Plan Review Details - Permit 21110362
Plan Review Stops For Permit 21110362
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2022-02-18 Cont ID  
Sent By cpuell Date 2022-02-18 Time 12:30 Rev Time 0.00
Received By cpuell Date 2022-02-18 Time 12:30 Sent To  
Notes
2022-02-18 12:30:53ADDRESS AND PARCEL UPDATED TO REFLECT THE LOCATION OF
 THE BUILDING. UPDATED PERMIT.
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2022-02-02 Cont ID  
Sent By cpuell Date 2022-02-02 Time 10:47 Rev Time 0.00
Received By cpuell Date 2022-02-02 Time 10:47 Sent To  
Notes
2022-02-02 10:47:48PREVIOUS COMMENTS NOT ADDRESSED.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-01-14 Cont ID  
Sent By cpuell Date 2022-01-14 Time 09:50 Rev Time 0.00
Received By cpuell Date 2022-01-14 Time 09:50 Sent To  
Notes
2022-01-14 09:51:53BLDG C IS NOT AN OFFICIAL ADDRESS. CONTACT
 [email protected] OR CALL 561-805-6659 CALL TO ADDRESS
 ADDRESSING
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 2021-11-29 Cont ID  
Sent By scwelter Date 2021-11-29 Time 15:27 Rev Time 0.00
Received By scwelter Date 2021-11-29 Time 15:33 Sent To  
Notes
2021-11-29 15:32:42IF THIS IS A NON-PROFIT THEN IT IS NOT SUBJECT TO THE
 1%
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 15:23 Rev Time 0.00
Received By rmcphers Date 2022-03-14 Time 15:23 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2022-02-11 Cont ID  
Sent By rmcphers Date 2022-02-11 Time 14:22 Rev Time 0.00
Received By rmcphers Date 2022-02-11 Time 14:21 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 14:07 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 13:39 Sent To  
Notes
2021-12-27 14:03:00METAL BUILDING "C"
 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 A SITE PLAN SHOWING THE FOLLOWING
 INFORMATION FBC WPB 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.
  
 2) PLEASE PROVIDE A SURVEY SHOWING EASEMENTS, FLOOD
 ZONE ETC.
  
 3) PLEASE PROVIDE COPIES OF THE PRODUCT APPROVALS
 LISTED ON THE METAL BUILDING DRAWINGS FOR THE EXTERIOR
 ROOF AND WALL PANELS.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2022-06-30 Cont ID  
Sent By mpeterso Date 2022-06-30 Time 07:32 Rev Time 0.00
Received By mpeterso Date 2022-06-30 Time 07:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2022-03-29 Cont ID  
Sent By mpeterso Date 2022-03-29 Time 13:36 Rev Time 0.00
Received By mpeterso Date 2022-03-29 Time 13:36 Sent To  
Notes
2022-03-29 13:36:37ELECTRIC REVIEW FAILED
 1) PLEASE PROVIDE CLARITY FOR AREAS DETAILED AS
 UNDERCLASSIFIED AS THIS LAUGUAGE APPEARS TO BE
 CONFUSING. FBC 107
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2020 7TH ED.
 FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2020
 7TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 V/R,
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2022-02-11 Cont ID  
Sent By mpeterso Date 2022-02-11 Time 13:56 Rev Time 0.00
Received By mpeterso Date 2022-02-11 Time 13:56 Sent To  
Notes
2022-02-11 13:59:08ELECTRIC REVIEW FAILED
 1) PLEASE PROVIDE DOCUMENTATION STATING THE HAZARDOUS
 CLASSIFICATION FOR THE FOLLOWING AREAS, FERTILIZER
 STORAGE ROOM, CHEMICAL MIXING ROOM, FUELING STATION
 ROOM AND WASH PAD ROOM.NEC 500.4
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2020 7TH ED.
 FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2020
 7TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 V/R,
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-01-10 Cont ID  
Sent By jleahy Date 2022-01-10 Time 15:49 Rev Time 0.00
Received By jleahy Date 2022-01-10 Time 15:45 Sent To  
Notes
2022-01-10 16:09:32ELECTRICAL 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]
  
 250.32 BUILDINGS OR STRUCTURES SUPPLIED BY A FEEDER(S)
 OR
 BRANCH CIRCUIT(S).
 (A) GROUNDING ELECTRODE. BUILDING(S) OR STRUCTURE(S)
 SUPPLIED BY FEEDER(S) OR BRANCH CIRCUIT(S) SHALL HAVE A
 GROUNDING
 ELECTRODE OR GROUNDING ELECTRODE SYSTEM INSTALLED IN
 ACCORDANCE WITH PART III OF ARTICLE 250. THE GROUNDING
 ELECTRODE
 CONDUCTOR(S) SHALL BE CONNECTED IN ACCORDANCE WITH
 250.32(B) OR (C). WHERE THERE IS NO EXISTING GROUNDING
 ELECTRODE,
 THE GROUNDING ELECTRODE(S) REQUIRED IN 250.50 SHALL BE
 INSTALLED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2021-11-29 Cont ID  
Sent By rrossano Date 2021-11-29 Time   Rev Time  
Received By rrossano Date 2021-11-29 Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-03-31 Cont ID  
Sent By   Date 2022-03-31 Time   Rev Time 0.00
Received By bdolan Date 2022-03-31 Time 10:58 Sent To  
Notes
2022-03-30 17:13:16ANY 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.
  
