Plan Review Details - Permit 21110360
Plan Review Stops For Permit 21110360
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2022-02-18 Cont ID  
Sent By cpuell Date 2022-02-18 Time 12:20 Rev Time 0.00
Received By cpuell Date 2022-02-18 Time 12:20 Sent To  
Notes
2022-02-18 12:20:58ADDRESS 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 10:48 Rev Time 0.00
Received By cpuell Date 2022-02-02 Time 10:48 Sent To  
Notes
2022-02-02 10:48:55PREVIOUS 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 10:10 Rev Time 0.00
Received By cpuell Date 2022-01-14 Time 10:09 Sent To  
Notes
2022-01-14 10:10:16BLDG A 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 2022-01-13 Cont ID  
Sent By scwelter Date 2022-01-13 Time 10:52 Rev Time 0.00
Received By scwelter Date 2022-01-13 Time 10:52 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-04-05 Cont ID  
Sent By rmcphers Date 2022-04-05 Time 11:21 Rev Time 0.00
Received By rmcphers Date 2022-04-05 Time 11:21 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 16:17 Rev Time 0.00
Received By rmcphers Date 2022-03-14 Time 16:17 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-02-10 Cont ID  
Sent By rmcphers Date 2022-02-10 Time 11:21 Rev Time 0.00
Received By rmcphers Date 2022-02-10 Time 11:14 Sent To  
Notes
2022-02-10 11:20:57BUILDING "A"
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) ACCESSIBLE RESTROOM - PLEASE SHOW THE MIRROR
 DIMENSIONS FROM THE FINISHED FLOOR TO THE "REFLECTIVE
 SURFACE" PER FBC A 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 2) SURVEY PROVIDED SHOWS THE BUILDING IN A FLOOD ZONE -
 PLEASE PROVIDE AN ELEVATION CERTIFICATE - FBC WPB
 107.3.5.1.1 (1)
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-12-29 Cont ID  
Sent By rmcphers Date 2021-12-29 Time 08:42 Rev Time 0.00
Received By rmcphers Date 2021-12-28 Time 08:26 Sent To  
Notes
2021-12-29 08:40:02BUILDING "A"
 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) ACCESSIBLE RESTROOM - PLEASE SHOW THE TOILET GRAB
 BAR DIMENSIONS FROM THE FINISHED FLOOR TO THE "TOP OF
 THE GRIPPING SURFACE" PER FBC A 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,
  
 4) ACCESSIBLE RESTROOM - PLEASE SHOW THE MIRROR
 DIMENSIONS FROM THE FINISHED FLOOR TO THE "REFLECTIVE
 SURFACE" PER FBC A 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 5) PLEASE SHOW SHOWER DETAILS TO MEET FBC ACCESSIBILITY
 - GRAB BARS, ENTRY ETC, FBC 213.2
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2022-03-10 Cont ID  
Sent By jleahy Date 2022-03-10 Time 08:58 Rev Time 0.00
Received By jleahy Date 2022-03-10 Time 07:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2022-02-11 Cont ID  
Sent By mpeterso Date 2022-02-11 Time 14:01 Rev Time 0.00
Received By mpeterso Date 2022-02-11 Time 14:01 Sent To  
Notes
2022-02-11 14:03:47ELECTRIC REVIEW FAILED
 1) PLEASE PROVIDE DOCUMENTATION STATING THE HAZARDOUS
 CLASSIFICATION FOR THE EQUIPMENT STORAGE AREA.. 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 16:01 Rev Time 0.00
Received By jleahy Date 2022-01-10 Time 15:49 Sent To  
Notes
2022-01-10 16:08:06ELECTRICAL 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 2021-11-30 Cont ID  
Sent By rrossano Date 2021-11-30 Time   Rev Time  
Received By rrossano Date 2021-11-30 Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-03-01 Cont ID  
Sent By   Date 2022-03-01 Time   Rev Time 0.00
Received By bdolan Date 2022-03-01 Time 12:48 Sent To  
Notes
2022-03-01 12:48:27FIRE ALARM INSTALLATION REQUIRES A SEPARATE PERMIT WITH
 DETAILED SPECS/PLANS SUBMITTED
 BY A LICENSED CONTRACTOR.
  
