Plan Review Details - Permit 23040294
Plan Review Stops For Permit 23040294
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2023-06-28 Cont ID  
Sent By cpuell Date 2023-06-28 Time 11:52 Rev Time 0.00
Received By cpuell Date 2023-06-28 Time 11:52 Sent To  
Notes
2023-06-28 11:55:17ADDRESS UPDATED TO 2195 OKEECHOBEE BLVD, APPLICANT
 INFORMED THE APPLICATION AND PLANS WILL NEED TO REFLECT
 THE NEW ADDRESSES.

Review Stop AD ADDRESSING
Rev No 2 Status F Date 2023-06-14 Cont ID  
Sent By cpuell Date 2023-06-14 Time 12:24 Rev Time 0.00
Received By cpuell Date 2023-06-14 Time 12:24 Sent To  
Notes
2023-06-14 12:24:10NEW BUILDING NEEDS TO BE ASSIGNED AN ADDRESS SO THAT
 THE ENTRANCES ON THE GROUND FLOOR FALLS IN LINE WITH
 THE CITY'S ROAD CENTER LINES. PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 TO WORK ON
 THE ADDRESSING ISSUES.

Review Stop AD ADDRESSING
Rev No 1 Status F Date 2023-04-20 Cont ID  
Sent By cpuell Date 2023-04-20 Time 07:41 Rev Time 0.00
Received By cpuell Date 2023-04-20 Time 07:41 Sent To  
Notes
2023-04-20 07:47:21NEW BUILDING NEEDS TO BE ASSIGNED AN ADDRESS SO THAT
 THE ENTRANCES ON THE GROUND FLOOR FALLS IN LINE WITH
 THE CITY'S ROAD CENTER LINES. PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 TO WORK ON
 THE ADDRESSING ISSUES.

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 3 Status P Date 2023-07-27 Cont ID  
Sent By swelter Date 2023-07-27 Time 13:14 Rev Time 0.00
Received By swelter Date 2023-07-27 Time 13:17 Sent To  
Notes
2023-07-27 13:17:22DEVELOPER SATISFIED THE PUBLIC ART REQUIREMENT.

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status F Date 2023-07-11 Cont ID  
Sent By swelter Date 2023-07-11 Time 13:33 Rev Time 0.00
Received By swelter Date 2023-07-11 Time 13:37 Sent To  
Notes
2023-07-11 13:37:41ART ASSESSMENT RCVD. 6.29.23
 INVOICE SENT 6.29.23
 PAYMENT DUE NOW.
  
 PAY AT CASHIER'S OFFICE 1ST FLOOR CITY HALL - INVOICE
 MUST ACCOMPANY PAYMENT.
 SEND PAYMENT RECIEPT TO [email protected]

Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2023-05-17 Time   Rev Time 0.00
Received By swelter Date 2023-05-17 Time 15:54 Sent To  
Notes
2023-05-17 15:54:48DEVELOPMENT SUBJECT TO PUBLIC ART REQUIREMENT.
 PLEASE CONTACT SYBILLE WELTER AT [email protected] TO
 REVIEW THE REQUIREMENTS AND OPTIONS.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2023-06-23 Cont ID  
Sent By rmcphers Date 2023-06-23 Time 12:31 Rev Time 0.00
Received By rmcphers Date 2023-06-23 Time 11:03 Sent To  
Notes
2023-06-23 11:21:01NEW COMMERCIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE A SOIL REPORT FBC 1803.2
  
 2) ACCESSIBLE RESTROOM - PLEASE SHOW THE TOILET REAR
 GRAB BAR DIMENSIONS WITHOUT THE 6' DIMENSION FROM THE
 SIDE WALL - 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 3) ACCESSIBLE RESTROOM - PLEASE USE THE WORDS
 "REFLECTIVE SURFACE" WHEN SHOWING THE DIMENSIONS FROM
 THE FLOOR TO THE BOTTOM OF THE MIRROR - 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
  
 4) ACCESSIBLE RESTROOM - THE TOILET VERTICAL GRAB BAR
 IS NOT REQUIRED - PLEASE SHOW THE 12" CLEARANCE ABOVE
 THE HORIZONTAL GRAB BAR - FBC A 609.3 THE SPACE BETWEEN
 THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12
 INCHES (305 MM) MINIMUM.
  
 5) ACCESSIBLE RESTROOM - PLEASE SHOW THE MAXIMUM TOILET
 GRAB BAR HEIGHT TO THE TOP OF THE GRIPPING SURFACE NOT
 TO THE CENTER OF THE BAR - 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
  
 6) ACCESSIBLE RESTROOM - PLEASE SHOW THE SIZE OF THE
 TOILET STALL DOOR AND THE CLEAR FLOOR SPACE FOR THE
 DOOR MANEUVERING CLEARANCE - FBC A 404.2.3 AND 404.2.4
  
 7) NOT SURE IF THESE ITEMS ARE TO BE DEFERRED - PLEASE
 CLARIFY ON THE DRAWING - PLEASE PROVIDE COMPLETE (FRONT
 PAGES AND THE INSTALLATION INSTRUCTIONS) MIAMI DADE OR
 FLORIDA STATE PRODUCT APPROVALS FOR THE EXTERIOR
 WINDOWS, DOORS, LOUVERS AND ROOFING SYSTEMS - ALL
 PRODUCT APPROVALS NEED TO BE REVIEWED AND MARKED
 APPROVED BY THE BUILDING DESIGNER OF RECORD UNLESS
 LISTED ON THE DRAWING BY THE PRODUCT APPROVAL NUMBER -
 FBC 107.3.4
  
 8) PLEASE PROVIDE THE EXTERIOR WALL ALUMINUM COMPOSITE
 PANEL DETAILS - FBC 1609
  
 9) DRAWING C09 SHOWS THE FLOOR ELEVATION AT THE FRONT
 OF THE BUILDING AT 19.00 NAVD AND THE REAR OF THE
 BUILDING AT 18.00 NAVD - DRAWING C-05 SHOWS THE FLOOR
 ELEVATION AT 18.50 - PLEASE SHOW THE FLOOR ELEVATION TO
 MATCH ON ALL DRAWINGS.
  