 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 FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-02-03 Cont ID  
Sent By   Date 2022-02-03 Time   Rev Time 0.00
Received By jcclark Date 2022-02-03 Time 09:07 Sent To  
Notes
2022-02-03 09:07:49FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL COMPLY WITH
 NFPA 30, 2015 EDITION
  
 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 2021-11-23 Cont ID  
Sent By   Date 2021-11-23 Time   Rev Time 0.00
Received By jcclark Date 2021-11-23 Time 08:10 Sent To  
Notes
2021-11-23 08:19:21FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL COMPLY WITH
 NFPA 30, 2015 EDITION
  
 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 I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-06-30 Cont ID  
Sent By mpeterso Date 2022-06-30 Time 07:35 Rev Time 0.00
Received By mpeterso Date 2022-06-03 Time 07:31 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-04-04 Cont ID  
Sent By aoliver Date 2022-04-04 Time 11:18 Rev Time 0.00
Received By aoliver Date 2022-02-28 Time 13:17 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-02-18 Cont ID  
Sent By lmarchan Date 2022-02-18 Time 15:58 Rev Time 0.00
Received By lmarchan Date 2022-02-01 Time 16:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-01-14 Cont ID  
Sent By cpuell Date 2022-01-14 Time 09:51 Rev Time 0.00
Received By cpuell Date 2021-11-20 Time 08:24 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 14:05 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 14:05 Sent To  
Notes
2021-12-27 14:06:52THIS IS AN OPEN BUILDING - ENCLOSED ON 3 SIDES ONLY
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2022-02-14 Cont ID  
Sent By medwards Date 2022-02-14 Time 07:45 Rev Time 0.00
Received By medwards Date 2022-02-14 Time 07:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-12-09 Cont ID  
Sent By medwards Date 2021-12-09 Time 15:35 Rev Time 0.00
Received By medwards Date 2021-12-09 Time 15:35 Sent To  
Notes
2021-12-09 15:35:441ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21110362
  
 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 A DETAIL LIST OF ALL CHEMICALS STORED
 IN BUILDING C AND SHOW HOW THIS BUILDING WILL MEET FBC
 M 510 FOR HAZARDOUS EXHAUST SYSTEMS.
  
  
 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 2022-03-15 Cont ID  
Sent By ccole Date 2022-03-15 Time 09:58 Rev Time 0.00
Received By ccole Date 2022-03-10 Time 07:18 Sent To  
Notes
2022-03-11 14:02:11REVIEW IN PROGRESS.
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-14 Cont ID  
Sent By ccole Date 2022-02-14 Time 12:54 Rev Time 0.00
Received By ccole Date 2022-02-11 Time 14:06 Sent To  
Notes
2022-02-14 12:56:572ND REVIEW FBC-2020 PLUMBING
 PERMIT- 21110362
 2/14/2022
  
 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. FAILED COMMENTS FROM THE
 1ST REVIEW ARE LISTED BELOW WITH ADDITIONAL NOTES IN
 CAP LETTERS.
  
 1) FAILED. SHEET P2 NOTES 1 & 2: REFERENCE IS MADE TO
 SHEET P1. PLEASE SUBMIT THE SHEET- SEC. 107.2.1 WPB.
 ACCORDING TO THE ARCHITECT?S RESPONSE NARRATIVE P1 WAS
 UPLOADED, HOWEVER IT WAS NOT. DOES SHEET P1 EXIST OR IS
 THE PLAN LABEL A TYPO BY THE ARCHITECT?
  
 3) FAILED. A1.01, P2 & P3: REFER TO SECS. 803.1 & 803.2
 FBC P AND PROVIDE AN APPROVED CHEMICAL DILUTION OR
 NEUTRALIZING DEVICE AND SYSTEM FOR THE MIX/LOAD. REFER
 TO COMMENT #10 FOR FURTHER INFORMATION. PRODUCT DATA
 SHEETS FOR THE MODEL 1500 AND GSMS HAVE BEEN SUBMITTED,
 HOWEVER THEIR LOCATIONS ON THE PLANS ARE NOT CLEAR. IT
 APPEARS KEYNOTE 11 IDENTIFIES THE GSMS. WHICH NOTE
 INDENTIFIES THE MODEL 1500?
  
 6) FAILED. BACKFLOW PREVENTION: IN ACCORDANCE WITH THE
 WEST PALM BEACH UTILITIES CROSS CONNECTION MANUAL
 AN RPZ BACKFLOW ASSEMBLY (REDUCED PRESSURE ZONE) SHALL
 BE INSTALLED ON THE POTABLE WATER SERVICE LINE. AS
 NOTED IN COMMENT #1 ABOVE, THE LOCATION OF THE RPZ
 SHALL BE SHOWN ON THE CIVIL PLANS AND MANUFACTURER'S
 SPECIFICATIONS SHALL BE SUBMITTED FOR REVIEW. THE CIVIL
 PLAN SHEET C3.4 SHOWS AN RPZ FOR THE POTABLE WATER
 SERVICE TO MAINTENANCE BUILDING A HOWEVER A BACKFLOW
 ASSEMBLY IS NOT PROVIDED FOR THE SERVICE TO BUILDING C.
 PLEASE CONTACT THE WPB UTILITIES DEPT. FOR FURTHER
 INFORMATION AT 561-822-2210.
 PLEASE NOTE THAT FL. LICENSED PLUMBING CONTRACTORS
 SHALL OBTAIN SEPARATE PERMITS FOR INSTALLATION OF THE
 BACKFLOW PREVENTERS IN ACCORDANCE WITH SECTION 105.1
 WPB AND SEC. 90-33 WPB CODE OF ORDINANCES. THE DEVICES
 SHALL BE TESTED AND CERTIFIED BY THE WPB UTILITIES
 DEPARTMENT PRIOR TO FINAL INSPECTION BY THE BUILDING
 DEPARTMENT. PLEASE CONTACT THE WPB UTILITIES CENTRAL
 OPERATIONS DEPT.AT 561-822-2210 FOR FURTHER
 INFORMATION.
  
