Plan Review Details - Permit 21110363
Plan Review Stops For Permit 21110363
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2022-02-28 Cont ID  
Sent By cpuell Date 2022-02-28 Time 15:51 Rev Time 0.00
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Notes
2022-02-28 15:51:57ADDRESS ASSIGNED AS 7901 GEORGIA AVE
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-02-03 Cont ID  
Sent By cpuell Date 2022-02-03 Time 14:24 Rev Time 0.00
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Notes
2022-02-03 14:25:15PLEASE CONTACT [email protected] OR CALL 561-805-6659 FOR
 THE BUILDING TO BE ASSIGNED AN ADDRESS.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 2021-11-10 Cont ID  
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Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-03-31 Cont ID  
Sent By rmcphers Date 2022-03-31 Time 14:02 Rev Time 0.00
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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 14:42 Rev Time 0.00
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***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-02-11 Cont ID  
Sent By rmcphers Date 2022-02-11 Time 16:00 Rev Time 0.00
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Notes
2022-02-11 16:00:38RESTROOM BUILDING
 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) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) OF THE ROOFING PRODUCT
 APPROVALS LISTED ON THE DRAWINGS.
  
 3) ROOFING SYSTEM PRODUCT APPROVALS MAY BE DEFERRED
 SUBMITTALS BY LISTING ITEMS TO BE DEFERRED ON THE
 CONSTRUCTION DOCUMENTS - 107.3.4.1 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 15:58 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 15:40 Sent To  
Notes
2021-12-27 15:53:30RESTROOM BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE 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) PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, EXTERIOR
 DOORS AND LOUVERS NEED TO BE REVIEWED AND MARKED
 APPROVED BY THE BUILDING DESIGNER OF RECORD. FBC WPB
 107.3.4
  
 4) 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,
  
 5) 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.
  
 6) DRAWING A-1 - DETAIL A4 - SHOWS RH2 ABOVE THE GRAB
 BAR - FBC 609.3 THE SPACE BETWEEN THE GRAB BAR AND
 PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES (305 MM)
 MINIMUM.
  
 7) ATTIC ACCESS - FBC 1209.2 ATTIC SPACES.
 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES (559 MM
 BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
 CLEAR HEIGHT OF OVER 30 INCHES (762 MM). CLEAR HEADROOM
 OF NOT LESS THAN 30 INCHES (762 MM) SHALL BE PROVIDED
 IN THE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING.
  
 8) SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING
 (RESTROOM EAST AND RESTROOM WEST). PLEASE SHOW THIS
 PERMIT TO BE FOR THE EAST OR THE WEST RESTROOM
 BUILDING.
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2022-01-07 Cont ID  
Sent By mpeterso Date 2022-01-07 Time 11:19 Rev Time  
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Notes
***NONE***
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  
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***NONE***
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Rev No 2 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 12:42 Sent To  
Notes
***NONE***
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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 08:31 Sent To  
Notes
2021-11-23 08:35:22PER 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 2022-03-31 Cont ID  
Sent By rmcphers Date 2022-03-31 Time 14:03 Rev Time 0.00
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***NONE***
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Rev No 3 Status N Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 14:53 Rev Time 0.00
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***NONE***
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Rev No 2 Status N Date 2022-02-22 Cont ID  
Sent By lmarchan Date 2022-02-22 Time 12:50 Rev Time 0.00
Received By lmarchan Date 2022-02-03 Time 07:39 Sent To  
Notes
***NONE***
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Rev No 1 Status N Date 2022-01-14 Cont ID  
Sent By lmarchan Date 2022-01-14 Time 10:24 Rev Time 0.00
Received By lmarchan Date 2021-11-20 Time 08:25 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-04-13 Cont ID  
Sent By lmarchan Date 2022-04-13 Time 17:01 Rev Time 0.00
Received By lmarchan Date 2022-03-29 Time 12:24 Sent To  
Notes
2022-04-13 17:01:51NO FEES DUE. LEM
2022-03-29 12:24:093/29/22 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 15:54 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 15:54 Sent To  
Notes
2021-12-27 15:54:56PLANS 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 1 Status P Date 2021-12-09 Cont ID  
Sent By medwards Date 2021-12-09 Time 14:38 Rev Time 0.00
Received By medwards Date 2021-12-09 Time 14:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-03-07 Cont ID  
Sent By ccole Date 2022-03-07 Time 15:46 Rev Time 0.00
Received By ccole Date 2022-03-07 Time 14:35 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-14 Cont ID  
Sent By ccole Date 2022-02-14 Time 14:56 Rev Time 0.00
Received By ccole Date 2022-02-14 Time 13:01 Sent To  
Notes
2022-02-14 14:57:392ND REVIEW FBC-2020 PLUMBING
 PERMIT- 21110363
 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.
  
