FOR THE SUBJECT
 PROPERTY THAT INCLUDES THE NEW LEGAL DESCRIPTION
 REFLECTING THE DEDICATIONS. APPLICATIONS FOR UNITY OF
 TITLE SHALL BE SUBMITTED TO THE CITY???S ENGINEERING
 SERVICES DEPARTMENT. [PARTIALLY SATISFIED]
  
 ADDITIONAL COMMENTS MAY FOLLOW FURTHER REVIEW.
  
 ADDITIONAL REVIEW COMMENT (THAT REQUIRES SEPARATE
 PERMIT) TO BE ADDRESSED:
 7. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED, AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT ??? PLANNING DIVISION. [NOT
 SATISFIED]
  
  
 KEVIE DEFRANC
 SENIOR PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 2 Status F Date 2022-10-04 Cont ID  
Sent By kdefranc Date 2022-10-04 Time 15:16 Rev Time 0.00
Received By kdefranc Date 2022-10-04 Time 15:15 Sent To  
Notes
2022-10-04 15:16:3410/4/22 ??? FAILED
  
 PREVIOUS REVIEW COMMENTS TO BE ADDRESSED:
 PROVIDE A COPY OF THE SITE PLAN APPROVAL LETTER AND
 FINAL ORDER FOR THIS DEVELOPMENT. [PARTIALLY SATISFIED]
  
 THERE ARE CONDITIONS OF APPROVAL TO BE SATISFIED PRIOR
 TO ISSUANCE OF BUILDING PERMIT.
  
 PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT
 MUST PROVIDE ALL NECESSARY APPROVALS FROM PALM BEACH
 COUNTY FOR THE PROPOSED WORK BEING DONE IN THE
 AUSTRALIAN AVENUE RIGHT-OF-WAY (ROW). PRIOR TO ANY WORK
 BEING PERFORMED IN THE AUSTRALIAN AVENUE ROW, THE
 APPLICANT MUST RECEIVE A PALM BEEACH COUNTY
 RIGHT-OF-WAY PERMIT. [NOT SATISFIED]
  
 PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT
 MUST PROVIDE CONFIRMATION OF THE CORNER DEDICATION ON
 AUSTRALIAN AVENUE (SOUTHWEST CORNER) BEING CONVEYED TO
 PALM BEACH COUNTY. [NOT SATISFIED]
  
 THE APPLICANT MUST COMPLY WITH THE CONDITIONS SET FORTH
 IN THE PALM BEACH COUNTY, FLORIDA TRAFFIC PERFORMANCE
 STANDARDS REVIEW LETTER DATED FEBRUARY 4, 2020. [NOT
 SATISFIED]
  
 PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, A
 UNITY OF TITLE SHALL BE RECORDED FOR THE SUBJECT
 PROPERTY THAT INCLUDES THE NEW LEGAL DESCRIPTION
 REFLECTING THE DEDICATIONS. APPLICATIONS FOR UNITY OF
 TITLE SHALL BE SUBMITTED TO THE CITY???S ENGINEERING
 SERVICES DEPARTMENT. [NOT SATISFIED]
  
 ADDITIONAL COMMENTS MAY FOLLOW FURTHER REVIEW.
  
 ADDITIONAL REVIEW COMMENT (THAT REQUIRES SEPARATE
 PERMIT) TO BE ADDRESSED:
 7. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED, AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT ??? PLANNING DIVISION.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 1 Status F Date 2021-09-17 Cont ID  
Sent By awooten Date 2021-09-17 Time   Rev Time  
Received By awooten Date 2021-09-17 Time   Sent To  
Notes
2021-09-17 16:43:31**********ZONING REVIEW***************
  
 PROVIDE A COPY OF THE SITE PLAN APPROVAL LETTER AND
 FINAL ORDER FOR THIS DEVELOPMENT.
  
  THERE ARE CONDITIONS OF APPROVAL TO BE SATISFIED PRIOR
 TO ISSUANCE OF BUIDLING PERMIT.
  
  PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT, THE
 APPLICANT MUST PROVIDE ALL NECESSARY APPROVALS FROM
 PALM BEACH COUNTY FOR THE PROPOSED WORK BEING DONE IN
 THE AUSTRALIAN AVENUE RIGHT-OF-WAY (ROW). PRIOR TO ANY
 WORK BEING PERFORMED IN THE AUSTRALIAN AVENUE ROW, THE
 APPLICANT MUST RECEIVE A PALM BEEACH COUNTY
 RIGHT-OF-WAY PERMIT.
  
  PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT, THE
 APPLICANT MUST PROVIDE CONFIRMATION OF THE CORNER
 DEDICATION ON AUSTRALIAN AVENUE (SOUTHWEST CORNER)
 BEING CONVEYED TO PALM BEACH COUNTY.
  
  THE APPLICANT MUST COMPLY WITH THE CONDITIONS SET
 FORTH IN THE PALM BEACH COUNTY, FLORIDA TRAFFIC
 PERFORMANCE STANDARDS REVIEW LETTER DATED FEBRUARY 4,
 2020.
  
 PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, A
 UNITY OF TITLE SHALL BE RECORDED FOR THE SUBJECT
 PROPERTY THAT INCLUDES THE NEW LEGAL DESCRIPTION
 REFLECTING THE DEDICATIONS. APPLICATIONS FOR UNITY OF
 TITLE SHALL BE SUBMITTED TO THE CITY?S ENGINEERING
 SERVICES DEPARTMENT.
  
 ADDITIONAL COMMENTS MAY FOLLOW FURTHER REVIEW.
  
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]


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