 7) FAILED. A1.01, P2, P3: PROVIDE THE USE AND OCCUPANCY
 CLASSIFICATION OF THE BUILDING, OCCUPANT LOAD, AND
 PLUMBING FIXTURE CALCULATIONS IN COMPLIANCE WITH TABLE
 403.1 FBC P. NOT PROVIDED OR INCLUDED ON THE LIFE
 SAFETY PLAN- LS1.01. PLEASE REVISE THE OCCUPANT LOAD
 AND FIXTURE CALCULATIONS TO INCLUDE ALL EMPLOYEES
 ASSOCIATED WITH BUILDINGS B & C- SEC. 403.3 FBC P.
  
 8) FAILED. P2 & P3: SHOW THE LOCATIONS OF THE POTABLE
 WATER BACKFLOW PREVENTER AND OIL SEPARATOR ON THE
 PLANS- SEC. 107.2.1 WPB. SEE COMMENT #6 ABOVE.
  
 9) FAILED P2 & P3: PROVIDE A SANITARY DRAIN AND VENT
 LAYOUT PLAN AND ISOMETRIC DRAWING- SECS 107.2.1 &
 107.3.5.1.3 WPB. NOT PROVIDED. THE PLANS DO NOT CLEARLY
 SHOW HOW THE DISCHARGES FROM THE CHEMICAL SINK AND
 EMERGENCY SHOWER/EYE WASH WILL BE CONVEYED TO THE
 SANITARY DRAINAGE SYSTEM- SECS. 301.3 & 701.2 FBC P.
 PLEASE NOTE NO DRAINS FOR THESE FIXTURES ARE SHOWN ON
 THE PLANS.
  
 10) FAILED A, B, C, & D. A1.01, P2 & P3: REFER TO SECS.
 803.1 & 803.2 FBC P AND PROVIDE AN APPROVED CHEMICAL
 DILUTION OR NEUTRALIZING DEVICE FOR THE CHEMICAL WASTE
 IN THE MIX/LOAD ROOM. PLEASE EXPLAIN THE PROCESSES THAT
 WILL OCCUR IN THE ROOM AND PROVIDE AN ENLARGED CHEMICAL
 DRAIN AND VENT PIPING SCHEMATIC OR ISOMETRIC DRAWING
 THAT INCLUDES THE DRAINAGE CONNECTION FROM THE SYSTEM
 TO AN APPROVED PLACE OF DISPOSAL- SEC. 803.2 FBC P &
 SEC. 107.2.1 WPB. THE ARCHITECT DID NOT RESPOND TO THIS
 COMMENT AND NO ADDITIONAL INFORMATION PROVIDED ON THE
 PLANS.
 A) FAILED REVISE SHEETS P2 & P3 TO SHOW THE CHEMICAL
 SYSTEM DRAINAGE SYSTEM PIPING LAYOUT- 107.3.5.1.3 WPB.
 NOT PROVIDED, NO RESPONSE.
 B) FAILED. REVISE SHEETS P2 & P3 TO SHOW THE POTABLE
 WATER PIPING CONNECTIONS TO ALL FIXTURES IN THE
 MIX/LOAD ROOM INCLUDING THE EMERGENCY EYEWASH STATION,
 CHEMICAL SINK, AND CLOSED LOOP WASH SYSTEM. SHOW THE
 LOCATIONS OF REQUIRED WATER HAMMER ARRESTORS AND
 BACKFLOW PREVENTERS AND INCLUDE BACKFLOW SPECIFICATIONS
 AND LISTINGS- SECS. 604.5, 608.3 & TABLE 608.3 FBC P.
 THE SUBMITTAL FOR THE MODEL 1500 SHOWS A ?-INCH POTABLE
 WATER FEED IS REQUIRED. PLEASE SHOW THE LOCATION AND
 SUPPLY LINE ON P2 & P3. IT APPEARS ONLY THE LINE TO THE
 GSMS IS SHOWN.
 C) FAILED. SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL
 PIPING, FIXTURES AND EQUIPMENT IN THE MIX/LOAD AND
 FUELING STATION ROOMS- SECS. 303.2, 303.3, & 303.4 FBC
 P, AND SEC. 107.2.1 WPB. SPECS FOR THE FILL HOSE,
 CHEMICAL SINK, EMERGENCY SHOWER/EYEWASH STATION AND
 SUMP PUMPS NOT PROVIDED.
 D) FAILED. PLEASE NOTE THAT THE EYEWASH STATION SHALL
 CONFORM TO ISEA Z358.1, AND IF HOT AND COLD WATER ARE
 SUPPLIED TO THE STATION, THE TEMPERATURE OF THE WATER
 SUPPLY SHALL ONLY BE CONTROLLED BY A TEMPERATURE
 ACTUATED MIXING VALVE COMPLYING WITH ASSE 1071- SEE
 SECS. 411.1- 411.3 FBC P. THE ARCHITECT?S NARRATIVE
 STATES ONLY COLD WATER PROVIDED. PLEASE SUBMIT SPECS
 FOR THE FIXTURE TO VERIFY COMPLIANCE ACCORDING TO THE
 MANUFACTURER.
  