 5) FAILED. CS-1 & P1: REFER TO TABLE 403.1 FBC P AND
 PROVIDE PLUMBING FIXTURE CALCULATIONS FOR THE NEW
 RESTROOM BUILDING. PROVIDE A SCHEDULE INDICATING THE
 REQUIRED AND PROVIDED NUMBER OF FIXTURES. REFER TO SEC.
 211.2 FBC ACC- NO FEWER THAN TWO DRINKING FOUNTAINS
 SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH 602.1 THROUGH 602.6 (WHEELCHAIR ACCESSIBLE) AND
 ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.7 (STANDING
 PERSONS) FBC ACC. THE PLUMBING FIXTURE CALCULATIONS
 WERE NOT PROVIDED. PLEASE NOTE THAT U OCCUPANCY
 CLASSIFICATIONS (SEE SEC. 312.1 FBC B) ARE NOT INCLUDED
 IN TABLE 403.1 FBC P. HOW WERE THE NUMBER OF FIXTURES
 FOR THE RESTROOM DETERMINED? PLEASE NOTE THAT SERVICE
 SINKS FOR BUILDING SANITATION ARE REQUIRED FIXTURES FOR
 MOST USES AND OCCUPANCIES.
  
 7) FAILED A, B, C, D, E. A1: ADDITIONAL DETAILS
 REQUIRED IN ACCORDANCE WITH THE FBC- 2020 ACCESSIBILITY
 CODE.
 A) FAILED. SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND
 DIMENSIONS FOR THE WATER CLOSETS- SEC. 604.3.
 DIMENSIONS NOT PROVIDED
 B) FAILED. SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND
 DIMENSIONS FOR THE LAVATORIES- 606.2. DIMENSIONS NOT
 PROVIDED
 C) FAILED. SHOW THE TURNING SPACE DIAMETERS- 304.3.
 DIAMETER NOT PROVIDED
 D) FAILED. SHOW THE HEIGHTS OF THE MIRRORS FROM THE
 FINISHED FLOORS TO THE REFLECTIVE SURFACES- 603.3. SHOW
 THE MEASUREMENT TO THE REFLECTIVE SURFACE.
 E) FAILED. SHOW THE MINIMUM LENGTHS, AND MOUNTING
 HEIGHTS OF GRAB BARS FOR THE WATER CLOSETS- 604.5 &
 609.4, AS DEPICTED IN 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.
 SHOW THE GRAB BAR EXTENSION ON THE SIDEWALL TO BE
 MINIMUM 54-INCHES. SHOW THE HEIGHTS OF THE GRAB BARS TO
 THE TOPS OF THE GRIPPING SURFACES.
  
 9) FAILED B. A2: ROOF DRAINAGE:
 A) REFER TO SEC. 1106.1 FBC P AND PROVIDE ROOF DRAINAGE
 CALCULATIONS BASED ON THE RATE- SECS. 1106.1- 1106.4
 FBC P.
 B) FAILED A1 & A2. PLEASE SEE TABLES 1106.3 & 1106.6
 FBC P AND PROVIDE GUTTER AND DOWNSPOUT SIZES. 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.
  
 NEW COMMENT
  
 1) REFER TO SECS. 403.3.3 & 403.5 FBC P AND VERIFY THE
 LOCATIONS OF THE RESTROOM FIXTURES AND DRINKING
 FOUNTAINS DO NOT EXCEED A TRAVEL DISTANCE OF 500 FT.
  
 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 2021-12-21 Cont ID  
Sent By ccole Date 2021-12-21 Time 10:44 Rev Time 0.00
Received By ccole Date 2021-12-20 Time 07:58 Sent To  
Notes
2021-12-21 10:45:121ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21110363
 12/21/21
  
 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: SHOW THE WATER SUPPLY CONNECTION TO THE ICE
 MAKER AND LOCATIONS OF THE WATER HAMMER ARRESTOR AND
 BACKFLOW PREVENTER- SECS. 604.9 & 608.3 FBC P.
  
 3) P1: PLEASE INCLUDE THE FLOOR SINK, FLOOR DRAIN, AND
 ICE MAKER IN THE FIXTURE SCHEDULE- SECS. 413 & 414 FBC
 P.
  
 4) P1: PROVIDE TRAP SEAL PROTECTION FOR THE EMERGENCY
 FLOOR DRAINS- SEC. 1002.4.1 FBC P.
  