 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 09:19 Sent To  
Notes
2022-02-03 09:19:49SEE PREVIOUS NOTES FROM JCCLARK
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 07:43 Sent To  
Notes
2021-11-23 08:06:08PER 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 2022-04-05 Cont ID  
Sent By rmcphers Date 2022-04-05 Time 11:23 Rev Time 0.00
Received By rmcphers Date 2022-03-18 Time 06:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 16:25 Rev Time 0.00
Received By rmcphers Date 2022-02-28 Time 13:12 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 15:47 Rev Time 0.00
Received By lmarchan Date 2022-02-01 Time 16:36 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 10:10 Rev Time 0.00
Received By cpuell Date 2021-11-20 Time 08:21 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-04-15 Cont ID  
Sent By lmarchan Date 2022-04-15 Time 12:16 Rev Time 0.00
Received By lmarchan Date 2022-03-11 Time 16:17 Sent To  
Notes
2022-04-15 12:17:05RECEIPT MU-2022-013068 - $3049.43 PAID
  
2022-03-11 16:17:223/11/22 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-12-29 Cont ID  
Sent By rmcphers Date 2021-12-29 Time 08:41 Rev Time 0.00
Received By rmcphers Date 2021-12-29 Time 08:41 Sent To  
Notes
2021-12-29 08:41:55PLANS 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 2 Status P Date 2022-02-14 Cont ID  
Sent By medwards Date 2022-02-14 Time 06:53 Rev Time 0.00
Received By medwards Date 2022-02-14 Time 06:53 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-12-10 Cont ID  
Sent By medwards Date 2021-12-10 Time 07:09 Rev Time 0.00
Received By medwards Date 2021-12-10 Time 07:09 Sent To  
Notes
2021-12-10 07:09:351ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21110360
  
 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 SHOW THE OUTDOOR AIR INTAKE FOR AHU-1 IS 10
 FEET AWAY FROM THE JANITOR AND LOCKER ROOM EXHAUST. FBC
 M 501.3.1-3
  
 2) PLEASE SHOW THAT THE EXHAUST FANS FOR THE GARAGE
 AREA WILL MEET THE TERMINATION LOCATION 10 FEET FROM
 FBC M 501.3.1-2
  
 3) PLEASE SHOW THE LOCKER ROOMS SQ FT CALCULATIONS FOR
 THE REQUIRED EXHAUST AIR. FBC M TABLE 403.3.1.1
  
 4) PLEASE CLASSIFY THE EQUIPMENT STORAGE AREA BY
 OCCUPANCY CLASSIFICATION FROM FBC M TABLE 403.3.1.1. IS
 THE USE OF SPACE COMPARED TO A PARKING GARAGE? HOW IS
 THIS SPACE GOING TO BE USED? THERE IS A MECHANICS WORK
 AREA, PLEASE SHOW THIS AREA MEETS THE EXHAUST
 REQUIREMENTS OF FBC M TABLE 403.3.1.1
  
 5) PLEASE SHOW THE BREAKROOM IN THE OUTDOOR AIR
 CALCULATIONS. IS THIS AREA TO BE USED MORE FOR A DINING
 ROOM? FBC M TABLE 403.3.1.1
  
  
 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 P Date 2022-02-10 Cont ID  
Sent By rmcphers Date 2022-02-10 Time 11:21 Rev Time 0.00
Received By rmcphers Date 2022-02-10 Time 11:21 Sent To  
Notes
2022-02-10 11:22:59FLOOD ZONE = AE 10.7
 PROPOSED LOWEST FLOOR ELEVATION 12.7 NAVD
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-03-02 Cont ID  
Sent By ccole Date 2022-03-02 Time 16:29 Rev Time 0.00
Received By ccole Date 2022-03-02 Time 14:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-11 Cont ID  
Sent By ccole Date 2022-02-11 Time 12:48 Rev Time 0.00
Received By ccole Date 2022-02-11 Time 08:06 Sent To  
Notes
2022-02-11 12:50:202ND REVIEW FBC-2020 PLUMBING
 PERMIT- 21110360
 2/11/2022
  
 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.
  