 11) P214) A-401 ROOF DRAINAGE:
 B) FAILED. PLEASE SEE TABLES 1106.3 & 1106.6 FBC P AND
 PROVIDE THE GPM CAPACITIES OF THE GUTTERS AND
 DOWNSPOUTS IN ORDER TO VERIFY SIZES ARE CODE COMPLIANT.
 NOT PROVIDED.
  
 12) FAILED- SECTION 309.2 FLOOD HAZARD. THE ARCHITECT?S
 RESPONSE TO THE COMMENT REFERENCES THE CIVIL PLANS.
 PLEASE PROVIDE MORE SPECIFIC INFORMATION REGARDING THE
 PLUMBING AND CHEMICAL CONTAINMENT AND PIPING SYSTEMS
 FOR BUILDING B. VERIFY THAT THE SYSTEMS ARE INSTALLED
 2FT. ABOVE THE BASE FLOOD ELEVATIONS HEIGHT OR HE
 SYSTEMS ARE DESIGNED AND INSTALLED TO PREVENT WATER
 FROM ENTERING OR ACCUMULATING WITHIN THEIR COMPONENTS
 AND THE SYSTEMS ARE CONSTRUCTED TO RESIST HYDROSTATIC
 AND HYDRODYNAMIC LOADS AND STRESSES, INCLUDING THE
 EFFECTS OF BUOYANCY, DURING THE OCCURRENCE OF FLOODING
 UP TO SUCH ELEVATION.
 FLOOD HAZARD: FOR STRUCTURES LOCATED IN FLOOD HAZARD
 AREAS, THE FOLLOWING SYSTEMS AND EQUIPMENT SHALL BE
 LOCATED AND INSTALLED AS REQUIRED BY SECTION 1612 OF
 THE FLORIDA BUILDING CODE, BUILDING, AND ASCE 24-14.
 1. WATER SERVICE PIPES.
 2. PUMP SEALS IN INDIVIDUAL WATER SUPPLY SYSTEMS WHERE
 THE PUMP IS LOCATED BELOW THE DESIGN FLOOD ELEVATION.
 3.COVERS ON POTABLE WATER WELLS SHALL BE SEALED, EXCEPT
 WHERE THE TOP OF THE CASING WELL OR PIPE SLEEVE IS
 ELEVATED TO NOT LESS THAN 1 FOOT (305 MM) ABOVE THE
 DESIGN FLOOD ELEVATION.
 4.SANITARY DRAINAGE PIPING.
 5.STORM DRAINAGE PIPING.
 6.MANHOLE COVERS SHALL BE SEALED, EXCEPT WHERE ELEVATED
 TO OR ABOVE THE DESIGN FLOOD ELEVATION.
 7.OTHER PLUMBING FIXTURES, FAUCETS, FIXTURE FITTINGS,
 PIPING SYSTEMS AND EQUIPMENT.
 8.WATER HEATERS.
 9.VENTS AND VENT SYSTEMS.
 EXCEPTION: THE SYSTEMS LISTED IN THIS SECTION ARE
 PERMITTED TO BE LOCATED BELOW THE ELEVATION REQUIRED BY
 SECTION 1612 OF THE FLORIDA BUILDING CODE, BUILDING FOR
 UTILITIES AND ATTENDANT EQUIPMENT, PROVIDED THAT THE
 SYSTEMS ARE DESIGNED AND INSTALLED TO PREVENT WATER
 FROM ENTERING OR ACCUMULATING WITHIN THEIR COMPONENTS
 AND THE SYSTEMS ARE CONSTRUCTED TO RESIST HYDROSTATIC
 AND HYDRODYNAMIC LOADS AND STRESSES, INCLUDING THE
 EFFECTS OF BUOYANCY, DURING THE OCCURRENCE OF FLOODING
 UP TO SUCH ELEVATION.
 15A) PLEASE REVIEW ASCE 24-14 SEC. 7.3 PLUMBING SYSTEMS
 RELATING TO SYSTEMS IN FLOOD HAZARDS ZONES:
 SECTION 7.3.1: THE PLUMBING PIPES SHALL BE BURIED TO A
 DEPTH SUFFICIENT TO PREVENT MOVEMENT, SEPARATION, OR
 LOSS DUE TO FLOODING AND EROSION UNDER DESIGN FLOOD
 CONDITIONS.
 7.3.2: THE 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.
 7.3.3: THE PLUMBING SYSTEM AND COMPONENTS SHALL BE
 ELEVATED AT A MINIMUM OF 2 FT. ABOVE THE BFE + 2 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. DEVICES SHALL BE INSTALLED IN EACH LINE THAT
 EXTENDS BELOW THE DFE TO PREVENT RELEASE OF SEWAGE INTO
 FLOODWATERS AND TO PREVENT INFILTRATION BY FLOODWATERS
 INTO THE PLUMBING.
 7.3.4: SANITARY SYSTEM STORAGE TANKS 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.
  
