Plan Review Details - Permit 23060804
Plan Review Stops For Permit 23060804
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2023-07-14 Cont ID  
Sent By cpuell Date 2023-07-14 Time 07:16 Rev Time 0.00
Received By cpuell Date 2023-07-14 Time 07:16 Sent To  
Notes
2023-07-14 07:23:37WORKED WITH KEMISSA COLIN ON THE 3 GROUND FLOOR
 ADDRESSES, THE UPSTAIRS APARTMENTS NEED TO BE
 ADDRESSED, PLEASE CONTACT [email protected] OR CALL
 561-805-6659 TO WORK ON THE ADDRESSING ISSUES.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 2023-07-13 Cont ID  
Sent By swelter Date 2023-07-13 Time 10:12 Rev Time 0.00
Received By swelter Date 2023-07-13 Time 10:17 Sent To  
Notes
2023-07-13 10:17:14ART ASSESSMENT APPLICATION AND EVIDENCE OF 1% ESCROW
 ARE DUE NOW.
 CONTACT SYBILLE WELTER AT [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-07-18 Cont ID  
Sent By rmcphers Date 2023-07-18 Time 16:41 Rev Time 0.00
Received By rmcphers Date 2023-07-17 Time 13:18 Sent To  
Notes
2023-07-18 16:41:18NEW 8 STORY R2
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) DRAWING A1-05B - DOORS OPENING INTO THE CORRIDOR -
 PLEASE SHOW THAT THE DOORS COMPLY WITH FBC 1005.7.1
 DOORS.
 DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED
 WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY
 POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE
 THAN ONE-HALF.
  
 2) PLEASE SHOW THE STAIR RISER HEIGHTS TO COMPLY WITH
 FBC 1011.5.2 RISER HEIGHT AND TREAD DEPTH.
 STAIR RISER HEIGHTS SHALL BE 7 INCHES (178 MM) MAXIMUM
 AND 4 INCHES (102 MM) MINIMUM. THE RISER HEIGHT SHALL
 BE MEASURED VERTICALLY BETWEEN THE NOSINGS OF ADJACENT
 TREADS.
  
 3) DRAWING S0-02 - WIND DESIGN DATA SHOWN SHOWS WIND
 SPEED AT 169MPH - SHOULD BE 170MPH PER FBC WPB SECTION
 120
  
 4) PLEASE SHOW THE ACCESSIBLE ROUTE FROM THE GROUND
 FLOOR GARAGE TO THE INTERIOR OF THE BUILDING (CORRIDOR,
 LOBBY, RETAIL - ETC.) FBC FHA REQUIREMENT 1 - (FBC A
 206.2.1)
  
 5) PLEASE SHOW THE UNIT BATHROOM WALLS ON THE FLOOR
 PLANS THAT ARE TO HAVE GRAB BAR BACKING - FBC WPB
 REQUIREMENT 6
  
 6) 8TH FLOOR CLUB ROOM - PLEASE SHOW THE ACCESSIBLE
 SEATING, BAR COUNTER HEIGHT, KNEE AND TOE CLEARANCE -
 FBC WPB REQUIREMENT 2
  
 7) GROUND FLOOR RESTAURANT - PLEASE SHOW THE ACCESSIBLE
 SEATING (INCLUDING THE BAR AREA - COUNTER HEIGHT, KNEE
 AND TOE CLEARANCE ETC.) FBC A 226
  
 8) JOB COST PER ICC VALUATION TABLE ADDS UP TO A JOB
 COST OF $52,504,636.00 - PLEASE REVISE THE BUILDING
 PERMIT APPLICATION OR PROVIDE A COST BREAK DOWN TO
 SUPPORT THE JOB COST SHOWN ON THE PROVIDED BUILDING
 PERMIT APPLICATION.
  
 9) THRESHOLD BUILDING INSPECTION FORMS - PLEASE READ
 AND FILL OUT THE REQUIRED DOCUMENTS AND PROVIDE COPIES
 OF THE LICENSES PER THE "GUIDELINES AND POLICIES FOR
 PROJECTS CONCERNING THRESHOLD/SPECIAL INSPECTORS AND
 RESIDENT INSPECTORS". YOU CAN E MAIL ME AND ASK FOR A
 COPY.
  
 10) FOR THE UNIT FLOORING ASSEMBLIES - THE FOLLOWING
 ACUSTICAL TEST REPORTS ARE REQUIRED: ( FLOORING TEST
 REPORTS CAN BE ADDED TO THE DEFERRED SUBMITTALS LIST)
  
 MANUFACTURER SPEC SHEETS ARE NOT ACCEPTABLE DUE TO
 DISCREPANCIES BETWEEN SPEC SHEETS/BROCHURES AND TEST
 REPORTS FOR SOME MANUFACTURERS (NOT NECESSARILY THE
 MANUFACTURER SELECTED; THIS IS A GENERAL COMMENT)
  
 A. FBC 1207.2, FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR AIR
 BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E 90..
 PROVIDE A COPY OF THE TEST REPORT. (A DROP CEILING
 SHOULD NOT BE INCLUDED IN THE FLOOR/CEILING ASSEMBLY
 DESCRIPTION UNLESS THE UNIT MATCHES THE TESTED DROP
 CEILING DESCRIPTION)
  
 B. FBC 1207.3, FLOOR/CEILING ASSEMBLIES BETWEEN
 DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC
 OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN
 IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN
 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH
 ASTM E 492. PROVIDE A COPY OF THE TEST REPORT. (A DROP
 CEILING SHOULD NOT BE INCLUDED IN THE FLOOR/CEILING
 ASSEMBLY DESCRIPTION UNLESS THE UNIT MATCHES THE TESTED
 DROP CEILING DESCRIPTION)
  
 C. FBC 603.1, ALLOWABLE MATERIALS IN NON COMBUSTIBLE
 BUILDINGS, SEE ITEM 2, EXCEPTION 2, ACOUSTICAL
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. SEE
 803.1.1, PROVIDE TEST DATA IN ACCORDANCE WITH ASTM E 84
 OR UL 723. (DO NOT NEED THIS REPORT IF THE PADDING IS
 ATTACHED TO THE FLOORING)
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2023-07-17 Cont ID  
Sent By rperdomo Date 2023-07-17 Time 13:37 Rev Time 0.00
Received By rperdomo Date 2023-07-12 Time 16:29 Sent To  
Notes
2023-07-17 13:42:04FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW
  
 1. PROVIDE FAULT CURRENT CALCULATION PER NEC 110.9 AND
 110.10, AND LABELED PER 110.24
  
 END OF COMMENTS
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 RUBEN P. PERDOMO, P.E.
 ELECTRICAL PLANS EXAMINER/ INSPECTOR
 561-805-6738
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2023-07-05 Cont ID  
Sent By cseifer Date 2023-07-05 Time 13:56 Rev Time 0.00
Received By cseifer Date 2023-07-05 Time 13:55 Sent To  
Notes
2023-07-05 13:56:35PROJECT NEEDS TO BE SUBMITTED FOR FORMAL ENGINEERING
 REVIEW.
  