 5) CS-1 & P1: REFER TO TABLE 403.1 FBC P AND PROVIDE
 PLUMBING FIXTURE CALCULATIONS FOR THE NEW RESTROOM
 BUILDING. PROVIDE A SCHEDULE INDICATING THE REQUIRED
 AND PROVIDED NUMBER OF FIXTURES. REFER TO SEC. 211.2
 FBC ACC- NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE
 PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1
 THROUGH 602.6 (WHEELCHAIR ACCESSIBLE) AND ONE DRINKING
 FOUNTAIN SHALL COMPLY WITH 602.7 (STANDING PERSONS) FBC
 ACC.
  
 6) A1 & P1: PLEASE LABEL THE TOILET ROOMS AS EITHER
 MALE OR FEMALE- SEC. 403.2 FBC P AND INDICATE WHICH
 GROUPS OF PEOPLE WILL BE USING THE FACILITIES- THE
 PUBLIC, EMPLOYEES, BOTH GROUPS?- SEC. 403.3.
  
 7) A1: ADDITIONAL DETAILS REQUIRED IN ACCORDANCE WITH
 THE FBC- 2020 ACCESSIBILITY CODE.
 A) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE WATER CLOSETS- SEC. 604.3.
 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 HEIGHTS OF THE MIRRORS FROM THE FINISHED
 FLOORS TO THE REFLECTIVE SURFACES- 603.3
 E) SHOW THE MINIMUM LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE WATER CLOSETS- 604.5 & 609.4, AS
 DEPICTED IN 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.
 F) SHOW MAX 48-INCH REACH HEIGHTS FOR PAPER DISPENSERS
 AND CONTROL HANDLES- SEC. 308.
 G) DRINKING FOUNTAINS: REFER TO SECS. 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- SEC. 602.2
 FBC ACC AND SHOW HOW THE LOCATIONS OF THE FOUNTAINS
 WILL BE IN COMPLIANCE WITH SECTION 307.2 PROTRUSION
 LIMITS.
  
 8) A1: SHOW THE CLEAR FLOOR SPACE APPROACH DIAGRAM FOR
 THE ICE MACHINE AND REACH RANGE TO THE CONTROLS. VERIFY
 OPERABLE CONTROL COMPLIANCE. VERIFY COMPLIANCE FOR
 REACH RANGE AND OPERABLE CONTROL- SECS. 904.5.1, 308 &
 309 FBC ACC.
  
 9) A2: ROOF DRAINAGE:
 A) REFER TO SEC. 1106.1 FBC P 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
 GUTTER AND DOWNSPOUT SIZES.
 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.
  
 10) 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.
  
 10A) 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.
  
 11) 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 14:21 Rev Time 0.00
Received By ccole Date 2022-02-14 Time 14:21 Sent To  
Notes
2022-02-14 14:21:58IRRIGATION PLANS WERE NOT SUBMITTED. A SEPARATE PERMIT
 IS REQUIRED FOR INSTALLATION OF THE SYSTEM.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2022-03-31 Cont ID  
Sent By rmcphers Date 2022-03-31 Time 14:03 Rev Time 0.00
Received By rmcphers Date 2022-03-31 Time 14:03 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2022-03-14 Cont ID  
Sent By rmcphers Date 2022-03-14 Time 14:42 Rev Time 0.00
Received By rmcphers Date 2022-03-14 Time 14:42 Sent To  
Notes
2022-03-14 14:46:30ROOFING SYSTEM
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) ROOFING TILE PRODUCT APPROVAL PROVIDED - PLEASE
 CIRCLE THE TILE ATTACHMENT TYPE IN THE PRODUCT APPROVAL
 - IF USING ADHESIVE - PLEASE PROVIDE THE ADHESIVE
 PRODUCT APPROVAL.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2022-02-11 Cont ID  
Sent By rmcphers Date 2022-02-11 Time 16:01 Rev Time 0.00
Received By rmcphers Date 2022-02-11 Time 16:01 Sent To  
Notes
2022-02-11 16:02:06ROOFING REVIEW
  
 NEED CORRECTIONS -
  
 1) PLEASE PROVIDE THE ROOFING PRODUCT APPROVALS THAT
 ARE LISTED ON THE DRAWINGS - FBC WPB 107.2.1.1
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-12-27 Cont ID  
Sent By rmcphers Date 2021-12-27 Time 15:55 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 15:55 Sent To  
Notes
2021-12-27 15:57:54ROOFING REVIEW
  
 NEED CORRECTIONS -
  
 1) PLEASE PROVIDE THE ROOFING SYSTEM DETAILS - PRODUCT
 APPROVALS - FBC WPB 107.2.1.1
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-03-28 Cont ID  
Sent By mpeterso Date 2022-03-18 Time 13:23 Rev Time 0.00
Received By mpeterso Date 2022-03-18 Time 13:23 Sent To  
Notes
2022-03-28 10:32:50UPLOADED P-1 PLAN WITH CORRECT CERTIFIABLE DIGITAL
 SIGNATURE PROVIDED BY EMAIL FROM CLIENT, TO SIGNATURE
 FOLDER. 3/28/22 M.P.
2022-03-18 13:26:07SIGNATURE REVIEW FAILED
 1) PLAN LABELED P-1 DIGITAL SIGNATURE CANNOT BE
 CERTIFIED. PLEASE UPLOAD A PLAN INTO THE SIGNATURE FILE
 THAT IS CERTIFIABLE.
  
 FS471/FS481 DOCUMENTS PREPARED BY AN ARCHITECT OR
 ENGINEER AND SUBMITTED FOR PUBLIC RECORD ARE TO BE
 SIGNED, SEALED, DATED ORIGINALS OR DIGITALLY SEALED AND
 SIGNED.
 EITHER UPLOAD A DIGITALLY OR ELECTRONICALLY SIGNED PLAN
 TO THE SIGNATURE FOLDER WITH YOUR RESUBMITTAL (IF
 APPLICABLE) AND COMPLETE THE UPLOAD TASK IN PROJECTDOX,
 OR YOU CAN SUBMIT ONE ORIGINAL SIGNED AND SEALED PAPER
 ORIGINAL WITH A WET SIGNATURE TO THE BUILDING
 DEPARTMENT.
 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.
  
 SIGNATURE DOCUMENTS ARE TYPICALLY REVIEWED WITHIN TWO
 BUSINESS DAYS AFTER SUBMITTAL; DIGITALLY SIGNED
 DOCUMENTS ARE PREFERRED.
 PLEASE EMAIL [email protected] AND CC TO
 [email protected] WITH ANY QUESTIONS
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
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 14:50 Rev Time 0.00
Received By rmcphers Date 2022-03-14 Time 14:49 Sent To  
Notes
2022-03-14 14:50:34SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS C5.1, AND P1 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 2 Status F Date 2022-02-11 Cont ID  
Sent By rmcphers Date 2022-02-11 Time 16:15 Rev Time 0.00
Received By rmcphers Date 2022-02-11 Time 16:15 Sent To  
Notes
2022-02-11 16:16:48SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS SP-1, C5.1, AND P1 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 16:01 Rev Time 0.00
Received By rmcphers Date 2021-12-27 Time 16:01 Sent To  
Notes
2021-12-27 16:03:07SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 DRAWING CS-1 DOES NOT SHOW AS DIGITALLY SIGNED IN ADOBE
 READER - SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED
 TO BE DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER
 OR ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE 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 13:56 Rev Time 0.00
Received By jroach Date 2022-03-08 Time 13:56 Sent To  
Notes
2022-03-08 13:56:29THIS 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 P Date 2022-02-22 Cont ID  
Sent By jroach Date 2022-02-22 Time 10:44 Rev Time 0.00
Received By jroach Date 2022-02-22 Time 10:44 Sent To  
Notes
2022-02-22 10:44:42THIS 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 1 Status F Date 2022-01-14 Cont ID  
Sent By jroach Date 2022-01-14 Time 08:49 Rev Time 0.00
Received By jroach Date 2022-01-14 Time 08:49 Sent To  
Notes
2022-01-14 08:50:17ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 01.14.2022
 PERMIT NO.: 21110363
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. NO SITE PLAN WAS PROVIDED. PLEASE ENSURE THAT A SITE
 PLAN IS INCLUDED SHOWING THE LOCATION OF THE PROPOSED
 SCOPE OF WORK, ETC. ENSURE THAT THE SITE PLAN MATCHES
 THAT WHICH HAS BEEN SUBMITTED/APPROVED AS PART OF THE
 FORMAL SITE PLAN REVIEW.
  
 2. SURVEY SHALL BE PROVIDED.
  
 3. STAFF HAS CONCERNS WITH REGARD TO THE REVISED DESIGN
 OF THE BUILDING AND THE APPEARANCE OF THE HALFWAY HOUSE
 AS ONE APPROACHES FROM THE MAIN ENTRANCE / ROUNDABOUT.
 ENHANCEMENTS NEED TO BE MADE TO ADDRESS THE NEGATIVE
 BACK-OF-HOUSE APPEARANCE.
 ________________________________________
  
 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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