 16) FAILED. MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION MANUALS FOR ALL FIXTURES, APPLIANCES,
 EQUIPMENT, AND DEVICES SHALL BE REVIEWED AND APPROVED
 BY THE RESPONSIBLE DESIGN PROFESSIONAL IN CHARGE AND
 SUBMITTED FOR REVIEW. IF THE SUBMITTALS ARE TO BE
 DEFERRED, PLEASE PROVIDE A LIST ON THE PLANS- SEC.
 107.3.4.1 WPB. SPECS FOR THE FILL HOSE, CHEMICAL SINK,
 EMERGENCY SHOWER/EYEWASH STATION AND SUMP PUMPS NOT
 PROVIDED.
  
 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
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-12-21 Cont ID  
Sent By ccole Date 2021-12-21 Time 09:33 Rev Time 0.00
Received By ccole Date 2021-12-20 Time 07:57 Sent To  
Notes
2021-12-21 09:33:321ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21110362
 12/17/21
  
 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 P2 NOTES 1 & 2: REFERENCE IS MADE TO SHEET P1.
 PLEASE SUBMIT THE SHEET- SEC. 107.2.1 WPB.
  
 2) P2 & P3: BASED ON THE DRAWING AN OIL/SAND SEPARATOR
 IS REQUIRED TO RECEIVE THE DRAINAGE FROM THE WASH PAD.
 REFER TO SECS. 1003.4- 1003.5 FBC P. PLEASE REVISE THE
 PLANS AND PROVIDE:
 A) SEPARATOR LOCATION.
 B) PLUMBING PIPING PLANS AND ISOMETRIC DRAWING.
 C) SEPARATOR EQUIPMENT SCHEDULE AND SUBMIT
 MANUFACTURER'S SPECIFICATIONS APPROVED AND STAMPED BY
 THE ENGINEER OF RECORD.
 D) SEPARATOR SIZING CALCULATIONS.
  
 3) A1.01, P2 & P3: REFER TO SECS. 803.1 & 803.2 FBC P
 AND PROVIDE AN APPROVED CHEMICAL DILUTION OR
 NEUTRALIZING DEVICE AND SYSTEM FOR THE MIX/LOAD. REFER
 TO COMMENT #10 FOR FURTHER INFORMATION.
  
 4) P2 & P3: PLEASE SUBMIT CIVIL PLANS INCLUDING
 WATER/SEWER AND DRAINAGE PLANS. THE WATER/SEWER SHALL
 SHOW LOCATIONS OF WATER MAIN, POINT OF WATER SERVICE
 CONNECTION, METER AND BACKFLOW LOCATION, SEWER/BUILDING
 DRAIN POINT OF CONNECTION, AND LOCATION OF THE SEPTIC
 TANK. THE DRAINAGE PLANS SHALL SHOW STORM DRAIN LATERAL
 AND BUILDING STORM DRAIN POINTS OF CONNECTION, AND/OR
 LOCATIONS OF ROOF DRAINAGE AREAS, AND CATCH BASINS-
 SECS. 107.2.1, 110.9 WPB AND SEC. 1101.2 FBC PLEASE
 NOTE SEPARATE PERMITS ARE REQUIRED FOR:
 A) POTABLE WATER SERVICE BACKFLOW PREVENTER IRRIGATION,
 IRRIGATION SERVICE BACKFLOW PREVENTER.
 B) OIL INTERCEPTOR/SEPARATOR
 C) IRRIGATION
 D) IRRIGATION SERVICE BACKFLOW PREVENTER.
 E) FUEL TANKS
  
 6) BACKFLOW PREVENTION: IN ACCORDANCE WITH THE WEST
 PALM BEACH UTILITIES CROSS CONNECTION MANUAL AN RPZ
 BACKFLOW ASSEMBLY (REDUCED PRESSURE ZONE) SHALL BE
 INSTALLED ON THE POTABLE WATER SERVICE LINE. AS NOTED
 IN COMMENT #1 ABOVE, THE LOCATION OF THE RPZ SHALL BE
 SHOWN ON THE CIVIL PLANS AND MANUFACTURER'S
 SPECIFICATIONS SHALL BE SUBMITTED FOR REVIEW.
 PLEASE NOTE THAT FL. LICENSED PLUMBING CONTRACTORS
 SHALL OBTAIN SEPARATE PERMITS FOR INSTALLATION OF THE
 BACKFLOW PREVENTERS IN ACCORDANCE WITH SECTION 105.1
 WPB AND SEC. 90-33 WPB CODE OF ORDINANCES. THE DEVICES
 SHALL BE TESTED AND CERTIFIED BY THE WPB UTILITIES
 DEPARTMENT PRIOR TO FINAL INSPECTION BY THE BUILDING
 DEPARTMENT. PLEASE CONTACT THE WPB UTILITIES CENTRAL
 OPERATIONS DEPT.AT 561-822-2210 FOR FURTHER
 INFORMATION.
  
 7) A1.01, P2, P3: PROVIDE THE USE AND OCCUPANCY
 CLASSIFICATION OF THE BUILDING, OCCUPANT LOAD, AND
 PLUMBING FIXTURE CALCULATIONS IN COMPLIANCE WITH TABLE
 403.1 FBC P.
  
 8) P2 & P3: SHOW THE LOCATIONS OF THE POTABLE WATER
 BACKFLOW PREVENTER AND OIL SEPARATOR ON THE PLANS- SEC.
 107.2.1 WPB.
  
 9) P2 & P3: PROVIDE A SANITARY DRAIN AND VENT LAYOUT
 PLAN AND ISOMETRIC DRAWING- SECS 107.2.1 & 107.3.5.1.3
 WPB.
  
 10) A1.01, P2 & P3: REFER TO SECS. 803.1 & 803.2 FBC P
 AND PROVIDE AN APPROVED CHEMICAL DILUTION OR
 NEUTRALIZING DEVICE FOR THE CHEMICAL WASTE IN THE
 MIX/LOAD ROOM. PLEASE EXPLAIN THE PROCESSES THAT WILL
 OCCUR IN THE ROOM AND PROVIDE AN ENLARGED CHEMICAL
 DRAIN AND VENT PIPING SCHEMATIC OR ISOMETRIC DRAWING
 THAT INCLUDES THE DRAINAGE CONNECTION FROM THE SYSTEM
 TO AN APPROVED PLACE OF DISPOSAL- SEC. 803.2 FBC P &
 SEC. 107.2.1 WPB.
 A) REVISE SHEETS P2 & P3 TO SHOW THE CHEMICAL SYSTEM
 DRAINAGE SYSTEM PIPING LAYOUT- 107.3.5.1.3 WPB.
 B) REVISE SHEETS P2 & P3 TO SHOW THE POTABLE WATER
 PIPING CONNECTIONS TO ALL FIXTURES IN THE MIX/LOAD ROOM
 INCLUDING THE EMERGENCY EYEWASH STATION, CHEMICAL SINK,
 AND CLOSED LOOP WASH SYSTEM. SHOW THE LOCATIONS OF
 REQUIRED WATER HAMMER ARRESTORS AND BACKFLOW PREVENTERS
 AND INCLUDE BACKFLOW SPECIFICATIONS AND LISTINGS- SECS.
 604.5, 608.3 & TABLE 608.3 FBC P.
 C) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL PIPING,
 FIXTURES AND EQUIPMENT IN THE MIX/LOAD AND FUELING
 STATION ROOMS- SECS. 303.2, 303.3, & 303.4 FBC P, AND
 SEC. 107.2.1 WPB.
 D) PLEASE NOTE THAT THE EYEWASH STATION SHALL CONFORM
 TO ISEA Z358.1, AND IF HOT AND COLD WATER ARE SUPPLIED
 TO THE STATION, THE TEMPERATURE OF THE WATER SUPPLY
 SHALL ONLY BE CONTROLLED BY A TEMPERATURE ACTUATED
 MIXING VALVE COMPLYING WITH ASSE 1071- SEE SECS. 411.1-
 411.3 FBC P.
  
 11) P214) A-401 ROOF DRAINAGE:
 A) INDICATE THE RAINFALL RATE USED AS THE BASIS OF THE
 CALCULATIONS- SEC. 1106.1 AND PROVIDE ROOF DRAINAGE
 CALCULATIONS BASED ON THE RATE- SECS. 1106.1- 1106.4
 FBC P.
 B) PLEASE SEE TABLES 1106.3 & 1106.6 FBC P AND PROVIDE
 THE GPM CAPACITIES OF THE GUTTERS AND DOWNSPOUTS IN
 ORDER TO VERIFY SIZES ARE CODE COMPLIANT.
 C) SHOW THE DOWNSPOUT DISCHARGE LOCATIONS. CLARIFY IF
 THE DOWNSPOUTS WILL CONNECT TO AN UNDERGROUND STORM
 DRAIN SYSTEM OR BE DISCHARGED TO GRADE. REFER TO
 COMMENT #3 AND PROVIDE CIVIL DRAWINGS SHOWING STORM
 DRAINAGE POINTS OF CONNECTIONS (IF APPLICABLE), OR
 REFER TO SEC. 1503.7 FBC B AND INDICATE THE DOWNSPOUTS
 WILL DISCHARGE AT LEAST 1 FOOT AWAY FROM THE BUILDING
 SIDE WALL TO APPROVED LOCATIONS OF DISPOSAL- SEC.
 1101.2 FBC P.
  
 12) FLOOD HAZARD: FOR STRUCTURES LOCATED IN FLOOD
 HAZARD AREAS, THE FOLLOWING SYSTEMS AND EQUIPMENT SHALL
 BE LOCATED AND INSTALLED AS REQUIRED BY SECTION 1612 OF
 THE FLORIDA BUILDING CODE, BUILDING, AND ASCE 24-14.
  
 1. WATER SERVICE PIPES.
 2. PUMP SEALS IN INDIVIDUAL WATER SUPPLY SYSTEMS WHERE
 THE PUMP IS LOCATED BELOW THE DESIGN FLOOD ELEVATION.
 3.COVERS ON POTABLE WATER WELLS SHALL BE SEALED, EXCEPT
 WHERE THE TOP OF THE CASING WELL OR PIPE SLEEVE IS
 ELEVATED TO NOT LESS THAN 1 FOOT (305 MM) ABOVE THE
 DESIGN FLOOD ELEVATION.
 4.SANITARY DRAINAGE PIPING.
 5.STORM DRAINAGE PIPING.
 6.MANHOLE COVERS SHALL BE SEALED, EXCEPT WHERE ELEVATED
 TO OR ABOVE THE DESIGN FLOOD ELEVATION.
 7.OTHER PLUMBING FIXTURES, FAUCETS, FIXTURE FITTINGS,
 PIPING SYSTEMS AND EQUIPMENT.
 8.WATER HEATERS.
 9.VENTS AND VENT SYSTEMS.
  