 10) NEED TO KNOW IF THE "BUILDING" IS IN THE AE 13.4
 FLOOD ZONE - PLEASE SHOW THE DELINEATION LINE BETWEEN
 THE FLOOD ZONES X AND AE 13.4 ON A SURVEY OR THE CIVIL
 PLANS - IF THE BUILDING IS IN THE FLOOD ZONE A PROPOSED
 ELEVATION CERTIFICATE WILL BE NEEDED - FBC WPB 107.3.5
  
 11) ITEMS TO BE DEFERRED SUBMITTALS SHALL BE LISTED ON
 THE CONSTRUCTION DOCUMENTS - FBC WPB107.3.4.1
  
 12) SEPARATE PERMITS ARE REQUIRED FOR BUILDING DEMO,
 PARKING LOT, DUMPSTER ENCLOSURE - PLEASE ACKNOWLEDGE
 THIS.
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-04-28 Cont ID  
Sent By rmcphers Date 2023-04-28 Time 10:20 Rev Time 0.00
Received By rmcphers Date 2023-04-27 Time 11:47 Sent To  
Notes
2023-04-28 10:20:31NEW COMMERCIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE A SOIL REPORT FBC 1803.2
  
 2) DRAWING G005 - DETAIL 4 - SHOWS THE ACCESSIBLE
 PARKING SPACE WIDTH AT 9' - THE MINIMUM ACCESSIBLE
 PARKING SPACE WIDTH IS 12 FEET - FBC A 502.2
  
 3) ACCESSIBLE RESTROOM - PLEASE SHOW THE TOILET REAR
 GRAB BAR DIMENSIONS WITHOUT THE 6' DIMENSION FROM THE
 SIDE WALL - 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 4) ACCESSIBLE RESTROOM - PLEASE USE THE WORDS
 "REFLECTIVE SURFACE" WHEN SHOWING THE DIMENSIONS FROM
 THE FLOOR TO THE BOTTOM OF THE MIRROR - 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) ACCESSIBLE RESTROOM - THE TOILET VERTICAL GRAB BAR
 IS NOT REQUIRED - PLEASE SHOW THE 12" CLEARANCE ABOVE
 THE HORIZONTAL GRAB BAR - FBC A 609.3 THE SPACE BETWEEN
 THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12
 INCHES (305 MM) MINIMUM.
  
 6) ACCESSIBLE RESTROOM - PLEASE SHOW THE MAXIMUM TOILET
 GRAB BAR HEIGHT TO THE TOP OF THE GRIPPING SURFACE NOT
 TO THE CENTER OF THE BAR - 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
  
 7) ACCESSIBLE RESTROOM - PLEASE SHOW THE SIZE OF THE
 TOILET STALL DOOR AND THE CLEAR FLOOR SPACE FOR THE
 DOOR MANEUVERING CLEARANCE - FBC A 404.2.3 AND 404.2.4
  
 8) PLEASE SHOW THE ADVISORS SERVICE DESK HEIGHT AND
 CLEAR FLOOR SPACE TO COMPLY WITH FBC A 904.4
  
 9) PLEASE SHOW THE CUSTOMER AND EMPLOYEE PARKING AREAS
 IF THEY ARE IN THE GARAGE PLEASE SHOW THE ACCESSIBLE
 PARKING SPACES PER FBC A 208.3
  
 10) PLEASE SHOW THE ROOF HEIGHT TO THE TOP OF THE
 ELEVATOR/STAIR SHAFT - FBC 504.1
  
 11) DRAWING A 321 - DETAIL 5 SHOWS THE ROOF DECK AT 34'
 5" AND THE TOP OF THE PARAPET AT 37' 9" - PLEASE SHOW
 THE REQUIRED GUARD - FBC 1015.2
  
 12) PLEASE SHOW THE DIMENSIONS FROM THE 2ND FLOOR DECK
 TO THE BOTTOM OF THE 2ND FLOOR WALL OPENINGS - 1015.2
 WHERE REQUIRED.
 GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
 SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS,
 AISLES, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED
 MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE
 FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914
 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS
 SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN
 ACCORDANCE WITH SECTION 1607.8.
  
 13) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, DOORS,
 LOUVERS AND ROOFING SYSTEMS - ALL PRODUCT APPROVALS
 NEED TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING
 DESIGNER OF RECORD UNLESS LISTED ON THE DRAWING BY THE
 PRODUCT APPROVAL NUMBER - FBC 107.3.4
  
 14) PLEASE PROVIDE THE EXTERIOR WALL ALUMINUM COMPOSITE
 PANEL DETAILS - FBC 1609
  
 15) PLEASE PROVIDE THE PRE CAST CONCRETE WALL
 CONNECTION DETAILS - FBC 1609
  
 16) PLEASE PROVIDE THE PRE CAST DOUBLE TEE CONNECTION
 DETAILS - FBC 1609
  
 17) ITEMS TO BE DEFERRED SUBMITTALS SHALL BE LISTED ON
 THE CONSTRUCTION DOCUMENTS - FBC WPB107.3.4.1
  
  

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2023-06-21 Cont ID  
Sent By mpeterso Date 2023-06-21 Time 16:25 Rev Time 0.00
Received By mpeterso Date 2023-06-21 Time 16:25 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2023-05-01 Cont ID  
Sent By mpeterso Date 2023-05-01 Time 14:27 Rev Time 0.00
Received By mpeterso Date 2023-05-01 Time 14:27 Sent To  
Notes
2023-05-01 14:29:53ELECTRIC REVIEW FAILED
  
 1) ONE LINE DIAGRAM ON SHEET E501 DETAILS A PORTABLE
 GENERATOR SERVICE ENTRANCE RATED DOCKING TRANSFER
 SWITCH. THIS APPEARS TO BE THE SERVICE EQUIPMENT
 DISCONNECTING MEANS AS DEFINED IN ACCORDANCE WITH NEC
 100 DEFINITIONS, SERVICE EQUIPMENT IS DEFINED AS, THE
 NECESSARY EQUIPMENT, USUALLY CONSISTING OF A CIRCUIT
 BREAKER(S) OR SWITCH(ES) AND FUSE(S) AND THEIR
 ACCESSORIES, CONNECTED TO THE LOAD END OF SERVICE
 CONDUCTORS TO A BUILDING OR OTHER STRUCTURE, OR AN
 OTHERWISE DESIGNATED AREA, AND INTENDED TO CONSTITUTE
 THE MAIN CONTROL AND CUTOFF OF THE SUPPLY.
  THIS TRANSFER SWITCH IS DETAILED AS BEING RATED AT
 1200 AMPS AND 480 VOLTS, HOWEVER NOT DETAILED AS HAVING
 GROUND FAULT PROTECTION IN ACCORDANCE WITH NEC 215.10
 AND NEC 230.95
  ONE LINE DIAGRAM ON SHEET E501 DETAILS TWO SERVICES TO
 BUILDING, ONE SERVICE IS DETAILED AS HEVA, THE OTHER
 SERVICE IS THE TRANSFER SWITCH FEEDING MAIN
 DISTRIBUTION PANEL HDPA. THE TRANSFER SWITCH IS
 DETAILED AS BEING OUTSIDE AND SERVICE HEVA IS ON THE
 INSIDE OF THE BUILDING. THIS DOES NOT COMPLY WITH NEC
 230.72 FOR GROUPING OF SERVICES.
  ONE LINE DIAGRAM DETAILS SYSTEM BONDING JUMPER FROM
 GROUNDED CONDUCTOR IN MAIN DISTRIBUTION PANEL HDPA,
 HOWEVER, THE BONDING OF THE GROUNDING CONDUCTOR SHOULD
 BE DETAILED AT THE TRANSFER SERVICE DISCONNECTING
 SWITCH IN ACCORDANCE WITH NEC 250.30 (A)(1)
  IT APPEARS THIS ELECTRICAL SERVICE SYSTEM WILL NEED TO
 RECONFIGURE TO COMPLY WITH THE NEC REQUIREMENTS
 OUTLINED ABOVE.
  
 2) PLEASE PROVIDE AN AVAILABLE FAULT CURRENT
 CALCULATION IS REQUIRED IN ACCORDANCE WITH NEC 110.10.
 IN ADDITION, PLEASE PROVIDE A NOTE STATING COMPLIANCE
 WITH FIELD MARKING AS REQUIRED IN ACCORDANCE WITH NEC
 110.16(B)
  
 3) PLEASE PROVIDE A NOTE STATING COMPLIANCE WITH
 UNDERGROUND WIRING LOCATED IN CLASS 1 HAZARDOUS
 LOCATION AREAS, IN ACCORDANCE WITH NEC 511.8 EXCEPTION
 FOR CONDUIT TYPES AND COVERAGE REQUIREMENTS OF 2 FEET
  
 4) PLEASE PROVIDE A NOTE STATING, GENERATORS, SITE
 LIGHTING, FIRE ALARM, DATA, VOICE AND ALL OTHER TYPES
 OF LOW VOLTAGE WIRING REQUIRE SEPARATE PERMITS.
  
 5) PLEASE DETAIL CAR CHARGING STATIONS AND PARKING
 COMPLY WITH FBC ACCESSIBILITY. NOTE: THE BUILDING
 OFFICIAL HAS DETERMINED THAT ACCESSIBLE CHARGING
 STATIONS ARE TO BE PROVIDED BASED ON THE NUMBER OF
 CHARGING STATIONS PROVIDED AT EACH LOCATION USING FBC
 ACCESSIBILITY TABLE 208.2. IF THERE ARE BETWEEN 1 - 25
 PARKING SPACES PROVIDED WITH CHARGING STATIONS, THEN 1
 SUCH SPACE MUST BE ACCESSIBLE. ADVISORY 208.2 MINIMUM
 NUMBER. THE TERM "PARKING FACILITY" IS USED IN SECTION
 208.2 INSTEAD OF THE TERM "PARKING LOT" SO THAT IT IS
 CLEAR THAT BOTH PARKING LOTS AND PARKING STRUCTURES ARE
 REQUIRED TO COMPLY WITH THIS SECTION. THE NUMBER OF
 PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE
 CALCULATED SEPARATELY FOR EACH PARKING FACILITY; THE
 REQUIRED NUMBER IS NOT TO BE BASED ON THE TOTAL NUMBER
 OF PARKING SPACES PROVIDED IN ALL OF THE PARKING
 FACILITIES PROVIDED ON THE SITE.
  
 6) PLEASE DETAIL COMPLIANCE WITH NEC 625.43, ELECTRIC
 VEHICLE CHARGING SYSTEM DISCONNECTING MEANS IS READILY
 ACCESSIBLE AND LOCKABLE IN ACCORDANCE WITH NEC 110.25
  
 7) PLEASE DETAIL BY NOTE, COMPLIANCE WITH NEC 702.7(C)
 FOR WARNING SIGN PLACEMENT, FOR PORTABLE GENERATOR
 POWER INLET, DETAILING TYPE OF DERIVED SYSTEM THE
 SYSTEM IS CAPABLE OF BASED ON THE WIRING OF THE
 TRANSFER EQUIPMENT.
  
 8) PLEASE INDICATE WHO WILL BE INSTALLING VEHICLE
 CHARGERS, I.E., WILL IT BE A DIFFERENT ELECTRICAL
 CONTRACTOR. THIS INFORMATION IS REQUIRED TO DETERMINE
 WHETHER A SEPARATE PERMIT WILL BE REQUIRED FOR THERE
 INSTALLATION.
  
 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 ENG ENGINEERING CSD
Rev No 1 Status P Date 2023-04-25 Cont ID  
Sent By lquinone Date 2023-04-25 Time 15:55 Rev Time 0.00
Received By lquinone Date 2023-04-25 Time 15:54 Sent To  
Notes
2023-04-25 15:56:37PASSED WITH PROVISO:
  
 PROJECT WAS RECEIVED FOR FORMAL ENGINEERING REVIEW.
  
 THANKS,
 LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT (561) 494-1085
 [email protected]
 FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2023-06-28 Cont ID  
Sent By pleduc Date 2023-06-12 Time   Rev Time 0.00
Received By pleduc Date 2023-06-08 Time 15:16 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2023-04-27 Cont ID  
Sent By pleduc Date 2023-04-27 Time   Rev Time 0.00
Received By pleduc Date 2023-04-20 Time 14:41 Sent To  
Notes
2023-04-27 11:08:00THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A102- THERE IS AN INDICATION OF A FIRE RATED
 WALL ALONG THE SERVICE SHOP WALL THAT SEPARATES THE
 PARTS AREA; HOWEVER, THERE IS NO FIRE RATED WALL ALONG
 THE SERVICE WALL BY THE LOCKER ROOMS & TECH BREAKROOMS.
  
 THERE IS ALSO AN UNPROTECTED 4'8" OPENING ALONG THAT
 WALL.
  
 PER NFPA 101 CH 6, THERE IS REQUIRED SEPARATION OF
 OCCUPANCY AND SEPARATION OF HAZARD.
  
 ONE MAY ATTEMPT TO CALL THAT AREA ACCESSORY TO THE
 SERVICE SHOP BUT THE SERVICE SHOP IS OF HIGHER HAZARD
 AND RATED SEPARATION IS REQUIRED AS INDICATED FROM THE
 PARTS SECTION.
  
 THAT OPENING IS REQUIRED TO BE PROTECTED ACCORDING TO
 THE RATING.
  
 PER NFPA 101, CH 6:
  
 6.2 HAZARD OF CONTENTS
 6.2.1 GENERAL.
 6.2.1.1 FOR THE PURPOSE OF THIS CODE, THE HAZARD OF
 CONTENTS SHALL BE
 THE RELATIVE DANGER OF THE START AND SPREAD OF FIRE,
 THE DANGER OF SMOKE
 OR GASES GENERATED, AND THE DANGER OF EXPLOSION OR
 OTHER OCCURRENCE
 POTENTIALLY ENDANGERING THE LIVES AND SAFETY OF THE
 OCCUPANTS OF THE
 BUILDING OR STRUCTURE.
  
 6.2.1.3* FOR THE PURPOSE OF THIS CODE, WHERE DIFFERENT
 DEGREES OF HAZARD
 OF CONTENTS EXIST IN DIFFERENT PARTS OF A BUILDING OR
 STRUCTURE, THE MOST
 HAZARDOUS SHALL GOVERN THE CLASSIFICATION, UNLESS
 HAZARDOUS AREAS ARE
 SEPARATED OR PROTECTED AS SPECIFIED IN SECTION 8.7 AND
 THE APPLICABLE
 SECTIONS OF CHAPTERS 11 THROUGH 43.
  
 6.2.2 CLASSIFICATION OF HAZARD OF CONTENTS.
 6.2.2.1* GENERAL. THE HAZARD OF CONTENTS OF ANY
 BUILDING OR STRUCTURE
 SHALL BE CLASSIFIED AS LOW, ORDINARY, OR HIGH IN
 ACCORDANCE WITH 6.2.2.2,
 6.2.2.3, AND 6.2.2.4
  
 PLEASE REVIEW AND PROVIDE SPECIFIC DETAILS AND CODE
 REFERENCES OF PROVIDE THE REQUIRED FIRE RATING ALONG
 THE REMAINDER OF THE WALL.
  
  
  
 2) SHEET E201 - THERE IS AN INDICATION OF AN EXIT SIGN
 WITHIN THE CORRIDOR OVER DOOR # 107 LEADING INTO THE
 SERVICE ADVISORS AREA.
  
 THAT DOOR SWINGS AGAINST THE PATH OF TRAVEL.
  
 ALL OTHER EXIT DOORS SWING IN THE PATH OF TRAVEL.
  
 PER NFPA 101, CH 77.2.1.4.2* DOOR LEAF SWING DIRECTION.
 DOOR LEAVES REQUIRED TO BE OF
 THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING IN
 THE DIRECTION
 OF EGRESS TRAVEL UNDER ANY OF THE FOLLOWING CONDITIONS:
 (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD
 OF 50 OR MORE,
 EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS:
 (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE
 REQUIRED TO SWING
 IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED BY
 7.2.4.3.8.1
 OR 7.2.4.3.8.2.
 (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED
 TO SWING
 IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING HEALTH
 CARE OCCUPAN CIES, AS PROVIDED IN CHAPTER 19.
 (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT
 ENCLOSURE, UNLESS THE
 DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT
 OPENS DIRECTLY
 INTO AN EXIT ENCLOSURE
 (3) WHERE THE DOOR OPENING SERVES A HIGH-HAZARD
 CONTENTS AREA
  
 PLEASE REVIEW AND PROVIDE SPECIFIC DETAILS AND CODE
 REFERENCES OR CORRECT THE SWING DIRECTION.
  
  
 3) SHEET FS201 - THERE APPEARS TO BE AB INDICATION OF A
 SINGLE CLASS 1 2 1/2' HOSE CONNECTION IN THE CENTER OF
 THE PARKING GARAGE.
  
 PER NFPA 1
  
 13.2 STANDPIPE SYSTEMS.
 13.2.1 GENERAL. THE DESIGN AND INSTALLATION OF
 STANDPIPE SYS TEMS SHALL BE IN ACCORDANCE WITH SECTION
 13.2 AND NFPA 14,
 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE
 SYSTEMS.
 13.2.2 WHERE REQUIRED.
 13.2.2.1 WHERE REQUIRED BY THIS CODE OR THE REFERENCED
 CODES
 AND STANDARDS LISTED IN CHAPTER 2, STANDPIPE SYSTEMS
 SHALL BE
 INSTALLED IN ACCORDANCE WITH 13.2.1.
 13.2.2.2 NEW BUILDINGS SHALL BE EQUIPPED WITH A CLASS I
 STAND PIPE SYSTEM INSTALLED IN ACCORDANCE WITH THE
 PROVISIONS OF SEC TION 13.2 WHERE ANY OF THE FOLLOWING
 CONDITIONS EXIST:
 (1) MORE THAN THREE STORIES ABOVE GRADE WHERE THE
 BUILDING IS
 PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM
 (2) MORE THAN TWO STORIES ABOVE GRADE WHERE THE
 BUILDING IS
 NOT PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM
 (3) MORE THAN 50 FT (15 M) ABOVE GRADE AND CONTAINING
 INTER MEDIATE STORIES OR BALCONIES
 (4) MORE THAN ONE STORY BELOW GRADE
 (5) MORE THAN 20 FT (6.1 M) BELOW GRADE
  
 PER NFPA 14
  
 7.3 LOCATIONS OF HOSE CONNECTIONS.
 7.3.1* GENERAL.
 7.3.1.1 HOSE CONNECTIONS AND HOSE STATIONS SHALL BE
 UNOB STRUCTED AND SHALL BE LOCATED NOT LESS THAN 3 FT
 (0.9 M) OR MORE
 THAN 5 FT (1.5 M) ABOVE THE FLOOR.
 7.3.1.1.1 THIS DIMENSION SHALL BE MEASURED FROM THE
 FLOOR TO
 THE CENTER OF THE HOSE VALVE.
  
 7.3.2* CLASS I SYSTEMS. CLASS I SYSTEMS SHALL BE
 PROVIDED WITH
 21???2 IN. (65 MM) HOSE CONNECTIONS IN THE FOLLOWING
 LOCATIONS:
 (1) AT THE MAIN FLOOR LANDING IN EXIT STAIRWAYS
 (2) ON EACH SIDE OF THE WALL ADJACENT TO THE EXIT
 OPENINGS OF
 HORIZONTAL EXITS
 (3) IN OTHER THAN COVERED MALL BUILDINGS, IN EACH EXIT
 PAS SAGEWAY AT THE ENTRANCE FROM THE BUILDING AREAS
 INTO THE
 PASSAGEWAY
 (4) IN COVERED MALL BUILDINGS, AT THE ENTRANCE TO EACH
 EXIT
 PASSAGEWAY OR EXIT CORRIDOR, AND AT THE INTERIOR SIDE
 OF
 PUBLIC ENTRANCES FROM THE EXTERIOR TO THE MALL
 (5)*AT THE HIGHEST LANDING OF STAIRWAYS WITH STAIRWAY
 ACCESS TO A
 ROOF, OR ON ROOFS WITH A SLOPE OF LESS THAN 4 IN 12
 WHERE
 STAIRWAYS DO NOT ACCESS THE ROOF
  
 7.3.2.3* HOSE CONNECTIONS ON ONE SIDE OF A HORIZONTAL
 EXIT
 SHALL NOT BE REQUIRED WHERE ANOTHER OUTLET ON THAT SIDE
 OF THE
 HORIZONTAL EXIT CAN REACH THE PORTIONS OF THE BUILDING
 ON THE
 OTHER SIDE OF THE HORIZONTAL EXIT WITHIN THE DISTANCES
 REQUIRED
 BY 7.3.2.3.1 THAT WOULD HAVE BEEN PROTECTED BY THE
 OUTLET THAT
 WAS OMITTED.
 7.3.2.3.1 THIS TRAVEL DISTANCE SHALL BE 200 FT (61 M)
 FOR
 SPRINKLERED BUILDINGS AND 130 FT (39.7 M) FOR NONSPRIN
 KLERED BUILDINGS
  
 PLEASE REVIEW AND PROVIDE HOSE CONNECTION WITHIN THE
 STAIRWELLS.
  
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-07-11 Cont ID  
Sent By aoliver Date 2023-07-11 Time 14:58 Rev Time 0.00
Received By aoliver Date 2023-06-07 Time 08:56 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-05-17 Cont ID  
Sent By lmarchan Date 2023-05-17 Time 16:39 Rev Time 0.00
Received By lmarchan Date 2023-04-19 Time 10:42 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2023-04-28 Cont ID  
Sent By rmcphers Date 2023-04-28 Time 10:20 Rev Time 0.00
Received By rmcphers Date 2023-04-28 Time 10:20 Sent To  
Notes
2023-04-28 10:22:15PLANS 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 F Date 2023-07-06 Cont ID  
Sent By hmoser Date 2023-07-06 Time 10:03 Rev Time 0.00
Received By hmoser Date 2023-07-03 Time 09:29 Sent To  
Notes
2023-07-06 10:03:47PLAN DENIED
 1) PROVIDE A COMPLETE ENERGY CALCULATION FOR THE
 PROJECT.
 ONLY SHEETS 1 AND 2 OF 14 WERE SIBMITTED FEC 2020
 C403.2.1
 2) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATION
 FOR THIS PROJECT FEC 2020 C 403.2.1
 3) PLEASE SHOW ON THE PLAN THE LOCATION OF THE
 CARBON MONOXIDE AND NITROGEN DIOXIDE DETECTORS.
 SECTION 107 FBC.
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2023-04-28 Cont ID  
Sent By medwards Date 2023-04-28 Time 08:51 Rev Time 0.00
Received By medwards Date 2023-04-28 Time 08:51 Sent To  
Notes
2023-04-28 08:51:251ST REVIEW FMC
 PERMIT: 23040294
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE THE COMPLETE ENERGY CALCULATIONS FOR THIS
 PROJECT. ONLY SHEETS 1 AND 2 OF 14 WERE SUBMITTED FEC
 C403.2.1
  
 2) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATIONS
 FOR THIS PROJECT. FEC C403.2.1
  
 3) SHEET M201 B: PROVIDE THE SEPARATE DESIGN AND SIZE
 OF THE SOURCE CAPTURE SYSTEM FOR THE USE IN THIS
 BUILDING. THERE APPEARS TO BE 44 LIFTS IN THIS SPACE
 BUT ONLY 12 HOSE REELS FOR THE SOURCE CAPTURE SYSTEM.
 FMC 502.14
  
 4) SHEET M202: PROVIDE GUARDS FOR ALL EQUIPMENT ON THE
 ROOF WITHIN 10 OF THE ROOFS EDGE. FMC 304.11
  
 5) SHEET M202: PROVIDE VEHICULAR PROTECTION FOR THE
 MECHANICAL SYSTEMS INSTALLED ON THE TOP FLOOR OF THE
 PARKING GARAGE. FMC 303.4
  
 6) SHEET M201 B: REMOVE ADD ALTERNATE NOTE FROM
 DRAWING. PROVIDE THE DESIGN WITHOUT ALTERNATES. FBC
 107.3.5
  
 7) PROVIDE THE VENTILATION CALCULATIONS FOR THIS ENTIRE
 BUILDING. FMC 403.3.1.1
  
 8) SHOW HOW THE MECHANICAL EXHAUST DESIGN FOR THIS
 REPAIR GARAGE MEETS THE REQUIREMENTS OF TABLE
 403.3.1.1. THE VENTILATION SYSTEM SHALL BE DESIGNED TO
 SUPPLY THE REQUIRED RATE OF VENTILATION AIR
 CONTINUOUSLY DURING THE PERIOD THE BUILDING IS
 OCCUPIED, EXCEPT AS OTHERWISE STATED IN OTHER
 PROVISIONS OF THE CODE. FMC 403.3.1.1
  
 9) SHEET M201 B: PROVIDE THE EXHAUST DUCT DETAILS FOR
 THE DRYER IN THE COMP/OIL ROOM. FMC 504
  
 10) SHEET M601 INDICATES THAT EF-3 HAS A TOTAL EXHAUST
 OF 1300 CFMS FOR THE BATHROOMS. SHEET M201 A SHOWS A
 TOTAL CFMS OF ONLY 700. THERE IS A DIFFERENCE OF 600
 CFMS. PLEASE SHOW HOW THIS DESIGN MEETS THE PRESSURE
 EQUALIZATION REQUIREMENT OF FMC 501.4
  
  
 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 F Date 2023-06-21 Cont ID  
Sent By ccole Date 2023-06-21 Time 17:27 Rev Time 0.00
Received By ccole Date 2023-06-21 Time 15:36 Sent To  
Notes
2023-06-21 17:30:302ND REVIEW FBC-2020 PLUMBING
 PERMIT- 23040294
 6/21/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY 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..
 PLEASE NOTE THE REQUESTED RESPONSE TO COMMENTS
 NARRATIVE WAS NOT PROVIDED.
 PLEASE NOTE CONCERNING THE CAR WASH COMMENTS 13-17 THE
 PLANS, DETAILS, SPECIFICATIONS MAY BE DEFERRED
 SUBMITTALS OR SUBMITTED OR UNDER A SEPARATE PERMIT.
 PLEASE ADDRESS THIS ISSUE IN THE NARRATIVE RESPONSE TO
 THE COMMENTS.
  
 1) FAILED. SEPARATE PERMITS ARE REQUIRED FOR THE
 POTABLE WATER BACKFLOW PREVENTER AND THE SAND/OIL
 INTERCEPTOR. AT A MINIMUM, THE PERMIT APPLICATIONS FOR
 EACH SHALL BE SUBMITTED PRIOR TO MAIN PLUMBING PLAN
 APPROVAL. IF CONTRACTORS ARE NOT CURRENTLY SELECTED FOR
 EACH INSTALLATION, PERMIT APPLICATIONS CAN BE SUBMITTED
 TBD (TO BE DETERMINED). EACH COMPLETED APPLICATION
 SHALL BE EMAILED TO [email protected] . YOU WILL
 THEN RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS.
 YOU MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT
 THE APPLICATIONS ARE REQUIRED AT THIS TIME. WE
 RECOMMEND THAT YOU PAY FEES AND UPLOAD PLANS AT THE
 SAME TIME. AFTER YOU HAVE THE PERMIT(S) GENERATED,
 NOTIFY ME VIA EMAIL AND I WILL CHANGE THE REVIEW STATUS
 TO PASS.
  
 9) FAILED. P701: SHOW THE HOT WATER RECIRCULATION LINE
 WILL ALSO MAKE CONNECTION TO THE COLD WATER INLET PIPE
 OR THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC
 MIXING VALVE- SEC. 607.2.2 FBC P. PLEASE INCLUDE THE
 TMV IN THE EQUIPMENT SCHEDULE ON P001.
  
 PLEASE NOTE THE TMV IS NOT SHOWN IN THE REVISED DETAIL.
  
 10) FAILED. P701: CONCERNING THE SAND/OIL INTERCEPTOR
 UNDER SEPARATE PERMIT PLEASE SUBMIT MANUFACTURER???S
 SPECIFICATIONS INDICATING THE UNIT IS LISTED OR
 LABELED. IF NOT LISTED AND LABELED THE UNIT IN THE
 DETAIL SHALL HAVE AN 18-INCH WATER SEAL AT THE OUTLET
 OPENING AND SHALL HAVE A CAPACITY OF NOT LESS THAN 6
 CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE
 DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100
 SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR-
 SEC. 1003.4.2- 1003.4.2.2 FBC P.
  
 NOT PROVIDED.
  
 A) FAILED. SUBMIT SPECS FOR THE UNIT AND THE TRAFFIC
 LIDS- SEC. 1003.4.2.
  
 NOT PROVIDED.
  
 B) FAILED. SHOW VENTING FOR THE UNIT- SEC. 1003.9.
  
 NOT PROVIDED.
 P.
  
 13) FAILED. P401 CAR WASH: PLEASE PROVIDE A SCHEDULE
 THAT CORRELATES WITH THE CIRCLED NUMBERS SHOWN ON THE
 PLAN- SEC. 107.2.1 WPB.
  
 NOT PROVIDED.
  
 14) FAILED. P401: PLEASE SUBMIT MANUFACTURER???S
 SPECIFICATIONS FOR THE HOLDING TANKS, AND ACCESS LIDS-
 SECS. 1301.9.2, 1301.9.6 FBC P. PLEASE NOTE THE ACCESS
 LIDS SHALL APPROVED LOCKING DEVICES OR OTHER APPROVED
 METHOD OF SECURING ACCESS. A) REFER TO SEC. 1301.9.9
 AND PROVIDE MARKING AND SIGNAGE DETAILS FOR THE TANKS.
  
 NOT PROVIDED.
  
 15) FAILED. P401: PROVIDE PIPING SPECIFICATIONS FOR THE
 RECLAIM/REUSE SYSTEM- SEC. 1301.6 FBC P.
  
 NOT PROVIDED.
  
 16) FAILED. P401: TO HELP EXPEDITE THE REVIEW PLEASE
 PROVIDE AN ISOMETRIC DRAWING OR PIPING SCHEMATIC FOR
 THE WATER RECLAIM/REUSE SYSTEM- SEC. 1301.4 FBC P.
  
 NOT PROVIDED.
  
 17) FAILED. P401: PROVIDE TANK VENTING DETAILS- SEC.
 1301.9.7 FBC P.
  
 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
 561-805-6719
 [email protected]
  

Review Stop P PLUMBING
Rev No 2 Status F Date 2023-05-22 Cont ID  
Sent By ccole Date 2023-05-22 Time 16:14 Rev Time 0.00
Received By ccole Date 2023-05-22 Time 16:14 Sent To  
Notes
2023-05-22 16:16:231ST REVIEW FBC-2020 PLUMBING
 PERMIT- 23040294
 5/16/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. THESE 1ST REVIEW COMMENTS
 WERE INSERTED UNDER THE 2ND REVIEW DUE TO A LOCKUP IN
 THE SOFTWARE.
  
 1) SEPARATE PERMITS ARE REQUIRED FOR THE POTABLE WATER
 BACKFLOW PREVENTER AND THE SAND/OIL INTERCEPTOR. AT A
 MINIMUM, THE PERMIT APPLICATIONS FOR EACH SHALL BE
 SUBMITTED PRIOR TO MAIN PLUMBING PLAN APPROVAL. IF
 CONTRACTORS ARE NOT CURRENTLY SELECTED FOR EACH
 INSTALLATION, PERMIT APPLICATIONS CAN BE SUBMITTED TBD
 (TO BE DETERMINED). EACH COMPLETED APPLICATION SHALL BE
 EMAILED TO [email protected] . YOU WILL THEN
 RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU
 MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE
 APPLICATIONS ARE REQUIRED AT THIS TIME. WE RECOMMEND
 THAT YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME.
 AFTER YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA
 EMAIL AND I WILL CHANGE THE REVIEW STATUS TO PASS.
  
 2) SHEETS P001 & P201B: THE SK-3 SINKS IN THE SERVICE
 FLOOR AREA ARE LISTED AS ADA COMPLIANT IN THE SCHEDULE.
 PLEASE PROVIDE ACCESSIBILITY DETAILS FOR THE SINKS
 INCLUDING CLEAR FLOOR SPACES, SINK HEIGHTS, AND KNEE
 AND TOE CLEARANCES- SEC. 606.2 FBC ACC.
  
 3) P201B, P501: THE SK-3 SINKS ON THE NORTH SIDE OF THE
 SERVICE FLOOR AREA ARE DRAINING INTO THE SANITARY
 HOWEVER THE SK-3 SINK FLOOR DRAINS ON THE SOUTH SIDE
 ARE DRAINING INTO THE SAND/OIL INTERCEPTOR. REFER TO
 SEC. 1003.4 FBC P AND CLARIFY THE PURPOSES OF THE SINKS
 AND THE CONTENT OF DRAINAGE FROM EACH.
  
 4) P201A: PLEASE PROVIDE AN ENLARGED PLUMBING DETAIL
 FOR THE ELEVATOR SUMP PUMP AND PIT IN ACCORDANCE WITH
 SEC. 712.1- 712.3.5 FBC P. PLEASE SEE SEC. 3002.9 FBC B
 AND SHOW THE PUMP DISCHARGE PIPE WILL INDIRECTLY
 CONNECTED TO THE SANITARY DRAINAGE SYSTEM.
  
 5) P301B, P401: PLEASE SHOW THE LOCATION OF THE MAIN
 WATER SHUTOFF VALVE FOR THE CARWASH- SEC. 606.1 FBC P.
  
 6) P001 & P401: PROVIDE AN EQUIPMENT SCHEDULE FOR THE
 RPZ BACKFLOW PREVENTER AT THE CAR WASH SUPPLY LINE-
 TABLE 608.1 FBC P.
  
 7) P501: THE VENT SYSTEM FOR THE MAIN RESTROOMS APPEARS
 TO BE A CLOSED LOOP WITH NO MEANS OF PROVIDING AIR FOR
 CIRCULATION. PLEASE PROVIDE A VENT FOR THE SYSTEM THAT
 EXTENDS TO OPEN AIR OR AN AAV- SEC. 905.1 FBC P.
  
 8) P502: SHOW THE MEANS OF PROVIDING TEMPERED WATER
 DELIVERY FROM THE PUBLIC LAVATORIES- SEC. 419.5 FBC P.
 PLEASE NOTE TEMPERED WATER MIXING VALVES SHALL CONFORM
 TO ASSE 1070- SEC. 607.1.2 FBC P.
  
 9) P701: SHOW THE HOT WATER RECIRCULATION LINE WILL
 ALSO MAKE CONNECTION TO THE COLD WATER INLET PIPE OR
 THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC
 MIXING VALVE- SEC. 607.2.2 FBC P. PLEASE INCLUDE THE
 TMV IN THE EQUIPMENT SCHEDULE ON P001.
  
 10) P701: CONCERNING THE SAND/OIL INTERCEPTOR UNDER
 SEPARATE PERMIT PLEASE SUBMIT MANUFACTURER???S
 SPECIFICATIONS INDICATING THE UNIT IS LISTED OR
 LABELED. IF NOT LISTED AND LABELED THE UNIT IN THE
 DETAIL SHALL HAVE AN 18-INCH WATER SEAL AT THE OUTLET
 OPENING AND SHALL HAVE A CAPACITY OF NOT LESS THAN 6
 CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE
 DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100
 SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR-
 SEC. 1003.4.2- 1003.4.2.2 FBC P.
  
 A) SUBMIT SPECS FOR THE UNIT AND THE TRAFFIC LIDS- SEC.
 1003.4.2.
  
 B) SHOW VENTING FOR THE UNIT- SEC. 1003.9.
  
 11) A105 & P203: PROVIDE ROOF DRAINAGE CALCULATIONS FOR
 THE SERVICE DRIVE SECTION OF THE BUILDING AND SCUPPER
 AND OVERFLOW SIZES AND INSTALLATION DETAILS- SEC.
 1106.1 FBC P.
  
 12) A106 & P401: PROVIDE ROOF DRAINAGE CALCULATIONS FOR
 THE CAR WASH BUILDING AND GUTTER AND DOWNSPOUT SIZES-
 SECS, 1106.1, 1106.3 & 1106.6 FBC P.
  
 13) P401 CAR WASH: PLEASE PROVIDE A SCHEDULE THAT
 CORRELATES WITH THE CIRCLED NUMBERS SHOWN ON THE PLAN-
 SEC. 107.2.1 WPB.
  
 14) P401: PLEASE SUBMIT MANUFACTURER???S SPECIFICATIONS
 FOR THE HOLDING TANKS, AND ACCESS LIDS- SECS. 1301.9.2,
 1301.9.6 FBC P. PLEASE NOTE THE ACCESS LIDS SHALL
 APPROVED LOCKING DEVICES OR OTHER APPROVED METHOD OF
 SECURING ACCESS. A) REFER TO SEC. 1301.9.9 AND PROVIDE
 MARKING AND SIGNAGE DETAILS FOR THE TANKS.
  
 15) P401: PROVIDE PIPING SPECIFICATIONS FOR THE
 RECLAIM/REUSE SYSTEM- SEC. 1301.6 FBC P.
  
 16) P401: TO HELP EXPEDITE THE REVIEW PLEASE PROVIDE AN
 ISOMETRIC DRAWING OR PIPING SCHEMATIC FOR THE WATER
 RECLAIM/REUSE SYSTEM- SEC. 1301.4 FBC P.
  
 17) P401: PROVIDE TANK VENTING DETAILS- SEC. 1301.9.7
 FBC P.
  
 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 2023-05-16 Cont ID  
Sent By ccole Date 2023-05-16 Time 17:31 Rev Time 0.00
Received By ccole Date 2023-05-15 Time 15:11 Sent To  
Notes
2023-06-20 16:19:041ST REVIEW FBC-2020 PLUMBING
 PERMIT- 23040294
 5/16/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. THESE 1ST REVIEW COMMENTS
 WERE ALSO INSERTED UNDER THE 2ND REVIEW DUE TO A LOCKUP
 IN THE SOFTWARE.
  
 1) SEPARATE PERMITS ARE REQUIRED FOR THE POTABLE WATER
 BACKFLOW PREVENTER AND THE SAND/OIL INTERCEPTOR. AT A
 MINIMUM, THE PERMIT APPLICATIONS FOR EACH SHALL BE
 SUBMITTED PRIOR TO MAIN PLUMBING PLAN APPROVAL. IF
 CONTRACTORS ARE NOT CURRENTLY SELECTED FOR EACH
 INSTALLATION, PERMIT APPLICATIONS CAN BE SUBMITTED TBD
 (TO BE DETERMINED). EACH COMPLETED APPLICATION SHALL BE
 EMAILED TO [email protected] . YOU WILL THEN
 RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU
 MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE
 APPLICATIONS ARE REQUIRED AT THIS TIME. WE RECOMMEND
 THAT YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME.
 AFTER YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA
 EMAIL AND I WILL CHANGE THE REVIEW STATUS TO PASS.
  
 2) SHEETS P001 & P201B: THE SK-3 SINKS IN THE SERVICE
 FLOOR AREA ARE LISTED AS ADA COMPLIANT IN THE SCHEDULE.
 PLEASE PROVIDE ACCESSIBILITY DETAILS FOR THE SINKS
 INCLUDING CLEAR FLOOR SPACES, SINK HEIGHTS, AND KNEE
 AND TOE CLEARANCES- SEC. 606.2 FBC ACC.
  
 3) P201B, P501: THE SK-3 SINKS ON THE NORTH SIDE OF THE
 SERVICE FLOOR AREA ARE DRAINING INTO THE SANITARY
 HOWEVER THE SK-3 SINK FLOOR DRAINS ON THE SOUTH SIDE
 ARE DRAINING INTO THE SAND/OIL INTERCEPTOR. REFER TO
 SEC. 1003.4 FBC P AND CLARIFY THE PURPOSES OF THE SINKS
 AND THE CONTENT OF DRAINAGE FROM EACH.
  
 4) P201A: PLEASE PROVIDE AN ENLARGED PLUMBING DETAIL
 FOR THE ELEVATOR SUMP PUMP AND PIT IN ACCORDANCE WITH
 SEC. 712.1- 712.3.5 FBC P. PLEASE SEE SEC. 3002.9 FBC B
 AND SHOW THE PUMP DISCHARGE PIPE WILL INDIRECTLY
 CONNECTED TO THE SANITARY DRAINAGE SYSTEM.
  
 5) P301B, P401: PLEASE SHOW THE LOCATION OF THE MAIN
 WATER SHUTOFF VALVE FOR THE CARWASH- SEC. 606.1 FBC P.
  
 6) P001 & P401: PROVIDE AN EQUIPMENT SCHEDULE FOR THE
 RPZ BACKFLOW PREVENTER AT THE CAR WASH SUPPLY LINE-
 TABLE 608.1 FBC P.
  
 7) P501: THE VENT SYSTEM FOR THE MAIN RESTROOMS APPEARS
 TO BE A CLOSED LOOP WITH NO MEANS OF PROVIDING AIR FOR
 CIRCULATION. PLEASE PROVIDE A VENT FOR THE SYSTEM THAT
 EXTENDS TO OPEN AIR OR AN AAV- SEC. 905.1 FBC P.
  
 8) P502: SHOW THE MEANS OF PROVIDING TEMPERED WATER
 DELIVERY FROM THE PUBLIC LAVATORIES- SEC. 419.5 FBC P.
 PLEASE NOTE TEMPERED WATER MIXING VALVES SHALL CONFORM
 TO ASSE 1070- SEC. 607.1.2 FBC P.
  
 9) P701: SHOW THE HOT WATER RECIRCULATION LINE WILL
 ALSO MAKE CONNECTION TO THE COLD WATER INLET PIPE OR
 THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC
 MIXING VALVE- SEC. 607.2.2 FBC P. PLEASE INCLUDE THE
 TMV IN THE EQUIPMENT SCHEDULE ON P001.
  
 10) P701: CONCERNING THE SAND/OIL INTERCEPTOR UNDER
 SEPARATE PERMIT PLEASE SUBMIT MANUFACTURER???S
 SPECIFICATIONS INDICATING THE UNIT IS LISTED OR
 LABELED. IF NOT LISTED AND LABELED THE UNIT IN THE
 DETAIL SHALL HAVE AN 18-INCH WATER SEAL AT THE OUTLET
 OPENING AND SHALL HAVE A CAPACITY OF NOT LESS THAN 6
 CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE
 DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100
 SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR-
 SEC. 1003.4.2- 1003.4.2.2 FBC P.
  
 A) SUBMIT SPECS FOR THE UNIT AND THE TRAFFIC LIDS- SEC.
 1003.4.2.
  
 B) SHOW VENTING FOR THE UNIT- SEC. 1003.9.
  
 11) A105 & P203: PROVIDE ROOF DRAINAGE CALCULATIONS FOR
 THE SERVICE DRIVE SECTION OF THE BUILDING AND SCUPPER
 AND OVERFLOW SIZES AND INSTALLATION DETAILS- SEC.
 1106.1 FBC P.
  
 12) A106 & P401: PROVIDE ROOF DRAINAGE CALCULATIONS FOR
 THE CAR WASH BUILDING AND GUTTER AND DOWNSPOUT SIZES-
 SECS, 1106.1, 1106.3 & 1106.6 FBC P.
  
 13) P401 CAR WASH: PLEASE PROVIDE A SCHEDULE THAT
 CORRELATES WITH THE CIRCLED NUMBERS SHOWN ON THE PLAN-
 SEC. 107.2.1 WPB.
  
 14) P401: PLEASE SUBMIT MANUFACTURER???S SPECIFICATIONS
 FOR THE HOLDING TANKS, AND ACCESS LIDS- SECS. 1301.9.2,
 1301.9.6 FBC P. PLEASE NOTE THE ACCESS LIDS SHALL
 APPROVED LOCKING DEVICES OR OTHER APPROVED METHOD OF
 SECURING ACCESS. A) REFER TO SEC. 1301.9.9 AND PROVIDE
 MARKING AND SIGNAGE DETAILS FOR THE TANKS.
  
 15) P401: PROVIDE PIPING SPECIFICATIONS FOR THE
 RECLAIM/REUSE SYSTEM- SEC. 1301.6 FBC P.
  
 16) P401: TO HELP EXPEDITE THE REVIEW PLEASE PROVIDE AN
 ISOMETRIC DRAWING OR PIPING SCHEMATIC FOR THE WATER
 RECLAIM/REUSE SYSTEM- SEC. 1301.4 FBC P.
  
 17) P401: PROVIDE TANK VENTING DETAILS- SEC. 1301.9.7
 FBC P.
  
 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
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Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2023-06-23 Cont ID  
Sent By rmcphers Date 2023-06-23 Time 12:32 Rev Time 0.00
Received By rmcphers Date 2023-06-23 Time 12:32 Sent To  
Notes
2023-06-23 12:32:43SEE BUILDING PLAN REVIEW

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2023-04-28 Cont ID  
Sent By rmcphers Date 2023-04-28 Time 10:22 Rev Time 0.00
Received By rmcphers Date 2023-04-28 Time 10:22 Sent To  
Notes
2023-04-28 10:22:41SEE BUILDING PLAN REVIEW

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2023-06-21 Cont ID  
Sent By mpeterso Date 2023-06-21 Time 16:25 Rev Time 0.00
Received By mpeterso Date 2023-06-21 Time 16:25 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2023-04-26 Cont ID  
Sent By shill Date 2023-04-26 Time 18:40 Rev Time 0.00
Received By shill Date 2023-04-26 Time 18:40 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2023-06-14 Cont ID  
Sent By vbroglia Date 2023-06-14 Time 09:50 Rev Time 0.00
Received By vbroglia Date 2023-06-14 Time 09:50 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status P Date 2023-05-16 Cont ID  
Sent By VBroglia Date 2023-05-16 Time 15:55 Rev Time 0.00
Received By vbroglia Date 2023-05-16 Time 15:55 Sent To  
Notes
***NONE***


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