 1) SHEET P4: THE REQUIRED EXPANSION TANK SHOWN ON THE
 PREVIOUS PLAN SUBMITTAL OR THE WATER HEATER WAS REMOVED
 FROM THE RESUBMITTED PLAN. PLEASE RESUBMIT THE
 CORRECTED DETAIL WITH THE EXPANSION TANK IN PLACE- SEC.
 607.3 FBC P.
  
 2) A-103: THE MEASUREMENTS FOR THE GRAB BARS AT THE
 WATER CLOSETS AND SHOWERS SHALL BE SHOWN TO THE TOPS OF
 THE GRIPPING SURFACES- SEC. 609.4 FBC ACC. (COMMENT #10
 F FROM THE 1ST REVIEW).
  
 3) A-103: PLEASE SHOW THE GRAB BAR ON THE SHOWER BACK
 WALL WILL EXTEND 18-INCHES FROM THE CONTROL WALL- SEC.
 608.3.1 FBC ACC.(COMMENT #10 J FROM THE 1ST REVIEW).
  
 4 A-103: PLEASE PROVIDE A SHOWER SEAT DETAIL SHOWING
 THE REQUIRED EDGE CLEARANCES AS SHOWN IN FIGURE 610.3.2
 FBC ACC. (COMMENT #10 M FROM THE 1ST REVIEW).
  
 5) A-401: PLEASE PROVIDE THE GPM CAPACITIES OF THE
 GUTTERS AND DOWNSPOUTS IN ORDER TO VERIFY SIZES ARE
 CODE COMPLIANT- SEE TABLE 1106.3 & 1106.6 FBC B.
 (COMMENT #14 B FROM THE 1ST REVIEW).
  
 6) LS1.01: PLEASE REVISE THE CALCULATIONS TO INCLUDE
 ALL EMPLOYEES ASSOCISATED WITH BUILDINGS B & C- SEC.
 403.3 FBC P.
  
 7) SHEET P1- COMMENT #15 FROM THE 1ST REVIEW- FLOOD
 HAZARD. THE NEW SURVEY SHOWS THE BUILDING IS LOCATED IN
 AN AE FLOOD HAZARD ZONE. PLEASE CLARIFY IF ANY OF THE
 BUILDING PLUMBING COMPONENTS- SANITARY LINE, SEPTIC
 TANK, POTABLE WATER LINE AND BACKFLOW PREVENTER ARE
 LOCATED LESS THAN 2 FT. BELOW THE FLOOD ELEVATION
 HEIGHT. PLEASE REVIEW THE FOLLOWING REQUIREMENTS AND
 PROVIDE COMPLIANCE DETAILS AND DRAWINGS WHERE
 APPLICABLE.
 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.
  
 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.
  
 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 2021-12-17 Cont ID  
Sent By ccole Date 2021-12-17 Time 16:06 Rev Time 0.00
Received By ccole Date 2021-12-17 Time 11:22 Sent To  
Notes
2021-12-17 16:07:381ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21110360
 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 P1: REFERENCES ARE MADE TO CIVIL DRAWING WHICH
 HAVE NOT BEEN PROVIDED. PLEASE SUBMIT THE DRAWINGS
 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 P. PLEASE NOTE INSTALLATION OF THE
 SEPTIC TANK SHALL BE COMPLIANCE WITH FAC RULE 64E-6 AND
 A PERMIT MUST BE OBTAINED FROM THE PB COUNTY DEPARTMENT
 OF HEALTH. OTHER REQUIRED SEPARATE PERMITS ARE:
 A) POTABLE WATER SERVICE BACKFLOW PREVENTER.
 B) IRRIGATION.
 C) IRRIGATION SERVICE BACKFLOW PREVENTER.
 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 DEVICE
 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.
  
 2) P1 & P3: SHOW THE HWR LINE IN THE WATER ISOMETRIC
 DRAWING- SEC. 607.2 FBC P.
  
 3) P1, P3, & P4: PLEASE CORRECT THESE ERRORS PER SEC.
 107.2.1 WPB: A) P1 NOTE 5 INDICATES MIXING VALVES AT
 THE LAVATORIES HOWEVER P1 DOES NOT SHOW HW TO THE MEN'S
 AND WOMEN'S LAVS. B) THE LAV AND INSTA-HOT DETAIL ON P4
 DOES NOT SHOW A MIXING VALVE. C) A FULL-OPEN TYPE SHUT
 OFF VALVE IS REQUIRED FOR THE SUPPLY TO THE WATER
 HEATER- SEC. 503.1 & 606.1(8) FBC P.
  