 THANKS,
 CHLOE SEIFER, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT (561) 494-1098, [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 1 Status F Date 2023-07-17 Cont ID  
Sent By pleduc Date 2023-07-17 Time   Rev Time 0.00
Received By pleduc Date 2023-07-11 Time 14:52 Sent To  
Notes
2023-07-17 12:20:50THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) LIFE SAFETY & ELECTRICAL SHEETS - THERE APPEARS TO
 BE DISCREPANCIES OF EXIT SIGNS MARKING THE TRAVEL PATHS
 LEADING TO AN EXIT.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS
  
 7.10.1 GENERAL.
 7.10.1.1 WHERE REQUIRED. MEANS OF EGRESS SHALL BE
 MARKED IN ACCORDANCE
 WITH SECTION 7.10 WHERE REQUIRED IN CHAPTERS 11 THROUGH
 43.
 7.10.1.2 EXITS.
 7.10.1.2.1* EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS
 THAT OBVIOUSLY
 AND CLEARLY ARE IDENTIFIABLE AS EXITS, SHALL BE MARKED
 BY AN APPROVED
 SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EXIT
 ACCESS
  
 7.10.1.5 EXIT ACCESS.
 7.10.1.5.1 ACCESS TO EXITS SHALL BE MARKED BY APPROVED,
 READILY VISIBLE
 SIGNS IN ALL CASES WHERE THE EXIT OR WAY TO REACH THE
 EXIT IS NOT READILY
 APPARENT TO THE OCCUPANTS.
 7.10.1.5.2* NEW SIGN PLACEMENT SHALL BE SUCH THAT NO
 POINT IN AN EXIT
 ACCESS CORRIDOR IS IN EXCESS OF THE RATED VIEWING
 DISTANCE OR 100 FT (30 M),
 WHICHEVER IS LESS, FROM THE NEAREST SIGN
  
 ENSURE EXIT TRAVEL PATHS IS MARKED WITH EXIT SIGNS PER
 NFPA 101 CH 7 ON BOTH THE LIFE SAFETY & ELECTRICAL
 PLANS.
  
 2) FIRE ALARM DOCUMENTATION - THERE ARE INDICATIONS OF
 FIRE ALARM DEVICES/EQUIPMENT ON ELECTRICAL SHEET,
 HOWEVER, THERE DOES NOT APPEAR TO BE FIRE ALARM
 DOCUMENTATION IN COMPLIANCE WITH F.A.C. 61G
  
 PER F.A.C.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER???S INTENDED USE AND
 PROPOSED PROTECTION OF THE BUILDING OR FACILITY AND TO
 PROVIDE SUFFICIENT DIRECTION TO THE INSTALLATION
 CONTRACTOR OR OTHER INTERESTED PARTIES REGARDING THE
 LAYOUT OF THE SYSTEM(S), SHALL BE INCLUDED IN THE FIRE
 PROTECTION SYSTEM ENGINEERING DOCUMENTS.
  
  
 61G15-32.008 DESIGN OF FIRE ALARMS AND DETECTION
 SYSTEMS.
 (1) FIRE ALARMS AND DETECTION SYSTEMS INCLUDE FIRE
 PROTECTION SUPERVISION, EMERGENCY ALARM CIRCUITS,
 ACTIVATION OF LIFE SAFETY SYSTEM CONTROLS AND REMOTE
 SIGNALING OF EMERGENCY CONDITIONS.
 (2) THE DESIGN SPECIFICATIONS SHALL BE BASED ON THE
 FLORIDA BUILDING CODE (2007), THE FLORIDA FIRE
 PREVENTION CODE, OR AS REQUIRED BY THE LOCAL AUTHORITY
 HAVING JURISDICTION.
 (3) FOR FIRE ALARM PLANS ON SMALL SYSTEMS BELOW THE
 THRESHOLD REQUIREMENTS FOR MANDATORY USE OF
 PROFESSIONAL ENGINEERING SERVICES, THE ENGINEER OF
 RECORD SHALL SPECIFY THE MINIMUM SYSTEM REQUIREMENTS.
 (4) TO ENSURE MINIMUM DESIGN QUALITY OF FIRE ALARM AND
 DETECTION SYSTEMS ENGINEERING DOCUMENTS, SAID DOCUMENTS
 SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION
 WHEN APPLICABLE:
 (A) THE PLANS SHALL BE CLEAR, WITH A SYMBOLS LEGEND,
 SYSTEM RISER DIAGRAM SHOWING ALL INITIATION AND
 NOTIFICATION COMPONENTS, AND CABLING REQUIREMENTS.
 INDICATE LOCATIONS WHERE FIRE RATINGS ARE REQUIRED AS
 DETERMINED BY THE SYSTEM???S SURVIVABILITY
 REQUIREMENTS. IDENTIFY THE GENERAL OCCUPANCY OF THE
 PROTECTED PROPERTY, AND FOR EACH ROOM AND AREA UNLESS
 IT IS CLEAR FROM FEATURES SHOWN.
 (B) LOCATE INITIATION AND NOTIFICATION DEVICES AND
 CONNECTIONS TO RELATED SYSTEMS ON THE FLOOR PLANS AND
 SECTIONS WHEN NEEDED FOR CLARITY. RELATED SYSTEMS
 INCLUDE ELEVATOR CONTROLS SMOKE CONTROL SYSTEMS,
 DAMPERS, AND DOORS.
 (C) STROBE INTENSITY AND SPEAKER OUTPUT RATINGS FOR ALL
 NOTIFICATION DEVICES.
 (D) IDENTIFY THE CLASS AND STYLE OF CIRCUITS AS LISTED
 IN THE NFPA 72.
 (E) IDENTIFY THE FUNCTIONS REQUIRED BY THE ALARM AND
 CONTROL SYSTEMS INCLUDING THE TRANSMISSION OF EMERGENCY
 SIGNALS BEING MONITORED OR ANNUNCIATED.
 (F) INDICATE WHETHER THE FIRE ALARM IS CONVENTIONAL OR
 ADDRESSABLE, AND INDICATE ALL ZONING.
 (G) LOCATE SURGE PROTECTIVE DEVICES AND REQUIRED
 PROTECTIVE FEATURES.
 (H) LOCATE SYSTEM DEVICES THAT ARE SUBJECT TO
 ENVIRONMENTAL FACTORS, AND INDICATE REQUIREMENTS FOR
 THE PROTECTION OF EQUIPMENT FROM TEMPERATURE, HUMIDITY
 OR CORROSIVE ATMOSPHERES, INCLUDING COASTAL SALT AIR.
 (I) THE PLANS SHALL INCLUDE A SITE PLAN OF THE
 IMMEDIATE AREA AROUND THE PROTECTED BUILDING, STRUCTURE
 OR EQUIPMENT WHEN ALARM DEVICES ARE REQUIRED OUTSIDE
 THE STRUCTURE.
 (J) IN BUILDINGS WERE SMOKE DETECTION WILL BE
 OBSTRUCTED BY WALLS, BEAMS OR CEILING FEATURES, THE
 ENGINEER OF RECORD SHALL PROVIDE APPLICABLE DESIGN AND
 DETAILS TO DIRECT THE INSTALLER TO MITIGATE THE
 OBSTRUCTIONS. IN BUILDINGS WITH SMOKE DETECTION UNDER A
 PITCHED ROOF, THE PLANS SHALL INDICATE THE ROOF PITCH
 AND A BUILDING SECTION SHALL BE PROVIDED AS PART OF THE
 ENGINEERING DESIGN DOCUMENTS.
 (K) FIRE DETECTION SYSTEMS UTILIZING SMOKE DETECTION IN
 SITUATIONS WHERE SMOKE STRATIFICATION IS ANTICIPATED,
 THE DESIGN SHALL PROVIDE THE NECESSARY CRITERIA TO
 MITIGATE THE DETECTION PROBLEMS.
 (L) SYSTEMS DESIGNED USING PERFORMANCE BASED CRITERIA
 SHALL BE IDENTIFIED AND REFERENCED TO DESIGN GUIDES OR
 STANDARDS APPROVED BY THE LOCAL AUTHORITY HAVING
 JURISDICTION CONSISTENT WITH STANDARDS ADOPTED BY THE
 FLORIDA FIRE PREVENTION CODE AND THE FLORIDA BUILDING
 CODE (2007).
 (M) THE SYSTEM DESIGN MUST INDICATE IF THE SYSTEM IS TO
 PROVIDE A GENERAL EVACUATION SIGNAL OR A ZONED
 EVACUATION FOR ALL HIGH-RISE BUILDINGS OR
 MULTI-TENANTED PROPERTIES AS DEFINED IN THE FLORIDA
 BUILDING CODE (2007).
 (N) WIRING REQUIREMENTS FOR UNDERGROUND, WET LOCATIONS,
 CAMPUS STYLE WIRING, PROTECTION AGAINST DAMAGE AND
 BURIAL DEPTH SHALL BE SPECIFIED OR INDICATED ON THE
 ENGINEERING DESIGN DOCUMENTS.
 (O) REQUIREMENTS FOR OPERATIONS AND MAINTENANCE
 PROCEDURES, MANUALS, SYSTEM DOCUMENTATION, AND
 INSTRUCTION OF OWNER???S OPERATING PERSONNEL, AS NEEDED
 TO OPERATE THE SYSTEMS AS INTENDED OVER TIME.
 (5) IN THE EVENT THAT THE ENGINEER OF RECORD ELECTS TO
 SPECIFY SPECIFIC EQUIPMENT AND TO SHOW THE REQUIRED
 WIRING, BATTERY AND VOLTAGE DROP (CIRCUIT ANALYSIS)
 CALCULATIONS SHALL BE COMPLETED. THE CALCULATIONS SHALL
 BE COMPLETED USING THE EQUIPMENT MANUFACTURE???S DATA
 AND APPLICABLE NFPA 72 PROCEDURES.
 (6) SYSTEM TEST REQUIREMENTS SHALL BE NOTED ON THE
 ENGINEERING DESIGN DOCUMENTS.
 (7) WHEN THE ENGINEER DETERMINES THAT SPECIAL
 REQUIREMENTS ARE REQUIRED BY THE OWNER, INSURANCE
 UNDERWRITER OR LOCAL FIRE CODE AMENDMENTS THESE
 REQUIREMENTS SHALL BE DOCUMENTED OR REFERENCED ON THE
 ENGINEERING DESIGN DOCUMENTS.
  