 EXCEPTION: THE SYSTEMS LISTED IN THIS SECTION ARE
 PERMITTED TO BE LOCATED BELOW THE ELEVATION REQUIRED BY
 SECTION 1612 OF THE FLORIDA BUILDING CODE, BUILDING FOR
 UTILITIES AND ATTENDANT EQUIPMENT, PROVIDED THAT THE
 SYSTEMS ARE DESIGNED AND INSTALLED TO PREVENT WATER
 FROM ENTERING OR ACCUMULATING WITHIN THEIR COMPONENTS
 AND THE SYSTEMS ARE CONSTRUCTED TO RESIST HYDROSTATIC
 AND HYDRODYNAMIC LOADS AND STRESSES, INCLUDING THE
 EFFECTS OF BUOYANCY, DURING THE OCCURRENCE OF FLOODING
 UP TO SUCH ELEVATION.
  
 15A) PLEASE REVIEW ASCE 24-14 SEC. 7.3 PLUMBING SYSTEMS
 RELATING TO SYSTEMS IN FLOOD HAZARDS ZONES:
 SECTION 7.3.1: THE PLUMBING PIPES SHALL BE BURIED TO A
 DEPTH SUFFICIENT TO PREVENT MOVEMENT, SEPARATION, OR
 LOSS DUE TO FLOODING AND EROSION UNDER DESIGN FLOOD
 CONDITIONS.
 7.3.2: THE 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.
 7.3.3: THE PLUMBING SYSTEM AND COMPONENTS SHALL BE
 ELEVATED AT A MINIMUM OF 2 FT. ABOVE THE BFE + 2 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. DEVICES SHALL BE INSTALLED IN EACH LINE THAT
 EXTENDS BELOW THE DFE TO PREVENT RELEASE OF SEWAGE INTO
 FLOODWATERS AND TO PREVENT INFILTRATION BY FLOODWATERS
 INTO THE PLUMBING.
 7.3.4: SANITARY SYSTEM STORAGE TANKS 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.
  
 16) MANUFACTURER'S SPECIFICATIONS AND INSTALLATION
 MANUALS FOR ALL FIXTURES, APPLIANCES, EQUIPMENT, AND
 DEVICES SHALL BE REVIEWED AND APPROVED BY THE
 RESPONSIBLE DESIGN PROFESSIONAL IN CHARGE AND SUBMITTED
 FOR REVIEW. IF THE SUBMITTALS ARE TO BE DEFERRED PLEASE
 PROVIDE A LIST ON THE PLANS- SEC. 107.3.4.1 WPB
  
 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-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2022-02-14 Cont ID  
Sent By ccole Date 2022-02-14 Time 14:20 Rev Time 0.00
Received By ccole Date 2022-02-11 Time 14:20 Sent To  
Notes
2022-02-14 14:21:13IRRIGATION PLANS WERE NOT SUBMITTED. A SEPARATE PERMIT
 IS REQUIRED FOR INSTALLATION OF THE SYSTEM.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 14:05 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 14:05 Sent To  
Notes
2021-12-27 14:05:29ROOFING IS PART OF THE METAL BUILDING SYSTEM
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-06-30 Cont ID  
Sent By mpeterso Date 2022-06-30 Time 07:35 Rev Time 0.00
Received By mpeterso Date 2022-06-30 Time 07:35 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 15:23 Rev Time 0.00
Received By rmcphers Date 2022-03-14 Time 15:23 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-02-11 Cont ID  
Sent By rmcphers Date 2022-02-11 Time 14:37 Rev Time 0.00
Received By rmcphers Date 2022-02-11 Time 14:37 Sent To  
Notes
2022-02-11 14:38:29SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS SP-1, SP-4 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]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 14:03 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 14:03 Sent To  
Notes
2021-12-27 14:04:55SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) ALL OF THE METAL BUILDING 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]
  
Review Stop Z ZONING
Rev No 4 Status P Date 2022-06-17 Cont ID  
Sent By jroach Date 2022-06-17 Time 13:46 Rev Time 0.00
Received By jroach Date 2022-06-17 Time 13:46 Sent To  
Notes
2022-06-17 13:47:43ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 06.17.2022
 PERMIT NO.: 21110362
 ________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ________________________________________
  
 THIS REVIEW IS LIMITED TO MAINTENANCE BUILDING "C" ONLY
 AND HAS BEEN PASSED SUBJECT TO THE FOLLOWING PROVISOS:
  
 1. THE WPB GOLF PARK DEVELOPMENT SHALL BE SUBJECT TO
 ALL DEVELOPMENT ORDER CONDITIONS, AS OUTLINED IN FORMAL
 SITE PLAN REVIEW (FSPR) CASE NO. 21-02, AND AS MAY BE
 AMENDED. ALL CONDITIONS OF APPROVAL IMPOSED BY FSPR
 CASE NO. 21-02, AS AMENDED, SHALL BE ADDRESSED WITHIN
 THE APPROPRIATE SPECIFIED TIMEFRAMES.
  
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 3 Status F Date 2022-03-18 Cont ID  
Sent By jroach Date 2022-03-18 Time 13:36 Rev Time 0.00
Received By jroach Date 2022-03-18 Time 13:36 Sent To  
Notes
2022-03-18 13:39:30ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 03.18.2022
 PERMIT NO.: 21110362
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. [ SATISFIED ] - A SITE PLAN SHALL BE PROVIDED
 SHOWING THE LOCATION OF THE PROPOSED BUILDING, ETC. THE
 SITE PLAN SUBMITTED SHALL MATCH THAT WHICH HAS BEEN
 SUBMITTED AS PART OF THE FORMAL SITE PLAN REVIEW
 PROCESS. THE APPROVED FSPR PLANS SHOULD BE UTILIZED FOR
 ALL BUILDING PERMIT SUBMITTALS. MODIFICATIONS TO THE
 APPROVED PLAN CAN BE MADE THROUGH THE SITE PLAN
 AMENDMENT PROCESS.
  
 2. [ SATISFIED ] - SURVEY SHALL BE PROVIDED.
  
 3. [ SATISFIED ] - PRIOR TO THE ISSUANCE OF A PERMIT
 FOR THE MAINTENANCE FACILITY, EASEMENT CONSENT SHALL BE
 OBTAINED FOR ALL IMPROVEMENTS SHOWN WITHIN THE SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT ACCESS EASEMENT, AS
 RECORDED IN ORB 20087 / PG 1561 OF THE PUBLIC RECORDS
 OF PALM BEACH COUNTY.
  
 3.1 [ SATISFIED ] - PORTIONS OF MAINTENANCE FACILITY
 IMPROVEMENTS EXTEND INTO THE EASEMENT RECORDED IN ORB
 20087 / PG 1561 AND ORB 20087 / PG 1569 AND THEREFORE
 DO REQUIRE EASEMENT CONSENT. PLEASE REFER TO THE SITE
 PLAN.
  
 4. [ NEW COMMENT ] - THE SCOPE OF THIS PERMIT IS NOT
 CLEAR. THE DESCRIPTION REFERS TO "BUILDING C - MIX/LOAD
 BUILDING", BUT THE SITE PLAN IS NOT LABELED WITH
 BUILDING C. THE MIX/LOAD AREA ON THE SITE PLAN DOES NOT
 APPEAR TO BE A BUILDING, AND THE SIZE OF THE MIX/LOAD
 AREA ON THE SITE PLAN DOES NOT MATCH THE SIZE OF
 "BUILDING C" IN THE STRUCTURAL PLANS. PLEASE CLARIFY.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 2 Status F Date 2022-02-18 Cont ID  
Sent By jroach Date 2022-02-18 Time 15:56 Rev Time 0.00
Received By jroach Date 2022-02-18 Time 15:56 Sent To  
Notes
2022-02-18 15:57:07ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 02.18.2022
 PERMIT NO.: 21110362
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. [ SATISFIED ] - A SITE PLAN SHALL BE PROVIDED
 SHOWING THE LOCATION OF THE PROPOSED BUILDING, ETC. THE
 SITE PLAN SUBMITTED SHALL MATCH THAT WHICH HAS BEEN
 SUBMITTED AS PART OF THE FORMAL SITE PLAN REVIEW
 PROCESS. THE APPROVED FSPR PLANS SHOULD BE UTILIZED FOR
 ALL BUILDING PERMIT SUBMITTALS. MODIFICATIONS TO THE
 APPROVED PLAN CAN BE MADE THROUGH THE SITE PLAN
 AMENDMENT PROCESS.
  
 2. [ SATISFIED ] - SURVEY SHALL BE PROVIDED.
  
 3. [ NOT SATISFIED ] - PRIOR TO THE ISSUANCE OF A
 PERMIT FOR THE MAINTENANCE FACILITY, EASEMENT CONSENT
 SHALL BE OBTAINED FOR ALL IMPROVEMENTS SHOWN WITHIN THE
 SOUTH FLORIDA WATER MANAGEMENT DISTRICT ACCESS
 EASEMENT, AS RECORDED IN ORB 20087 / PG 1561 OF THE
 PUBLIC RECORDS OF PALM BEACH COUNTY.
  
 3.1 [ NEW COMMENT ] - PORTIONS OF MAINTENANCE FACILITY
 IMPROVEMENTS EXTEND INTO THE EASEMENT RECORDED IN ORB
 20087 / PG 1561 AND ORB 20087 / PG 1569 AND THEREFORE
 DO REQUIRE EASEMENT CONSENT. PLEASE REFER TO THE SITE
 PLAN.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2022-01-14 Cont ID  
Sent By jroach Date 2022-01-14 Time 09:44 Rev Time 0.00
Received By jroach Date 2022-01-14 Time 09:44 Sent To  
Notes
2022-01-14 09:45:10ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 01.14.2022
 PERMIT NO.: 21110362
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. A SITE PLAN SHALL BE PROVIDED SHOWING THE LOCATION
 OF THE PROPOSED BUILDING, ETC. THE SITE PLAN SUBMITTED
 SHALL MATCH THAT WHICH HAS BEEN SUBMITTED AS PART OF
 THE FORMAL SITE PLAN REVIEW PROCESS. THE APPROVED FSPR
 PLANS SHOULD BE UTILIZED FOR ALL BUILDING PERMIT
 SUBMITTALS. MODIFICATIONS TO THE APPROVED PLAN CAN BE
 MADE THROUGH THE SITE PLAN AMENDMENT PROCESS.
  
 2. SURVEY SHALL BE PROVIDED.
  
 3. PRIOR TO THE ISSUANCE OF A PERMIT FOR THE
 MAINTENANCE FACILITY, EASEMENT CONSENT SHALL BE
 OBTAINED FOR ALL IMPROVEMENTS SHOWN WITHIN THE SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT ACCESS EASEMENT, AS
 RECORDED IN ORB 20087 / PG 1561 OF THE PUBLIC RECORDS
 OF PALM BEACH COUNTY.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  


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