 4) P3: SHOW BACKFLOW PREVENTERS WILL BE INSTALLED ON
 THE WATER SUPPLY LINES TO THE ICE MAKERS AND THE
 REFRIGERATOR ICE MAKER- SEC. 608.3 FBC P.
  
 5) P3: SHOW THE SUPPLY LINE TO THE COFFEE MAKER IF A
 HARD PIPE CONNECTION IS REQUIRED AND SHOW THE REQUIRED
 WATER HAMMER ARRESTOR AND BACKFLOW PREVENTER- SECS.
 604.5 7 608.3 FBC P.
  
 6) P4: SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 WATER HEATER TO VERIFY ENERGY EFFICIENCY COMPLIANCE-
 TABLE C404.2 FBC EC.
  
 7) P4: PROVIDE A PAN AND A PAN DRAIN LINE FOR THE WATER
 HEATER- SECTION 504.7 FBC P.
  
 8) P4: PLEASE ADD THE ACCESSIBLE SHOWERS AND SHOWER
 VALVES TO THE PLUMBING FIXTURE SCHEDULE- SECS. 421.1,
 412.2 & 412.3 FBC P.
  
 9) LS-101: PLUMBING FIXTURE CALCULATIONS FOR MIXED
 OCCUPANCIES SHALL BE IN ACCORDANCE WITH SECTION 403.1.1
 FBC P- FRACTIONAL NUMBERS FOR EACH OCCUPANCY SHALL
 FIRST BE SUMMED AND THEN ROUNDED UP TO THE NEXT WHOLE
 NUMBER.
  
 10) A-103- FBC ACCESSIBILITY COMPLIANCES FOR UNISEX
 104, WOMEN'S 106A, & MEN'S 107:
 A) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE WATER CLOSETS- SEC. 604.3.S
 B) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE LAVATORIES- 606.2.
 C) SHOW THE TURNING SPACE DIAMETERS- 304.3.
 D) SHOW THE CLEAR WIDTH OF THE MEN'S ACCESSIBLE
 COMPARTMENT DOOR- 404.2.3.
 E) SHOW THE HEIGHTS OF THE MIRRORS FROM THE FINISHED
 FLOORS TO THE REFLECTIVE SURFACES- 603.3
 F) SHOW THE MINIMUM LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE WATER CLOSETS- 604.5 & 609.4, FIGURES
 604.5.1 & 604.5.2. THE CURRENT DETAILS DO NOT SHOW THE
 MINIMUM 54-INCH SIDE BAR EXTENSION FROM THE REAR WALL,
 AND THE MOUNTING HEIGHTS TO THE TOPS OF THE GRAB BAR
 GRIPPING SURFACES.
 G) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORIES-
 606.2, AND FIGURES 306.2 & 306.3.
 H) SHOW MAX 48-INCH REACH HEIGHTS FOR PAPER DISPENSERS
 AND CONTROL HANDLES- SEC. 308.
 I) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE SHOWER- SECTION 608.2.1
 J) SHOW THE LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE ACCESSIBLE SHOWER- SECTION 608.3 AND
 608.3.1.
 K) SHOW THE LOCATIONS OF CONTROLS, FAUCETS, AND SHOWER
 SPRAYS IN THE SHOWERS- SECTION 608.5.1.
 L) SHOWER SPRAY UNIT SPECIFICATIONS PER SECTION 608.6.
 M) LOCATIONS OF ACCESSIBLE SHOWER SEATS- SECTIONS
 608.4, 610.3 & 610.3.2.
 N) SHOW THE CLEAR FLOOR SPACE APPROACH DIAGRAMS AND
 DIMENSIONS AT THE SINK, DISHWASHER AND REFRIGERATOR-
 SECTIONS 305, 606.2, 804.6.3 & 804.6.6 FBC ACC. PROVIDE
 AN ELEVATION DETAIL OR NOTE TO VERIFY THE FREEZER
 INSIDE THE REFRIGERATOR HAS A MINIMUM OF 50 PERCENT OF
 FREEZER SPACE 54-INCHES MAXIMUM FROM THE FINISHED
 FLOOR.
 O) DRINKING FOUNTAINS: 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.
  