 EVEN IF THE EOR DEFERS TO A LOCAL QUALIFIED CONTRACTOR,
 THAT CONTRACTOR MUST SUBMIT THE REQUIRED 61G
 INFORMATION WITH THIS MASTER.
  
 PLEASE PROVIDE THE REQUIRED DOCUMENTATION.
  
  
 3) SHEET E 1-01 & FA 01A - THERE APPEARS TO BE
 INDICATIONS OF A FIRE PUMP, HOWEVER, THERE IS NO
 INDICATION OF THE FIRE PUMP EMERGENCY BACK-UP POWER NOR
 ITS FUEL SUPPLY.
  
  
 PER NFPA 101 CH 11
  
 11.8.5 EMERGENCY AND STANDBY POWER.
 11.8.5.1 EMERGENCY POWER REQUIREMENTS FOR ELECTRIC FIRE
 PUMPS SHALL
 BE IN ACCORDANCE WITH NFPA 20.
 11.8.5.2 EMERGENCY POWER REQUIREMENTS FOR DETECTION,
 ALARM, AND COMMUNICATIONS
 SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA 72.
 11.8.5.3 REQUIREMENTS FOR STANDBY POWER SHALL BE AS
 SPECIFIED IN
 11.8.5.3.1 THROUGH 11.8.5.3.
 11.8.5.3.1 TYPE 60, CLASS 1, LEVEL 1, STANDBY POWER IN
 ACCORDANCE WITH
 NFPA 110 SHALL BE PROVIDED.
 11.8.5.3.2 THE STANDBY POWER SYSTEM SHALL HAVE A
 CAPACITY AND RATING
 SUFFICIENT TO SUPPLY ALL REQUIRED EQUIPMENT.
 11.8.5.3.3 SELECTIVE LOAD PICKUP AND LOAD SHEDDING
 SHALL BE PERMITTED
 IN ACCORDANCE WITH NFPA 70.
 11.8.5.3.4 THE STANDBY POWER SYSTEM SHALL BE CONNECTED
 TO THE
 FOLLOWING:
 (1) JOCKEY PUMP, EXCEPT AS OTHERWISE PROVIDED IN 40.4.2
 FOR SPECIAL PURPOSE
 INDUSTRIAL OCCUPANCIES
 (2) AIR COMPRESSOR SERVING DRY-PIPE AND PRE-ACTION
 SYSTEMS, EXCEPT
 AS OTHERWISE PROVIDED IN 40.4.2 FOR SPECIAL-PURPOSE
 INDUSTRIAL
 OCCUPANCIES
 (3) EMERGENCY COMMAND CENTER EQUIPMENT AND LIGHTING
 (4) NOT LESS THAN ONE ELEVATOR SERVING ALL FLOORS, WITH
 STANDBY POWER
 TRANSFERABLE TO ANY ELEVATOR
 (5) MECHANICAL EQUIPMENT FOR SMOKEPROOF ENCLOSURES
 (6) MECHANICAL EQUIPMENT REQUIRED TO CONFORM WITH THE
 REQUIREMENTS
 OF SECTION 9.3
 (7) STAIRWAY VIDEO MONITORING EQUIPMENT AS REQUIRED BY
 11.8.8
  
 PER NFPA
  
 NFPA 101 CHAPTER 7 SECTION 7.9
  
 7.9.1 FUEL TANKS SHALL BE SIZED TO ACCOMMODATE THE
 SPECIFIC
  
 EPS CLASS.
  
 7.9.1.1 ALL FUEL TANKS AND SYSTEMS SHALL BE INSTALLED
 AND MAINTAINED
 IN ACCORDANCE WITH NFPA 30, FLAMMABLE AND COMBUSTIBLE
 LIQUIDS CODE; NFPA 37, STANDARD FOR THE INSTALLATION
 AND USE OF
 STATIONARY COMBUSTION ENGINES AND GAS TURBINES; NFPA
 54, NATIONAL
 FUEL GAS CODE; AND NFPA 58, LIQUEFIED PETROLEUM GAS
 CODE.
  
  
 PLEASE PROVIDE DETAILS AND CONFIRMATION OF THE
 REQUIREMENTS.
  
  
 4) THERE ARE NO INDICATIONS OF COMPLIANCE WITH THE
 REQUIREMENTS OF EMERGENCY RADIO COMMUNICATIONS
  
 TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS.
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
 NFPA 72, 24.9 TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT
 SYSTEMS.
 24.9.1 GENERAL.
 24.9.1.1 NON-INTERFERENCE. NO AMPLIFICATION SYSTEM
 CAPABLE
 OF OPERATING ON FREQUENCIES OR CAUSING INTERFERENCE ON
 FREQUENCIES
 ASSIGNED TO THE JURISDICTION BY THE FCC SHALL BE
 INSTALLED
 WITHOUT PRIOR COORDINATION AND APPROVAL OF THE
 AUTHORITY
 HAVING JURISDICTION. THE BUILDING MANAGER/OWNER SHALL
 SUSPEND AND CORRECT OTHER EQUIPMENT INSTALLATIONS THAT
 DEGRADE
 THE PERFORMANCE OF THE PUBLIC SAFETY RADIO SYSTEM OR
 PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM.
 24.9.1.2 APPROVAL AND PERMIT. PLANS SHALL BE SUBMITTED
 FOR
 APPROVAL PRIOR TO INSTALLATION. AT THE CONCLUSION OF
 SUCCESSFUL
 ACCEPTANCE TESTING, A RENEWABLE PERMIT SHALL BE ISSUED
 FOR THE
 PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM WHERE REQUIRED
 BY
 THE AUTHORITY HAVING JURISDICTION.
  
 THE SYSTEM SHALL MAINTAIN A MINIMUM RADIO SIGNAL
 STRENGTH OF THE RADIO SYSTEM USED BY WEST PALM BEACH
 FIRE DEPARTMENT.
  
 TESTING SHALL BE BY AN ACCEPTABLE NATIONAL STANDARD
 DOCUMENTING PERCENTAGES NOTED ABOVE AND BY ACTUAL RADIO
 TESTING BY FIRE PERSONNEL.
  
 IF THE MINIMUM CANNOT BE MAINTAINED, A BI-DIRECTIONAL
 AMPLIFIED SYSTEM SHALL BE INSTALLED WITH A MINIMUM
 2-HOUR RUN TIME BATTERY BACK-UP.
  
 CONTACT SHALL BE MADE TO KEN DECKER, PALM BEACH COUNTY
 PUBLIC SAFETY RADIO SYSTEMS MANAGER,
 [email protected], 561-233-0837; AS OUR RADIOS OPERATE
 ON THEIR SYSTEM FOR DETAILED RADIO FREQUENCY AND
 INSTALLATION INSTRUCTIONS.
  
 NO PERMIT SHALL BE SUBMITTED OR BDA SYSTEM INSTALLED
 UNTIL ALL DOCUMENTATION IS REVIEWED BY PBC & THE OFFICE
 OF THE FIRE MARSHAL AND SUBSEQUENTLY APPROVED FOR
 INSTALL OR PARTIAL INSTALL.
  
 PLEASE ENSURE COMPLIANCE AND PROVIDE AN APPLICABLE NOTE
 ON THE LIFE SAFETY PLAN SHEETS.
  
  
  
 5) SHEET LS1-01 & STRUCTURAL SHEETS - THERE IS AN
 INDICATION OF A DOUBLE DOOR WITH DOOR OPENING OUT IN
 THE DIRECTION OF EGRESS, HOWEVER, THERE APPEARS TO BE A
 GATE/DOOR THAT OPENS IN AGAINST THE DIRECTION OF
 EGRESS.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS
  
 7.2.1.4.2* 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 OCCUPANCIES,
 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 CORRECT.
  
  
 5A) IN ADDITION TO THE ABOVE, THE EGRESS CAPACITY WIDTH
 OF THE GATE/DOOR IS REDCUED FROM THE DOULBLE DOOR AND
 MAY NOT PROVIDE SUFFICIENT EXIT WIDTH FOR THE OCCUPANY
 LOAD.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS
  
 7.2.1.2.2* MEASUREMENT OF EGRESS CAPACITY WIDTH.
  
 7.2.1.2.2.1 SWINGING DOOR ASSEMBLIES. FOR SWINGING DOOR
 ASSEMBLIES,
 EGRESS CAPACITY WIDTH SHALL BE MEASURED AS FOLLOWS:
 (1) THE MEASUREMENT SHALL BE TAKEN AT THE NARROWEST
 POINT IN THE DOOR
 OPENING.
 (2) THE MEASUREMENT SHALL BE TAKEN BETWEEN THE FACE OF
 THE DOOR LEAF
 AND THE STOP OF THE FRAME
 (3) FOR NEW SWINGING DOORS ASSEMBLIES, THE MEASUREMENT
 SHALL BE
 TAKEN WITH THE DOOR LEAF OPEN 90 DEGREES.
 (4) FOR ANY EXISTING DOOR ASSEMBLY, THE MEASUREMENT
 SHALL BE TAKEN
 WITH THE DOOR LEAF IN THE FULLY OPEN POSITION.
 (5) PROJECTIONS NOT MORE THAN 31???2 IN. (90 MM) AT
 EACH SIDE OF THE DOOR
 OPENINGS AT A HEIGHT OF NOT MORE THAN 38 IN. (965 MM)
 SHALL NOT BE
 CONSIDERED REDUCTIONS IN EGRESS CAPACITY WIDTH.
 (6) PROJECTIONS EXCEEDING 6 FT 8 IN. (2030 MM) ABOVE
 THE FLOOR SHALL
 NOT BE CONSIDERED REDUCTIONS IN EGRESS CAPACITY WIDTH.
  
 PLEASE REVIEW AND ENSURE COMPLIANCE AND PROVIDE
 SPECIFIC DETAILS.
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2023-07-17 Cont ID  
Sent By ccole Date 2023-07-17 Time 17:33 Rev Time 0.00
Received By ccole Date 2023-07-17 Time 15:10 Sent To  
Notes
2023-07-17 17:34:191ST REVIEW FBC-2020 FUEL GAS
 PERMIT- 23060804
 5/17/23
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS 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 P0-02: THE ENERGYGAUGE REPORT LIST COMPLIANCE
 DATA FOR GAS INSTANTANEOUS WATER HEATERS- 4 & 5,
 HOWEVER THE WATER HEATERS SHOWN IN THE PLAN SCHEDULES
 ARE ELECTRIC. PLEASE CORRECT THE CALCULATIONS OR THE
 PLANS- SEC. 107.2.1 WPB.
  
 2) A6-06: GRILLS ARE SHOWN ON THE ROOFTOP LOUNGE
 HOWEVER NO INFORMATION ABOUT THE GRILLS HAVE BEEN
 PROVIDED. PLEASE LABEL THE GRILLS AS EITHER GAS OR
 ELECTRIC AND LIST THE MAKES AND MODELS ON THE PLAN-
 SEC. 107.2.1 WPB.
  
 3) PLEASE NOTE THE FOLLOWING GAS PLAN SUBMITTAL
 REQUIREMENTS PER SEC. 107.35.1.5 WPB IF APPLICABLE TO
 THE PROJECT.
  
 A) GAS PIPING LAYOUT PLANS AND RISER DRAWING- SEC.
 402.1 FBC FG.
  
 B) COMBUSTION AIR FOR INTERIOR APPLIANCES- SEC. 304.1
 FBC FG.
  
 C) VENTING- SEC. 503.1. FBC FG.
  
 D) EQUIPMENT SCHEDULES- SECS. 623..1 & 624.1 FBC FG.
  
 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 I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-07-20 Cont ID  
Sent By lbond Date 2023-07-20 Time 08:17 Rev Time 0.00
Received By lbond Date 2023-06-30 Time 10:41 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2023-07-18 Cont ID  
Sent By rmcphers Date 2023-07-18 Time 16:41 Rev Time 0.00
Received By rmcphers Date 2023-07-18 Time 16:41 Sent To  
Notes
2023-07-18 16:42:43PLANS 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 F Date 2023-07-17 Cont ID  
Sent By hmoser Date 2023-07-17 Time 17:07 Rev Time 0.00
Received By hmoser Date 2023-07-17 Time 10:39 Sent To  
Notes
2023-07-17 17:07:12PLAN DENIED
 1) PAGE M2-01B SHOWS EXHAUST DISCHARGEING IN TO THE
 GARAGE. REFER TO SECTION 501.3 EXHAUST DISCHARGE
 2020 FBC (M)
 2) PAGE M4-01 OUT DOOR AIR REQUIRE A CLASS ONE
 MOTORIZED DAMPER.
 SECTION 403.2.4.3 SHUTOFF DAMPER 2020 FLORIDA ENERGY
 CODE.
 3) PLEASE PEOVIDE A COPY OF THE CLOTHES DRYER
 MANUFACTURE
 SPECIFICATIONS. SECTION 504.8.4.1 SPECIFIED LENGTH.
 2020 FBC (M)
 4) PROVIDE FRESH AIR CALCULATIONS FOR THE AMANITYS AREA
 ON THE FIRST FLOOR TABLE 403.3.1.1 FBC (M) 2020.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 1 Status F Date 2023-07-17 Cont ID  
Sent By ccole Date 2023-07-17 Time 15:09 Rev Time 0.00
Received By ccole Date 2023-07-15 Time 07:51 Sent To  
Notes
2023-07-15 12:07:391ST REVIEW FBC-2020 PLUMBING
 PERMIT- 23060804
 7/17/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FDHA- FAIR HOUSING DESIGN ACT MANUAL- 1998
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
  
 1. GENERAL/ADMINISTRATIVE COMMENTS.
  
 1) POTABLE WATER SERVICE BACKFLOW PREVENTER & GREASE
 INTERCEPTORS: SEPARATE PERMITS ARE REQUIRED FOR THE
 POTABLE WATER BACKFLOW PREVENTER AND THE GREASE
 INTERCEPTORS- SEC. 105.1 & 107.2.1 WPB. PLEASE NOTE THE
 SUBMITTED PLUMBING PLANS FOR THE BUILDING WILL NOT BE
 APPROVED UNTIL PERMIT APPLICATIONS FOR THE ITEMS LISTED
 ABOVE HAVE BEEN SUBMITTED. YOU CAN SUBMIT APPLICATIONS
 TBD (TO BE DETERMINED) IF YOU DO NOT HAVE CONTRACTORS
 SELECTED BY EMAILING COMPLETED PERMIT APPLICATIONS TO
 [email protected]. YOU WILL RECEIVE INSTRUCTIONS
 TO PAY FEES AND UPLOAD PLANS. YOU MAY UPLOAD PLANS AND
 PAY FEES AT A FUTURE DATE, BUT THE APPLICATIONS ARE
 REQUIRED AT THIS TIME. WE RECOMMEND THAT YOU PAY FEES
 AND UPLOAD PLANS AT THE SAME TIME. AFTER YOU HAVE ALL
 OF THE PERMIT GENERATED, NOTIFY ME VIA EMAIL AND I WILL
 CHANGE THE REVIEW STATUS TO PASS.
  
 2) SWIMMING POOL: A SEPARATE PERMIT IS REQUIRED FOR THE
 POOL HOWEVER THE DETAIL ON SHEET P7-01 SHOWING POOL
 WASTEWATER DRAINING INTO THE SANITARY SYSTEM IS NOT IN
 COMPLIANCE WITH SEC. 90-126 (B)(5) WPB CODE OF
 ORDINANCES. PLEASE NOTE THE FOLLOWING INFORMATION.
 SWIMMING POOL WATER SHALL NOT BE DISCHARGED TO SANITARY
 SEWER WITHOUT PRIOR APPROVAL FROM THE PUBLIC UTILITIES
 DEPARTMENT.
 SWIMMING POOL WATER MAY BE DISCHARGED TO THE CITY
 STORMWATER SEWER ONLY IF THE WATER IS DECHLORINATED
 ACCORDING TO SECTION 90-205(1) OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES. SUBMIT THE MANUFACTURER'S
 SPECIFICATION FOR THE DICHLORINATION SYSTEM FOR REVIEW
 AND STAMPING BEFORE THE INSPECTION. AT THE TIME OF POOL
 WATER DISCHARGE, THE FOLLOWING WILL BE REQUIRED:
 -THE RECEIVING INLET MUST BE PROTECTED (FILTER CLOTH TO
 KEEP EXCESS SEDIMENTS FROM ROADWAY WASHING INTO THE
 INLET).
 - NO DISCHARGE HOSE CAN BE DIRECTLY INSERTED INTO THE
 INLET TO DISCHARGE EFFLUENT.
 - WHENEVER POSSIBLE, DISCHARGE EFFLUENT SHALL BE
 ALLOWED TO FILTER THROUGH GRASS AREA ON THE POOL OWNERS
 PROPERTY BEFORE DISCHARGING ON CITY PROPERTY.
 - DISCHARGE SHALL NOT FLOOD STREETS OR NEIGHBORING
 PROPERTY.
 - FOR TECHNICAL QUESTIONS, CONTACT O&M SUPERINTENDENT
 STEPHON HARRIS AT [email protected] OR 561-822-2168.
 - FOR STORMWATER DISCHARGE COMPLIANCE QUESTIONS, PLEASE
 CONTACT CHRIS JACKSON, ENVIRONMENTAL COMPLIANCE
 SPECIALIST III, PUBLIC UTILITIES DEPARTMENT, (561)
 822-2062 OR [email protected].
  
 3) IRRIGATION: SEPARATE PERMITS ARE REQUIRED FOR THE
 IRRIGATION SYSTEM AND SYSTEM BACKFLOW PREVENTER. A
 PRELIMINARY REVIEW OF SHEETS L5 & L5-A SYSTEM WAS
 PERFORMED UNDER THIS MASTER PLAN AND THE PLANS APPEAR
 INCOMPLETE PER THE FOLLOWING NOTES:
  
 A) WATER SOURCES, PUMPS, SHUTOFF VALVES, AND BACKFLOW
 PREVENTERS NOT SHOWN.
  
 B) PIPING RUNS, PIPE SIZES AND LOCATIONS OF SLEEVES NOT
 PROVIDED
  
  
 2. ARCHITECTURAL COMMENTS.
  
 4) LS1-00: PLEASE REFER TO SEC. 233 FBC ACCESSIBILITY.
 BASED ON SECS 233.3.1 & 233.3.1.1 AT LEAST 5% OF THE
 TOTAL NUMBER OF RESIDENTIAL DWELLING UNITS SHALL BE
 PROVIDED WITH MOBILITY FEATURES COMPLYING WITH SECS.
 809.2- 809.4 AND SHALL BE ON AN ACCESSIBLE ROUTE; AND
 AT LEAST 2% SHALL BE PROVIDED WITH COMMUNICATION
 FEATURES COMPLYING WITH 809.4. THESE REQUIREMENTS ARE
 SEPARATE FROM COMPLIANCE WITH THE FAIR HOUSING DESIGN
 ACT REQUIREMENTS. REFER TO SEC. 233.3.5 DISPERSION AND
 PROVIDE A LIST OR SCHEDULE ON THE PLAN SHOWING THE
 LOCATIONS OF THE UNITS, AND REVISE THE ARCHITECTURAL
 AND PLUMBING PLANS WHERE REQUIRED.
  
 5) LS1-00, A6-35: THE APPLICABLE CODE DATA FOR THE
 BUILDING INDICATES THE R2 APARTMENT UNITS ARE DESIGNED
 IN ACCORDANCE WITH THE FAIR HOUSING DESIGN ACT MANUAL
 (1998). REFER TO PAGES 7.34 & 7.35 OF THE MANUAL AND
 INDICATE ON BOTH PLANS WHICH DESIGN SPECIFICATION FOR
 THE APARTMENT BATHROOMS AND FIXTURES INSTALLATIONS HAS
 BEEN CHOSEN- SPECIFICATION A OR B.
  
 A) A7-04: PLEASE ADD COMPLIANCE DETAILS FOR THE
 SHOWERS- PAGES 7.56- 7.59 FHDA MANUAL.
  
 6) LS1-00: AS NOTED IN COMMENT #4 THERE ARE DESIGN
 DIFFERENCES BETWEEN AN FBC ACCESSIBLE (ADA COMPLIANT)
 DWELLING UNIT AND A FHDA COMPLIANT UNITS HOWEVER SHEETS
 A6-35 & A7-04 WHICH ARE INTENDED TO DEMONSTRATE FAIR
 HOUSING COMPLIANCE ARE TITLED ENLARGED UNIT
 ACCESSIBILITY PLANS & APARTMENT UNIT ACCESSIBILITY
 STANDARDS WHICH CAN BE MISLEADING. PLEASE REFER TO SEC.
 809.4 FBC ACCESSIBILITY AND PROVIDE SEPARATE ENLARGED
 ACCESSIBLE UNIT DRAWINGS WITH THE FOLLOWING COMPLIANCE
 DETAILS PER SEC. 603- 610 FBC ACCESSIBILITY. PLEASE
 NOTE SOME OF THE REQUIRED DETAILS ARE CURRENTLY SHOWN
 ON A7-05.
  
 A) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 WATER CLOSETS- SEC. 604.3.
  
 B) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 LAVATORIES- SEC. 606.2.
  
 C) TURNING SPACE DIAMETERS- SEC. 304.3.
  
 D) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE
 WALLS- SEC. 604.2.
  
 E) HEIGHTS OF THE WATER CLOSET SEATS FROM THE FINISHED
 FLOORS- SEC. 604.4.
  
 F) HEIGHTS OF THE LAVATORY SINK RIMS OR COUNTER
 SURFACES FROM THE FINISHED FLOORS- SEC. 606.3.
  
 G) HEIGHTS OF THE MIRRORS FROM THE FINISHED FLOORS TO
 THE REFLECTIVE SURFACES- SEC. 603.3.
  
 H) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SEC. 604.5 & 609.4, FIGURES
 604.5.1 & 604.5.2.
  
 I) CENTERLINES OF THE TOILET PAPER DISPENSERS MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SEC. AND FIGURE
 604.7.
  
 J) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SEC.
 606.2.
  
 K) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 BATHTUBS- SEC. 607.2.
  
 L) BATHTUB PERMANENT OR REMOVAL SEAT DETAILS- SEC.
 607.3.
  
 M) BATHTUB GRAB BAR DETAILS- SEC. 607.4.
  
 N) BATHTUB CONTROLS DETAILS- SECS. 607.5- 607.6.
  
 O) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 SHOWER- SECS. 608.2.1 & 608.2.2.
  
 P) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE ACCESSIBLE SHOWER- SECS. 608.3.1 AND
 608.3.2.
  
 Q) LOCATIONS OF CONTROLS, FAUCETS, AND SHOWER SPRAYS IN
 THE SHOWERS- SECS. 608.5.1 & 608.5.2.
  
 R) LOCATIONS OF ACCESSIBLE SHOWER SEATS AND MOUNTING
 DETAILS- SECS. 610.3- 610.4.
  
 7) A6.05: SHOW THE DIMENSIONS OF THE WATER CLOSET AND
 LAVATORY CLEAR FLOOR SPACES- SECS. 604.3 & 606.2 FBC
 ACC.
  
 8) A6.05: THE RESTROOM DOORS SHALL NOT SWING INTO THE
 CLEAR FLOOR SPACES FOR THE LAVATORIES- SEC. 603.2.3 FBC
 ACC.
  
 9) A1-01A: ENLARGED ACCESSIBLE PUBLIC RESTROOM FLOOR
 PLAN DRAWINGS NOT PROVIDED- SEC. 603- 604 FBC ACC.
  
 10) LS1-00: PLUMBING FIXTURE CALCULATIONS FOR THE MIXED
 OCCUPANCY BUILDING ARE REQUIRED IN COMPLIANCE WITH
 TABLE 403.1 & SEC. 403.1.1 FBC P. PLEASE PROVIDE A
 SCHEDULE THAT ITEMIZES THE REQUIRED AND PROVIDED NUMBER
 OF FIXTURES. PLEASE NOTE THAT WHERE DRINKING FOUNTAINS
 ARE REQUIRED A MINIMUM OF TWO- ONE HI AND ONE LO- SHALL
 BE PROVIDED- SEC. 410.3 FBC P. THE ARCHITECTURAL AND
 PLUMBING PLANS SHOW ONE DRINKING FOUNTAIN AT THE PUBLIC
 RESTROOMS WHICH DOES NOT MEET COMPLIANCE UNLESS THE
 FOUNTAIN MEETS EXCEPTION 1 AND HAS TWO SEPARATE SPOUTS-
 HI & LO. NO FOUNTAIN WAS SPECIFIED IN THE FIXTURE
 SCHEDULES- SHEET P0-02.
  
 A) A1-01B: THE DRINKING FOUNTAIN AT THE PUBLIC RESTROOM
 CORRIDOR IS PROTRUDING INTO THE CIRCULATION PATH AND
 SHALL BE EITHER BE RECESSED IN A NICHE OR BARRIERS ON
 EACH SIDE SHALL BE PROVIDED- SEC. 307.2 FBC ACC.
  
 B) A1-01B: PLEASE SHOW THE CLEAR FLOOR DIAGRAM AND
 DIMENSIONS FOR THE WHEELCHAIR ACCESSIBLE FOUNTAIN
 POSITIONED FOR A FORWARD APPROACH- SEC. 606.2 FBC ACC.
  
 C) A7-05: SHOW THE SPOUT HEIGHT FOR THE HI (STANDING
 PERSONS) DRINKING FOUNTAIN- SEC. 602.7 FBC ACC.
  
 11) LS-01, A1-05B & A6-06: THE POOL WILL BE UNDER
 SEPARATE PERMIT HOWEVER A PRELIMINARY REVIEW OF THE
 POOL BATHROOMS AND PLUMBING IS REQUIRED. PLEASE REFER
 TO SEC. & TABLE 403.6 AND PROVIDE PLUMBING FIXTURE
 CALCULATIONS. THE PLANS SHOW ONE POOL RESTROOM BY THE
 POOL AND ONE RESTROOM AT THE CLUB ROOM. PLEASE NOTE
 THAT SEC. 451.6.1 STATES THAT POOLS WITH A BATHING LOAD
 OF 20 PERSONS OR LESS MAY UTILIZE A UNISEX RESTROOM.
 PLEASE PROVIDE BATHING LOAD CALCULATIONS IN ACCORDANCE
 WITH SEC. 454.1.1.1 FBC B.
  
 B) PLEASE REFER TO SEC. 403.6 AND PROVIDE A URINAL AND
 DIAPER CHANGING TABLE FOR THE POOL BATHROOM. A FLOOR
 DRAINS AND HOSE BIB ARE ALSO REQUIRED FOR THE BATHROOMS
 ACCORDING TO SECS. 454.1.6.1.3 & 454.1.6.1.4 FBC
 BUILDING. PLEASE NOTE THE HOSE BIB CAN BE PROVIDED IN
 OR WITHIN 25 FT. OF THE RESTROOM. PLEASE REVISE THE
 PLANS TO SHOW COMPLIANCE.
  
 C) PLEASE SHOW THE POOL SHOWER LOCATION- SEC. 454.1.6.2
 FBC B.
  
 12) LS-01, A1-05B & A6-06: CONCERNING THE CLUBROOM AND
 ROOFTOP LOUNGE REFER TO COMMENT #10.
  
 13) A1-05B: THE POOL RESTROOM DOOR SHALL NOT SWING INTO
 THE CLEAR FLOOR SPACE FOR THE LAVATORY- SEC. 603.2.3
 FBC ACC.
  
 14) A1-01B & A7.05: SHOW THE CLEAR FLOOR SPACE FOR THE
 WHEELCHAIR ACCESSIBLE DRINKING FOUNTAIN AND THE SPOUT
 HEIGHT OF THE HI (STANDING PERSONS) FOUNTAIN- SEC.
 602.2 & 602.7 FBC ACC.
  
 3. PLUMBING COMMENTS.
  
 15) P2-00A: TWO-WAY CLEANOUTS FOR THE 3 & 4-INCH
 BUILDING DRAINS ARE REQUIRED AT A POINT 30 INCHES
 BEYOND THE EXTERIOR WALL OF EACH UNIT- SEC. 708.1.3,
 708.1.8 EXCEPTION 2 FBC P.
  
 16) P2-00A & P2-00B: IT APPEARS CLEANOUTS AT 100 FT.
 INTERVAL SPACINGS ARE MISSING FOR THE 6-INCH SANITARY
 SEWER LINE ON THE NORTH SIDE OF THE BUILDING- SEC.
 708.1.2 FBC P.
  
 17) P2-00A & P-200B: PROVIDE A GROUND FLOOR SANITARY
 DRAINAGE AND VENT ISOMETRIC FOR THE GROUND FLOOR WITH
 WASTE AND SOIL STACK RISER LOCATIONS NUMBERED TO MATCH
 WITH THE NUMBERED RISERS SHOWN ON SHEETS P6-02 & P6-03-
 SECS. 107.2.1, 107.3.5.1.3 WPB & SEC. 710.1 FBC P.
  
 18) P2-00A: SHOW UNDERGROUND STORM DRAIN PIPING RUNS
 INCLUDING PIPE SIZES AND GPM FLOWS AS SHOWN ON P-200B-
 SEC. 1106.2 FBC P.
  
 19) P2-00A & P-200B: SHOW THE WATER HEATER DRAIN PAN
 LINE RUNS AND TERMINATION LOCATIONS- SEC. 504.7.2 FBC
 P.
  
 20) P2-00A, P2-00B, P2-09A, P2-09B: PROVIDE A STORM
 DRAIN RISER DRAWING SHOWING VERTICAL AND HORIZONTAL
 PIPE RUNS AND SIZES FROM ROOFTOP TO DISPOSAL LOCATIONS-
 SEC. 1106.2 & 1106.3 FBC P. PLEASE INCLUDE GPM FLOWS,
 CLEANOUT LOCATIONS AND AC CONDENSATE PIPING POINTS OF
 CONNECTIONS TO THE SYSTEM- SECS. 314.2.1, 1101.8 FBC P.
  
 21) P2-00A, P2-00B & C2-3: THE PLUMBING UNDERGROUND
 PLANS DO NOT MATCH WITH THE WATER AND WASTEWATER CIVIL
 PLAN. THE PLUMBING PLANS DO NOT SHOW SANITARY DRAIN
 CONNECTIONS INTO TEMPORARY LIFT STATIONS, AND THE CIVIL
 PLANS DO NOT SHOW THE GREASE INTERCEPTORS, OR THE
 SANITARY SER LINE ON THE NORTH SIDE OF THE BUILDING TO
 NAME A FEW OF THE MANY INCONSISTENCIES- SEC. 107.2.1
 WPB. PLEASE CORRECT THE PLANS. AT THIS TIME THE CIVIL
 PLANS WILL BE EXCLUDED FROM FURTHER PLUMBING REVIEW.
  
 22) P0-02 & P2-00B & GREASE INTERCEPTORS GI-1.
  
 A) P2-00B & P7-01: THE CLEANOUTS FOR THE GREASE
 INTERCEPTORS REQUIRE HEAVY DUTY TRAFFIC LIDS. PLEASE
 SPECIFY MAKES AND MODELS- SEC. 305.7 FBC P.
  
 B) P0-02: THE INTERCEPTOR EQUIPMENT SCHEDULE REFERS TO
 SHEET P-702 WHICH WAS NOT INCLUDED WITH THE UPLOADED
 PLAN SET- SEC. 107.2.1 WPB.
  
 C) P2-00B: THE PLAN DOES NOT IDENTIFY WHICH PLUMBING
 FIXTURES AND APPLIANCES ARE DISCHARGING INTO THE GREASE
 WASTE LINE. PLEASE PROVIDE A KITCHEN PLUMBING FIXTURE
 EQUIPMENT PLAN AND SCHEDULE- SEC. 107.2.1 WPB. PLEASE
 NOTE THE PLAN APPEARS TO SHOW DRAINAGE FROM A
 3-COMPARTMENT SINK AND A MOP SINK DISCHARGING INTO THE
 SANITARY LINE INSTEAD OF THE GREASE WASTE LINE- SEC.
 1003.3.1 FBC P.
 D) P2-00B: REFER TO SEC. 1003.9 FBC P AND PROVIDE
 VENTING FOR THE INTERCEPTOR. PLEASE NOTE THE AAV (NOTE
 2) CANNOT BE USED AS THE VENT FOR THE INTERCEPTORS-
 SEC. 918.8 FBC P.
  
 23) P2-00B GREASE INTERCEPTOR GI-2: THE USE OF THE
 GREASE INTERCEPTOR FOR TRASH ROOM DRAINAGE DOES NOT
 APPEAR TO BE IN COMPLIANCE WITH SEC. 1003.3.1 FBC P.
 PLEASE CLARIFY THE USE OF THE INTERCEPTOR.
  
 A) PROVIDE SIZING CALCULATIONS IN ACCORDANCE WITH SEC.
 1003.3.5 FBC P.
  
 B) P2-00B & P7-01: THE CLEANOUTS FOR THE GREASE
 INTERCEPTORS REQUIRE HEAVY DUTY TRAFFIC LIDS. PLEASE
 SPECIFY MAKES AND MODELS- SEC. 305.7 FBC P.
  
 C) P2-00B: REFER TO SEC. 1003.9 FBC P AND PROVIDE
 VENTING FOR THE INTERCEPTOR. PLEASE NOTE THE AAV (NOTE
 2) CANNOT BE USED AS THE VENT FOR THE INTERCEPTORS-
 SEC. 918.8 FBC P.
  
 24) P2-00B & P5-01: THE DISCHARGES FROM THE ELEVATOR
 SUMP PUMPS SHALL BE INDIRECTLY CONNECTED TO A WASTE
 RECEPTOR WHICH IS EITHER A FLOOR DRAIN, FLOOR SINK, HUB
 DRAIN OR STANDPIPE. DISPOSAL AT THE MOP SINK IS NOT IN
 COMPLIANCE - SEC. 3002.4 FBC B, & SECS. 202 & 802.3 FBC
 P.
  
 25) P2-01A & P2-01B: PROVIDE A FIRST-FLOOR WATER
 ISOMETRIC DRAWING WITH WATER RISER LOCATIONS NUMBERED
 TO MATCH WITH THE NUMBERED RISERS SHOWN ON SHEET P6-01-
 SECS. 107.2.1, 107.3.5.1.3 WPB & SEC. 604.1 FBC P.
  
 26) P2-01B: SHOW THE WATER SERVICE ENTRANCE LOCATION
 AND MAIN SHUTOFF VALVE FOR THE BUILDING- SEC. 603.1-
 603.2.1 & 606.1 FBC P.
  
 27) P2-01B: SHOW THE WATER FEED LINE TO THE RETAIL
 RESTROOMS AT DETAIL 4/P5.01- SEC. 107.2.1 WPB.
  
 28) P2-01B: PLEASE PROVIDE WATER DISTRIBUTION DESIGN
 CRITERIA- SEC. 604.3 FBC P.
  
 29) P4-01: ENLARGED SANITARY DRAINAGE/VENT AND WATER
 RISER DRAWINGS NOT PROVIDED FOR THE TYPICAL APARTMENT
 UNITS- SEC. 107.3.5.1.3 WPB.
  
 30) P4-01: TWO-WAY CLEANOUTS FOR THE 3 & 4-INCH
 BUILDING DRAINS ARE REQUIRED AT A POINT 30 INCHES
 BEYOND THE EXTERIOR WALL OF EACH UNIT- SEC. 708.1.3,
 708.1.8 EXCEPTION 2 FBC P.
  
 31) P2-08B, P5-01: ENLARGED SANITARY DRAINAGE/VENT
 PLANS FOR THE POOL AND CLUBROOM/ROOFTOP LOUNGE
 RESTROOMS NOT PROVIDED- SEC. 107.3.5.1.3 WPB.
  
 32) P5-01: ENLARGED SANITARY DRAINAGE/VENT AND WATER
 ISOMETRIC DRAWINGS NOT PROVIDED FOR THE 1ST FLOOR
 PUBLIC, RETAIL, POOL AND CLUBROOM/LOUNGE BATHROOMS-
 SEC. 107.3.5.1.3 WPB.
  
 33) P5-01: COLD OR TEMPERED WATER SHALL BE DELIVERED
 FROM THE LAVATORIES- SEC. 419.5.
  
 34) P5.01: THE 1/2-INCH HOT WATER FIXTURE SUPPLY PIPES
 TO THE RETAIL RESTROOM LAVATORIES ARE EXCEEDING THE
 MAXIMUM ALLOWABLE 2 FT. DISTANCES FROM THE HOT WATER
 SOURCES- TABLE C404.5.1 FBC ENERGY.
  
 35) P4-01 & P5-01: A MEANS OF LIMITING THE TEMPERATURE
 OF THE HOT WATER DELIVERY TO THE FIXTURES IS REQUIRED
 OTHER THAN THE WATER HEATER THERMOSTAT- SEC. 607.1.1
 FBC P. PLEASE PROVIDE MASTER THERMOSTATIC MIXING
 VALVES.
  
 36) P6-02 & P6-03: THE VENT STACKS SHALL CONNECT TO THE
 BASES OF THE DRAINAGE STACKS AT A POINT BELOW THE
 LOWEST HORIZONTAL BRANCH. CONNECTIONS AT THE LAVATORY
 DRAINS DO NOT MEET COMPLIANCE- SECS. 904.2 & 904.4 FBC
 P.
  
 37) P2-09A, P2-09B: AS PREVIOUSLY NOTED IN COMMENT #10
 A STORM RISER ISOMETRIC DRAWING IS REQUIRED- SEC.
 107.3.5.1.3 WPB.
  
 A) P2-09A, P2-09B: SECONDARY/EMERGENCY ROOF DRAINAGE
 WILL BE HANDLED BY OVERFLOW SCUPPERS AS STATED IN NOTE
 B. THE LOCATIONS OF THE SCUPPERS SHALL BE SHOWN ON THE
 PLANS, AND A CONSTRUCTION DETAIL SHOWING THE SCUPPER
 OPENING DIMENSIONS, AND HEIGHT ABOVE ROOF ETC. SHALL BE
 PROVIDED- SECS. 1108.1- 1108.3 FBC P.
  
 38) P0-01: PLUMBING FIXTURE CALCULATIONS FOR THE MIXED
 OCCUPANCY BUILDING ARE REQUIRED IN COMPLIANCE WITH
 TABLE 403.1 & SEC. 403.1.1 FBC P. PLEASE PROVIDE A
 SCHEDULE THAT ITEMIZES THE REQUIRED AND PROVIDED NUMBER
 OF FIXTURES. PLEASE NOTE THAT WHERE DRINKING FOUNTAINS
 ARE REQUIRED A MINIMUM OF TWO- ONE HI AND ONE LO- SHALL
 BE PROVIDED- SEC. 410.3 FBC P. THE ARCHITECTURAL AND
 PLUMBING PLANS SHOW ONE DRINKING FOUNTAIN AT THE PUBLIC
 RESTROOMS WHICH DOES NOT MEET COMPLIANCE UNLESS THE
 FOUNTAIN MEETS EXCEPTION 1 AND HAS TWO SEPARATE SPOUTS-
 HI & LO. NO FOUNTAIN WAS SPECIFIED ON SHEET P0-02.
  
 39) P0-01, P2-08B: THE POOL WILL BE UNDER SEPARATE
 PERMIT HOWEVER A PRELIMINARY REVIEW OF THE POOL
 BATHROOMS AND PLUMBING IS REQUIRED. PLEASE REFER TO
 SEC. 403.6 AND PROVIDE A URINAL AND DIAPER CHANGING
 TABLE FOR EACH POOL BATHROOM. FLOOR DRAINS AND HOSE
 BIBS ARE ALSO REQUIRED FOR THE BATHROOMS ACCORDING TO
 SECS. 454.1.6.1.3 & 454.1.6.1.4 FBC BUILDING. PLEASE
 NOTE THE HOSE BIB CAN BE PROVIDED IN OR WITHIN 25 FT.
 OF EACH RESTROOM. PLEASE REVISE THE PLANS TO SHOW
 COMPLIANCE.
  
 40) P2-08B, P6-01, P6-02, P-6-03: PROVIDE PLUMBING
 PLANS AND RISERS FOR THE POOL AND CLUBHOUSE RESTROOMS
 AND THE BAR SINK- SEC. 107.2.1 & SEC. 107.3.5.1.3 WPB.
  
 41) P0-01: PLEASE PROVIDE TESTED AND APPROVED
 FIRESTOPPING ASSEMBLIES FOR PLUMBING PIPES PENETRATING
 FIRE-RATED WALLS AND FLOORS- SEC. 315.1 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 R ROOF PLAN REVIEW
Rev No 1 Status N Date 2023-07-18 Cont ID  
Sent By rmcphers Date 2023-07-18 Time 16:49 Rev Time 0.00
Received By rmcphers Date 2023-07-18 Time 16:49 Sent To  
Notes
2023-07-18 16:49:40ROOFING SYSTEM TO BE DEFERRED
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2023-07-20 Cont ID  
Sent By lbond Date 2023-07-20 Time 08:17 Rev Time 0.00
Received By lbond Date 2023-07-20 Time 08:17 Sent To  
Notes
2023-07-17 17:37:48PLUMBING SIGNATURES PASSED.
Review Stop Z ZONING
Rev No 1 Status F Date 2023-07-11 Cont ID  
Sent By kdefranc Date 2023-07-11 Time 14:03 Rev Time 0.00
Received By kdefranc Date 2023-07-11 Time 14:03 Sent To  
Notes
2023-07-11 14:03:477/11/23 ??? FAILED
  
 REVIEW COMMENT TO BE ADDRESSED:
 1. PRIOR FINAL SITE PLAN APPROVAL OF SPECIAL SITE PLAN
 REVIEW CASE NO. 22-02 (Z22060030) MUST BE OBTAINED PER
 RESOLUTION NO. 47-23.
  
  
 KEVIE DEFRANC
 SENIOR PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  


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