 11) A-103: SHOW THE COFFEE MAKER IN THE ELEVATION
 DETAIL AND VERIFY COMPLIANCE FOR REACH RANGES AND
 OPERABLE CONTROLS TO THE COFFEE MAKER AND MICROWAVE-
 308 & 309 FBC ACC.
  
 12) A-103: SHOW THE DEPTH MEASUREMENT FOR THE STANDARD
 WATER CLOSET COMPARTMENT- SEC. 405.3.1 FBC P.
  
 13) A-103: SHOW THE WALL SURROUND FINISH MATERIAL AT
 THE MOP SINK- SEC. 310.3 FBC P, AND 1210.2.2 FBC B.
  
 14) 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 #1 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.
  
 15) 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 2022-02-11 Time 11:11 Rev Time 0.00
Received By ccole Date 2022-02-11 Time 11:11 Sent To  
Notes
2022-02-14 11:12:58IRRIGATION 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 2021-12-29 Cont ID  
Sent By rmcphers Date 2021-12-29 Time 08:40 Rev Time 0.00
Received By rmcphers Date 2021-12-29 Time 08:40 Sent To  
Notes
2021-12-29 08:40:44METAL BUILDING - NO ROOFING SYSTEM
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-04-05 Cont ID  
Sent By rmcphers Date 2022-04-05 Time 11:22 Rev Time 0.00
Received By rmcphers Date 2022-04-05 Time 11:22 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 16:18 Rev Time 0.00
Received By rmcphers Date 2022-03-14 Time 16:18 Sent To  
Notes
2022-03-14 16:18:49SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS A-1.03 AND THE ELEVATION CERTIFICATE DO NOT
 SHOW AS DIGITALLY SIGNED IN ADOBE READER -
 (PLEASE CORRECT THE ADDRESS ON THE ELEVATION
 CERTIFICATE ALSO - 8301 GEORGIA AVE)
  
 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 2 Status F Date 2022-02-10 Cont ID  
Sent By rmcphers Date 2022-02-10 Time 11:37 Rev Time 0.00
Received By rmcphers Date 2022-02-10 Time 11:37 Sent To  
Notes
2022-02-10 11:39:04SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS SP-1, SP-4, C1.4, A-1.03 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 2021-12-29 Cont ID  
Sent By rmcphers Date 2021-12-29 Time 08:42 Rev Time 0.00
Received By rmcphers Date 2021-12-29 Time 08:42 Sent To  
Notes
2021-12-29 08:44:08SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWING CS1 AND 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 3 Status P Date 2022-03-08 Cont ID  
Sent By jroach Date 2022-03-08 Time 14:22 Rev Time 0.00
Received By jroach Date 2022-03-08 Time 14:22 Sent To  
Notes
2022-03-08 14:23:41THE SCOPE OF THIS PERMIT REVIEW IS LIMITED TO THE GOLF
 MAINTENANCE BUILDING ONLY.
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. IN ADDITION TO THE PERMITS FOR THE STRUCTURE,
 SEPARATE PERMITS REQUIRED FOR:
 1.1. LANDSCAPING
 1.2. FENCING/GATES
 1.3. SITE/PRIVACY WALLS
 1.4. SITE LIGHTING
 1.5. IRRIGATION
 1.6. GENERATOR
 1.7. SIGNAGE
 1.8. PARING LOT / STRIPING / HARDSCAPE
 1.9. SITE FIXTURES (I.E. BIKE RACKS, ETC.)
  
 2. 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
 P: 561.822.1448 | E: [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2022-02-18 Cont ID  
Sent By jroach Date 2022-02-18 Time 15:40 Rev Time 0.00
Received By jroach Date 2022-02-18 Time 15:40 Sent To  
Notes
2022-02-18 15:42:07ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 02.18.2022
 PERMIT NO.: 21110360
 ________________________________________
  
 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 09:41 Rev Time 0.00
Received By jroach Date 2022-01-14 Time 09:41 Sent To  
Notes
2022-01-14 09:42:08ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 01.14.2022
 PERMIT NO.: 21110360
 ________________________________________
  
 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
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved