Plan Review Details - Permit 22050714
Plan Review Stops For Permit 22050714
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2022-09-27 Cont ID  
Sent By cpuell Date 2022-09-27 Time 07:10 Rev Time 0.00
Received By cpuell Date 2022-09-27 Time 07:10 Sent To  
Notes
2022-09-27 07:13:17THE FOLLOWING SUITES ADDRESSES HAVE BEEN APPROVED:
  
 300 BANYAN BLVD 701 702 703 704 801 802 803 804 901 902
 903 904 1001 1002 1003 1004 1101 1102 1103 1104 1201
 1202 1203 1204
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2022-09-14 Cont ID  
Sent By cpuell Date 2022-09-14 Time 13:46 Rev Time 0.00
Received By cpuell Date 2022-09-14 Time 13:46 Sent To  
Notes
2022-09-14 13:47:52SPOKE WITH BENNETT GALE TODAY 9.14.22 STATED THAT THEY
 WERE AWARE OF THE ADDRESSING ISSUES BUT WERE NOT READY
 TO SUBMIT SUITES AT THIS TIME, HE STATED THAT THEY
 SHOULD HAVE SOMETHING TO SHOW ME NEXT WEEK, INFORMED
 THAT THE SUITES CAN BE WORKED ON OUTSIDE OF THE REVIEW
 CYCLE.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-05-21 Cont ID  
Sent By cpuell Date 2022-05-21 Time 10:59 Rev Time 0.00
Received By cpuell Date 2022-05-21 Time 10:59 Sent To  
Notes
2022-05-21 11:00:35300 AND 308 BANYAN BLVD HAD PREVIOUSLY BEEN APPROVED
 FOR THIS PROJECT, THE UPPER FLOOR SUITES NEED TO BE
 ASSIGNED SUITE NUMBERS. PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 TO WORK ON
 THE SUITE NUMBERS.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2022-05-18 Cont ID  
Sent By scwelter Date 2022-05-18 Time 13:19 Rev Time 0.00
Received By scwelter Date 2022-05-18 Time 13:23 Sent To  
Notes
2022-05-18 13:23:13PERMIT # 20101431 APPROVED PUBLIC ART CONCEPT BY CITY
 COMMISSION 1% ESCROWED. HOLD TCO/CO UNTIL COMPLETION OF
 ART INSTALLATION.
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-10-06 Cont ID  
Sent By rmcphers Date 2022-10-06 Time 10:47 Rev Time 0.00
Received By rmcphers Date 2022-10-06 Time 10:47 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-09-26 Cont ID  
Sent By rmcphers Date 2022-09-26 Time 14:51 Rev Time 0.00
Received By rmcphers Date 2022-09-26 Time 10:52 Sent To  
Notes
2022-09-26 14:18:38NEW HI RISE OFFICE BLDG.
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
  
 1) GROUND FLOOR AND MEZZANINE PARKING - PLEASE SHOW
 PARKING GARAGE OPEN OR CLOSED AND PROVIDE THE
 CALCULATIONS (EACH TIER) FOR THE OPEN GARAGE FBC
 406.5.2 OPENINGS.
 FOR NATURAL VENTILATION PURPOSES, THE EXTERIOR SIDE OF
 THE STRUCTURE SHALL HAVE UNIFORMLY DISTRIBUTED OPENINGS
 ON TWO OR MORE SIDES. THE AREA OF SUCH OPENINGS IN
 EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN 20
 PERCENT OF THE TOTAL PERIMETER WALL AREA OF EACH TIER.
 THE AGGREGATE LENGTH OF THE OPENINGS CONSIDERED TO BE
 PROVIDING NATURAL VENTILATION SHALL BE NOT LESS THAN 40
 PERCENT OF THE PERIMETER OF THE TIER. INTERIOR WALLS
 SHALL BE NOT LESS THAN 20 PERCENT OPEN WITH UNIFORMLY
 DISTRIBUTED OPENINGS.
  
 2) BUILDING SOUTH ELEVATION - PLEASE SHOW THE ALLOWABLE
 EXTERIOR WALL OPENING PROTECTION CALCULATIONS (EACH
 STORY) ( SOLID WALLS VS DOOR, LOUVERS, OPEN AREAS AT
 GARAGE AND WINDOWS ETC.) PER FBC 705.8.1 ALLOWABLE AREA
 OF OPENINGS.
 THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS
 PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A
 BUILDING SHALL NOT EXCEED THE PERCENTAGES SPECIFIED IN
 TABLE 705.8.
  
 3) BUILDING WEST ELEVATION - GROUND FLOOR SHOWS A DOOR,
 LOUVERS WHICH ARE NOT SHOWN ON YOUR CALCULATIONS. -
 (EACH STORY) PLEASE SHOW THE ALLOWABLE EXTERIOR WALL
 OPENING PROTECTION CALCULATIONS ( SOLID WALLS VS DOOR,
 LOUVERS, OPEN AREAS AT GARAGE AND WINDOWS ETC.) PER FBC
 705.8.1 ALLOWABLE AREA OF OPENINGS.
 THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS
 PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A
 BUILDING SHALL NOT EXCEED THE PERCENTAGES SPECIFIED IN
 TABLE 705.8.
  
 4) ELEVATOR HOISTWAY FOR ELEVATOR #3 AND #4 REQUIRES
 HOISTWAY PROTECTION ( A SINGLE SHAFT WHICH APPEARS TO
 RUN FROM GROUND TO THE 11TH FLOOR) FBC 3006.2
  
 5) DRAWING LS.20.1 - DETAIL 2 - SHOULD SAY EAST TO
 WEST.
  
 6) PLEASE SHOW THE PASSENGER LOADING LOCATIONS PER FBC
 ACCESSIBILITY 209.2.1 PASSENGER LOADING ZONES.
 PASSENGER LOADING ZONES, EXCEPT THOSE REQUIRED TO
 COMPLY WITH 209.2.2 AND 209.2.3, SHALL PROVIDE AT LEAST
 ONE PASSENGER LOADING ZONE COMPLYING WITH 503 IN EVERY
 CONTINUOUS 100 LINEAR FEET (30 M) OF LOADING ZONE
 SPACE, OR FRACTION THEREOF. FBC A 503.2 VEHICLE PULL-UP
 SPACE.
 PASSENGER LOADING ZONES SHALL PROVIDE A VEHICULAR
 PULL-UP SPACE 96 INCHES (2440 MM) WIDE MINIMUM AND 20
 FEET (6100 MM) LONG MINIMUM.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-07-18 Cont ID  
Sent By rmcphers Date 2022-07-18 Time 09:20 Rev Time 0.00
Received By rmcphers Date   Time   Sent To  
Notes
2022-07-18 09:20:16NEW HI RISE OFFICE BLDG.
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 PLEASE PROVIDE THE REVISED DRAWINGS THAT ARE IN PERMIT
 - 22020521 - WHICH MAY ANSWER MANY OF THE COMMENTS HERE
 -
  
 1) PLEASE SHOW PARKING GARAGE OPEN OR CLOSED AND
 PROVIDE THE CALCULATIONS FOR THE OPEN GARAGE FBC
 406.5.2
  
 2) PLEASE SHOW DISTANCE FROM PROPERTY LINES (WEST SIDE
 APPEARS CLOSE) FBC 602
  
 3) THE NAMING OF DRAWINGS IN PROJECTDOX DOES NOT MATCH
 THE DRAWING NAME - PLEASE CORRECT - SEE DRAWINGS
 A3.3.2, A3.3.3, A3.3.4, A3.4.2 AND A3.4.3 CHECK ALL.
  
 4) PLEASE SHOW THE EV CHARGING STATION AT THE VAN
 ACCESSIBLE PARKING SPACE FBC 406.1.7
  
 5) PLEASE SHOW THE HEIGHT CLEARANCE AT THE VAN
 ACCESSIBLE PARKING - FBC 502.5
  
 6) DOOR 105 SHOULD BE SHOWN AS FIRE RATED AND SELF
 CLOSING (PLEASE CHECK ALL DOORS) - FBC 716
  
 7) ELEVATOR HOISTWAY FOR ELEVATOR #3 AND #4 REQUIRES
 HOISTWAY PROTECTION ( A SINGLE SHAFT WHICH APPEARS TO
 RUN FROM GROUND TO THE 11TH FLOOR) FBC 3006.2
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-10-04 Cont ID  
Sent By jleahy Date 2022-10-04 Time 10:27 Rev Time 0.00
Received By jleahy Date 2022-10-04 Time 07:43 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-06-28 Cont ID  
Sent By jleahy Date 2022-06-28 Time 16:32 Rev Time 0.00
Received By jleahy Date 2022-06-28 Time 16:32 Sent To  
Notes
2022-06-28 16:39:29FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 THE FOLLOWING SYSTEMS ARE TO BE PERMITTED SEPARATLEY
 FROM MASTER PERMIT. DATA/ PHONE, FIRE ALARM, BDA,
 GENERATOR, SITE LIGHTING.
  
 PAGES E7.0.1 THROUGH E7.0.5 LOAD CALCULATIONS NOT PER
 220 OF THE NEC FOR FEEDERS AND SERVICE. CONTINOUS LOAD
 FACTORS MISSING FROM MOST LOAD CALCS, LARGEST MOTOR
 CONTRIBUTION, CAR CHARGERS AT 125% PER 625.41.
  
 PAGE E6.0.1 GENERATOR NOT IN CONFORMANCE TO 700.3(F)
 FIRE PUMP MISSING SURGE ARRESTOR PER 695.15
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2022-10-12 Cont ID  
Sent By vnoel Date 2022-10-12 Time 13:30 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2022-10-12 13:31:56PASSED WITH PRIVISO THAT UPON ENGINEERING PLAN
 APPROVAL, FINAL PLANS ARE UPLOADED INTO THE PERMIT.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-09-19 Cont ID  
Sent By rrossano Date 2022-09-19 Time   Rev Time 0.00
Received By rrossano Date 2022-09-19 Time   Sent To  
Notes
2022-09-19 10:59:19UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-05-23 Cont ID  
Sent By rrossano Date 2022-05-23 Time   Rev Time  
Received By rrossano Date 2022-05-23 Time   Sent To  
Notes
2022-05-23 12:55:31UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-10-07 Cont ID  
Sent By pleduc Date 2022-10-07 Time   Rev Time 0.00
Received By pleduc Date 2022-10-06 Time 10:33 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-09-14 Cont ID  
Sent By pleduc Date 2022-09-14 Time   Rev Time 0.00
Received By pleduc Date 2022-09-14 Time 13:18 Sent To  
Notes
2022-09-14 13:20:31FIRE PROVISO:
  
 PROVIDE A 2ND COMMAND ROOM DOOR, RH INSWING AT THE
 ELEVATOR LOBBY.
  
 CONTACT MY OFFICE TO REVIEW/DISCUSS IF NEEDED.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-06-10 Cont ID  
Sent By pleduc Date 2022-06-10 Time   Rev Time 0.00
Received By pleduc Date 2022-06-03 Time 10:34 Sent To  
Notes
2022-06-07 12:42:41THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THE SMOKE CONTROL RATIONAL ANALYSIS AND SEQUENCE OF
 OPERATION ARE NOT ATTACHED
  
 NFPA 101 CH 11
  
 11.8.2.3 ALL NEW VERTICAL EXIT ENCLOSURES SERVING THE
 HIGH-RISE PORTION
 OF THE BUILDING SHALL BE SMOKEPROOF ENCLOSURES IN
 ACCORDANCE WITH 7.2.3.
  
 9.3 SMOKE CONTROL
 9.3.1 INSTALLATION. WHERE REQUIRED BY ANOTHER SECTION
 OF THIS CODE,
 SMOKE CONTROL SYSTEMS SHALL BE DESIGNED, INSTALLED,
 INSPECTED, TESTED,
 AND MAINTAINED IN ACCORDANCE WITH NFPA 92, NFPA 204, OR
 NATIONALLY
 RECOGNIZED STANDARDS, ENGINEERING GUIDES, OR
 RECOMMENDED PRACTICES,
 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION
  
 PLEASE PROVIDE SPECIFIC DETAILS.
  
  
  
 2) SHEET LS 01.1 - THE FIRE COMMAND CENTER DOES NOT
 HAVE ACCESS FROM AN EXTERIOR WALL.
  
 THE FIRE COMMAND CENTER SHOULD HAVE DIRECT UNIMPEDED
 ACCESS FROM AN EXTERIOR WALL AND IN A LOCATION APPROVED
 BY THE AHJ
  
 PER NFPA 101 CH 11
  
 11.8.6.1 AN EMERGENCY COMMAND CENTER SHALL BE PROVIDED
 IN A LOCATION
 APPROVED BY THE FIRE DEPARTMENT.
  
  
 PLEASE REVIEW AND CORRECT WITH COORDINATION WITH THE
 OFFICE OF THE FIRE MARSHAL.
  
  
  
 3) SHEET LS 01.1 - THERE IS AN INDICATION OF EXIT
 TRAVEL ACCESS DOOR THROUGH AN OUTDOOR STORAGE AREA, #
 113 AND OUTDOOR TERRACE # 112
  
 IT DOES INDICATE THAT AREA LEADS TO A PUBLIC WAY NOR
 EXIT SIGNAGE FROM THAT AREA.
  
 PER NFPA 101 CH 7
  
 7.5 ARRANGEMENT OF MEANS OF EGRESS
 7.5.1 GENERAL.
 7.5.1.1 EXITS SHALL BE LOCATED, AND EXIT ACCESS SHALL
 BE ARRANGED, SO THAT
 EXITS ARE READILY ACCESSIBLE AT ALL TIMES.
 7.5.1.1.1* WHERE EXITS ARE NOT IMMEDIATELY ACCESSIBLE
 FROM AN OPEN
 FLOOR AREA, CONTINUOUS PASSAGEWAYS, AISLES, OR
 CORRIDORS LEADING DIRECTLY
 TO EVERY EXIT SHALL BE MAINTAINED AND SHALL BE ARRANGED
 TO PROVIDE ACCESS
 FOR EACH OCCUPANT TO NOT LESS THAN TWO EXITS BY
 SEPARATE WAYS OF TRAVEL,
 UNLESS OTHERWISE PROVIDED IN 7.5.1.1.3 AND 7.5.1.1.4
  
 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
  
 7.7 DISCHARGE FROM EXITS
 7.7.1* EXIT TERMINATION. EXITS SHALL TERMINATE
 DIRECTLY, AT A PUBLIC
 WAY OR AT AN EXTERIOR EXIT DISCHARGE, UNLESS OTHERWISE
 PROVIDED IN 7.7.1.2
 THROUGH 7.7.1.4.
  
  
 PLEASE REVIEW AND CORRECT OR BETTER DEFINE THE EIXT
 PATH TO THE PUBLIC WAY.
  
  
 3A) SHEET LS 01.1 - THERE IS AN INDICATION OF EXIT
 STAIRS INTO THE OUTDOOR TERRACE # 112
  
 THE EXIT STARI DISCHARGE IS TO LEAD TO A PUBLIC WAY OR
 TO A PROTECTED AREA LEADING TO A PUBLIC WAY.
  
 IT DOES INDICATE THAT AREA LEADS TO A PUBLIC WAY NOR
 EXIT SIGNAGE FROM THAT AREA.
  
 PER NFPA 101 CH 7
  
 7.2.3.5 DISCHARGE.
 7.2.3.5.1 EVERY SMOKEPROOF ENCLOSURE SHALL DISCHARGE
 INTO A PUBLIC WAY,
 INTO A YARD OR COURT HAVING DIRECT ACCESS TO A PUBLIC
 WAY, OR INTO AN EXIT
 PASSAGEWAY. SUCH EXIT PASSAGEWAYS SHALL BE WITHOUT
 OPENINGS, OTHER
 THAN THE ENTRANCE TO THE SMOKEPROOF ENCLOSURE AND THE
 DOOR OPENING TO
 THE OUTSIDE YARD, COURT, OR PUBLIC WAY. THE EXIT
 PASSAGEWAY SHALL BE
 SEPARATED FROM THE REMAINDER OF THE BUILDING BY A
 2-HOUR FIRE RESISTANCE
 RATING.
 7.2.3.5.2 THE SMOKEPROOF ENCLOSURE SHALL BE PERMITTED
 TO DISCHARGE
 THROUGH INTERIOR BUILDING AREAS, PROVIDED THAT ALL OF
 THE FOLLOWING CRITERIA
 ARE MET:
 (1) THE BUILDING SHALL BE PROTECTED THROUGHOUT BY AN
 APPROVED, SUPER VISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7.
 (2) THE DISCHARGE FROM THE SMOKEPROOF ENCLOSURE SHALL
 LEAD TO A FREE
 AND UNOBSTRUCTED WAY TO AN EXTERIOR EXIT, AND SUCH WAY
 SHALL BE
 READILY VISIBLE AND IDENTIFIABLE FROM THE POINT OF
 DISCHARGE FROM
 THE SMOKEPROOF ENCLOSURE.
 (3) NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER AND
 CAPACITY OF
 EXITS COMPRISED OF SMOKEPROOF ENCLOSURES SHALL
 DISCHARGE THROUGH
 INTERIOR BUILDING AREAS IN ACCORDANCE WITH 7.7.2.
  
 7.7 DISCHARGE FROM EXITS
 7.7.1* EXIT TERMINATION. EXITS SHALL TERMINATE
 DIRECTLY, AT A PUBLIC
 WAY OR AT AN EXTERIOR EXIT DISCHARGE, UNLESS OTHERWISE
 PROVIDED IN 7.7.1.2
 THROUGH 7.7.1.4.
  
 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
  
 PLEASE REVIEW AND CORRECT OR BETTER DEFINE THE EIXT
 PATH TO THE PUBLIC WAY.
  
  
  
  
  
 4) THERE ARE INDICATIONS OF CARD READERS/ACCESS CONTROL
 THROUGHOUT THE OCCUPANCY.
  
 ALL CARD READER/ACCESS CONTROL SHALL BE INSTALLED UNDER
 SEPARATE PERMIT & SHOP DRAWINGS AND COMPLY WITH NFPA
 101, CH 7 AS APPLICABLE.
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKNOWLEDGEMENT ON
 THE LIFE SAFETY & ELECTICAL NOTE SHEETS.
  
  
  
  
 5) SHEET LS 06.1 - THERE IS EXIT DOOR (STAIR B) FROM
 THE PARKING GARAGE ENTERING INTO THE EXIT PASSAGE WAY.
 TO AVOID EXIT CONFUSION THERE SHOULD BE A SING ON THE
 WALL OPPOSITE THAT EXIT DOOR STATING EXIT DOWN(OR
 EQUAL) WITH AN ARROW POINTING IN THE DIRECTION OF THE
 STAIR.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS
  
 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
  
 THIS WOULD REDUCE THE CONFUSION OF GOING THE WRONG WAY
 DOWN THE EXIT PASSAGE WAY AND UP TO ANOTHER FLOOR
 LEVEL.
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKNOWLEDGEMENT ON
 THE LIFE SAFETY SHEET.
  
  
  
 6) SHEET LS 08.1 - THERE APPEARS TO BE A SINGLE
 EXIT/SIGN FROM THE COMMON TERRACE # 813 AREA.
  
 AS THIS IS AN ASSEMBLY OCCUPANCY SPACE, TWO EXITS ARE
 REQUIRED PER NFPA 101, CH 12 & CH 7 REMOTELY LOCATED
 FROM EACH OTHER.
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC
 NARRATIVE AND CODE REFERENCES.
  
  
  
  
 7) SHEET E 1.1.3 & E 4.0.2 - THE ARE INDICATIONS OF
 FAAP HOWEVER, THERE IS NO INDICATION OF THE FACP THAT
 IS REQUIRED TO BE THE FIRE COMMAND CENTER
  
 SHEET E 4.0.2 SHOWS LIMITED EQUIPMENT.
  
 PER NFPA 1 & 101
  
 11.9.4 THE FOLLOWING SHALL BE PROVIDED IN THE EMERGENCY
 COMMAND CENTER.
  
 (2) FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR UNIT.
  
 11.8.6* EMERGENCY COMMAND CENTER.
  
 (3) FIRE DETECTION AND FIRE ALARM SYSTEM ANNUNCIATION
 PANELS
  
 PLEASE REVIEW AND CORRECT OR PROVIDE A NOTE OF
 ACKNOWLEDGMENT
  
  
  
 7A) SHEET E 1.1.3 - THERE ARE NO INDICATIONS OF ANY
 EQUIPMENT WITHIN THE FIRE COMMAND CENTER.
  
 THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
 THE FOLLOWING FEATURES:
 11.9.1 THE LOCATION, DESIGN, CONTENT, AND FIRE
 DEPARTMENT ACCESS OF THE EMERGENCY COMMAND CENTER SHALL
 BE APPROVED BY THE FIRE DEPARTMENT.
  
 11.9.2 THE EMERGENCY COMMAND CENTER SHALL BE SEPARATED
 FROM THE REMAINDER OF THE BUILDING BY A FIRE BARRIER
 HAVING A FIRE RESISTANCE RATING OF NOT LESS THAN 1
 HOUR.
  
 11.9.3 THE EMERGENCY COMMAND CENTER ROOM SHALL BE A
 MINIMUM OF 200 FT2 (19 M2) WITH A MINIMUM DIMENSION OF
 10 FT (3050 MM).
  
 11.9.4 THE FOLLOWING SHALL BE PROVIDED IN THE EMERGENCY
 COMMAND CENTER.
 (1) THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 (2) A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 (3) SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL
 FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF
 EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING
 EQUIPMENT AND FIRE DEPARTMENT ACCESS
 (4) WORK TABLE.
 (5) IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 11.9.5 WHERE OTHERWISE REQUIRED, THE FOLLOWING DEVICES
 OR FUNCTIONS SHALL BE PROVIDED WITHIN THE EMERGENCY
 COMMAND CENTER.
 (1) THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 (2) FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR UNIT.
 (3) ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION
 OF THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 (4) STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING
 SYSTEMS.
 (5) CONTROLS FOR UNLOCKING STAIRWAY DOORS
 SIMULTANEOUSLY
 (6) SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 (7) EMERGENCY AND STANDBY POWER STATUS INDICATORS
 (8) FIRE PUMP STATUS INDICATORS
 (9) GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 (10) PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 (11) CONTROLS REQUIRED FOR SMOKE CONTROL
  
 NFPA 101
  
 11.8.6* EMERGENCY COMMAND CENTER.
 11.8.6.1 AN EMERGENCY COMMAND CENTER SHALL BE PROVIDED
 IN A
 LOCATION APPROVED BY THE FIRE DEPARTMENT.
 11.8.6.2 THE EMERGENCY COMMAND CENTER SHALL CONTAIN THE
 FOLLOWING:
 (1) VOICE FIRE ALARM SYSTEM PANELS AND CONTROLS
 (2) FIRE DEPARTMENT TWO-WAY TELEPHONE COMMUNICATION
 SERVICE
 PANELS AND CONTROLS WHERE REQUIRED BY ANOTHER SECTION
 OF THIS
 CODE
 (3) FIRE DETECTION AND FIRE ALARM SYSTEM ANNUNCIATION
 PANELS
 (4) ELEVATOR FLOOR LOCATION AND OPERATION ANNUNCIATORS
 (5) ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS AND ESCALATORS
 (6) ELEVATOR EMERGENCY POWER SELECTOR SWITCH(ES) WHERE
 PROVIDED
 IN ACCORDANCE WITH ASME A17.1/CSA B44
 (7) SPRINKLER VALVE AND WATERFLOW ANNUNCIATORS
 (8) EMERGENCY GENERATOR STATUS INDICATORS
 (9) CONTROLS FOR ANY AUTOMATIC STAIRWAY DOOR UNLOCKING
 SYSTEM
 (10) FIRE PUMP STATUS INDICATORS
 (11) TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE
 PUBLIC TELEPHONE SYSTEM
 (12) STAIRWAY VIDEO MONITORING EQUIPMENT AS REQUIRED BY
 11.8.8
  
 PLEASE REVIEW AND ENSURE COMPLIANCE TO INSTALL.
  
 PROVIDE A NOTE OF ACKNOWLEDGMENT
  
  
  
 8) SHEET E 6.0.5 - THERE ARE INDICATIONS OF A BDA TYPE
 2-WAY COMMUNCATIONS SYSTEM.
  
 ANY BDA SYSTEM SHALL BE INSTALLED UNDER SEPARATE
 PERMIT.
  
 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.
  
 HOWEVER, A SYSTEM MAY NOT BE REQUIRED.
  
 PLEASE CONTACT MARK FILLA, 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.
  
 BEFORE SUBMITTING FOR A PERMIT, PLEASE PROVIDE ALL THE
 TESTING DATA TO MR. FILLA AND THE OFFICE OF THE FIRE
 MARSHAL FOR REVIEW.
  
 PROVIDE A NOTE OF ACKNOWLEDGMENT
  
  
 9) SHEET E 0.1.1 - THERE ARE INDICATIONS OF A FIRE
 ALARM SYSTEM AND EQUIPMENT.
  
 THE FIRE ALARM SYSTEM SHALL BE MAINTAINED THROUGHOUT
 DEMO & CONSTRUCTION PERIODS
  
 ANY WORK ON THE FIRE ALARM, SHALL BE DONE UNDER
 SEPARATE PERMITS & SHOP DRAWINGS.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGMENT
  
  
  
 10) SHEET F 0.0.1 - THERE ARE INDICATIONS OF A FIRE
 SPRINKLER SYSTEM AND EQUIPMENT.
  
 THE FIRE SPRINKLER SYSTEM SHALL BE MAINTAINED
 THROUGHOUT DEMO & CONSTRUCTION PERIODS
  
 ANY WORK ON THE FIRE SPRINKER SYSTEM, SHALL BE DONE
 UNDER SEPARATE PERMITS & SHOP DRAWINGS.
  
 PER NFPA 14
 6.4.5.4* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED
 NOT MORE THAN 100 FT (30.5 M) FROM THE NEAREST FIRE
 HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGMENT
  
  
  
 11) SHEET E 5.0.1 - THERE IS AN INDICATION OF A
 GENERATOR EXHAUST PIPING DIAGRAM.
  
 PER NFPA 110 AND 37
  
 PLEASE CONFIRM THE GENERATOR CLASS/TYPE, FUEL SOURCE
 AND THAT THE ELECTRIC FIRE PUMP IS CONNECTED TO THE
 GENERATOR WITH AN AUTOMATIC TRANSFER SWITCH.
  
  
  
 11A) PER NFPA 110 AND 37, PLEASE ENSURE THAT THE
 GENERATOR EXHAUST IS LOCATED TO AN AREA THAT THE FUMES
 DONOT REENTER THE BUILDING THROUGH NEARBY WINDOWS,
 DOORS, OR INTAKES OF ANY KIND.
  
 PROVIDE DETAILS INCLUDING APPLICABLE DIMENSIONS
  
  
 12) SHEET C 4.1 - THERE IS AN INDICATION OF AN 8" FIRE
 LINE THAT APPEARS TO GO UNDER THE FOOT PRINT OF THE
 BUILDING.
  
 PER NFPA 24
  
 10.1.4.1* UNDERGROUND PIPING SHALL BE PERMITTED TO
 EXTEND
 INTO THE BUILDING THROUGH THE SLAB OR WALL NOT MORE
 THAN 24 IN.
 (600 MM).
  
 10.4.3 PRIVATE FIRE SERVICE MAINS UNDER BUILDINGS.
 EXCEPT AS
 ALLOWED BY 10.4.3, PRIVATE FIRE SERVICE MAINS SHALL NOT
 BE AL LOWED TO RUN UNDER BUILDING
  
 10.4.3.1* PRIVATE FIRE SERVICE MAINS SUPPLYING FIRE
 PROTECTION
 SYSTEMS WITHIN THE BUILDING SHALL BE PERMITTED TO
 EXTEND NO
 MORE THAN 10 FT (3.0 M), AS MEASURED FROM THE OUTSIDE
 OF THE
 BUILDING, UNDER THE BUILDING TO THE RISER LOCATION
  
 10.4.3.1.1* PIPE JOINTS SHALL NOT BE LOCATED DIRECTLY
 UNDER
 FOUNDATION FITTINGS.
 10.4.3.1.2* PIPING SHALL BE INSTALLED A MINIMUM OF 12
 IN.
 (300 MM) BELOW THE BOTTOM OF BUILDING FOUNDATIONS OR
 FOOTERS.
  
 10.4.3.2* WHERE APPROVED, PRIVATE FIRE SERVICE MAINS
 SUPPLY ING SYSTEMS WITHIN THE BUILDING SHALL BE
 PERMITTED TO EXTEND
 MORE THAN 10 FT (3.0 M) UNDER THE BUILDING WHEN ALL THE
 RE QUIREMENTS OF 10.4.3.2.1, THROUGH 10.4.3.2.4 ARE
 MET.
 10.4.3.2.1 WHERE THE PIPING IS INSTALLED UNDER THE
 BUILDING, ALL
 FOUNDATIONS OR FOOTERS OVER THE PRIVATE FIRE SERVICE
 MAIN SHALL BE
 ARCHED TO CREATE A MINIMUM OF 24 IN (600 MM) CLEARANCE.
 10.4.3.2.2 IT SHALL BE ACCEPTABLE TO INSTALL THE PIPING
 IN COV ERED TRENCHES WHERE THE TRENCHES ARE ACCESSIBLE
 FROM WITHIN
 THE BUILDING
  
 PLEASE REVIEW AND PROVIDE DEAILS IN COMPLIANCE.
  
  
 13A) THERE IS A FDC LOCATED ALONG BANYAN BLVD WWITH
 INDICATIONS OF TWO EXISTING HYDRANT LOCATIONS
  
 THERE ARE NO DIMENSIONS TO THOS EXISTING FIRE HYDRANTS
 SHOWING COMPLIANCE WITH NFPA 14.
  
 PER NFPA 14
 6.4.5.4* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED
 NOT MORE THAN 100 FT (30.5 M) FROM THE NEAREST FIRE
 HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY.
  
  
 PLEASE PROVIDE THE DIMENSIONS AND CORRECT THE FDC
 LOCATION AS APPLICABLE.
  
  
  
 13B) ALL FIRE LINE UNDERGROUND SHALL BE INSTALLED UNDER
 SEPARATE PERMIT & SHOP DRAWINGS IN COMPLIANCE WITH AND
 TESTED PER NFPA 24 AND MANUFACTURES SPECIFICATIONS.
  
 DO NOT COVER OVER ANY FIRE LINE PRIOR TO FIRE
 INSPECTION, JOINTS SAHLL BE LEFT EXPOSED FOR
 VERIFICATION & CONFIRMATION,
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGMENT
  
  
  
 14) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 15) 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 N Date 2022-06-10 Cont ID  
Sent By ccole Date 2022-06-10 Time 14:23 Rev Time 0.00
Received By ccole Date 2022-06-10 Time 14:23 Sent To  
Notes
2022-06-10 14:25:53NO GAS PLANS WERE SUBMITTED. SEPARATE PERMITS AND PLANS
 ARE REQUIRED FOR FUTURE GAS PIPING AND APPLIANCE
 INSTALLATIONS.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-10-12 Cont ID  
Sent By shill Date 2022-10-12 Time 13:34 Rev Time 0.00
Received By shill Date 2022-10-05 Time 09:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-10-04 Cont ID  
Sent By jleahy Date 2022-10-04 Time 10:27 Rev Time 0.00
Received By jleahy Date 2022-09-06 Time 08:10 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-07-18 Cont ID  
Sent By rmcphers Date 2022-07-18 Time 11:13 Rev Time 0.00
Received By rmcphers Date 2022-05-20 Time 07:34 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status P Date 2022-07-13 Cont ID  
Sent By shill Date 2022-07-13 Time 11:16 Rev Time 0.00
Received By shill Date 2022-07-13 Time 11:16 Sent To  
Notes
2022-07-13 11:17:19RECEIPT MU-2022-025256 - $253,769.87 PAID
 PAID PRIOR TO ISSUANCE OF STRUCTURE PERMIT 22020521
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2022-09-14 Cont ID  
Sent By medwards Date 2022-09-14 Time 08:32 Rev Time 0.00
Received By medwards Date 2022-09-14 Time 08:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2022-06-16 Cont ID  
Sent By medwards Date 2022-06-16 Time 11:23 Rev Time 0.00
Received By medwards Date 2022-06-16 Time 11:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-10-10 Cont ID  
Sent By rwbrown Date 2022-10-10 Time 08:13 Rev Time 0.00
Received By rwbrown Date 2022-10-10 Time 08:13 Sent To  
Notes
2022-10-10 08:14:08PROVISOS FOR 22050714
 1. PAGE P1.0.1 - OIL/WATER/SAND SEPARATOR REQUIRES
 SEPARATE PERMIT. SPECS TO BE SUBMITTED WITH MASTER
 PERMIT AS WELL AS STAND ALONE PERMIT.
 2. PAGE P1.0.1; P4.0.2 - THE VENTING FOR THE
 OIL/WATER/SAND SEPARATOR CANNOT USE AIR ADMITTANCE
 VALVES. (2020 FPC 918.8) AN ENLARGED DETAIL IS
 REQUIRED.
 3. PAGE A9.2.1 - 2020 FAC SEC. 213.2(4) - A MINIMUM OF
 50% OF THE CLUSTERED BATHROOMS FOR EACH USE SHALL BE
 ACCESSIBLE. REVISION TO BE MADE TO MEET MINIMUM
 STANDARDS.
 4. P1.01; P4.02 - ELEVATOR SUMP DISCHARGE TO BE
 INDIRECTLY CONNECTED TO SANITARY WASTE. DISCHARGE NOT
 IN THE VICINITY OF SUMP DISCHARGE OUTLETS. WASTE
 RECEPTOR TO BE PROVIDED.
 5. P5.0.2; P6.0.1 - QUAD CLOSE TRAP SEAL DETAIL ON PAGE
 P5.0.2 AND EQUIPMENT SCHEDULE ON PAGE P6.0.1 FOR TD-1
 SHOWING MIFAB MI-GARD DO NOT MATCH.
 6. PAGE P1.0.1 - POOL WASTEWATER DISCHARGING INTO HD-1
 SHALL BE DECHLORINATED TO MEET CITY???S STANDARDS THEN
 DISCHARGED INTO STORM SYSTEM. DICHLORINATION DETAILS TO
 BE PROVIDED AND APPROVED BY CITY???S STORMWATER
 DEPARTMENT.
 7. PROVIDE DETAILS ON MASTER FOR CITY???S REQUIRED
 BACKFLOW PROTECTION PER UTILITY DEPARTMENT???S
 REQUIREMENTS.
 8. PAGE P4.1.2 - PROVIDE PAGE 4.1.5 AS CALLED OUT AT
 THE TOP OF THE RISER ON PAGE P4.1.2
 9. HOT WATER AND HOT WATER RETURN PIPING INSULATION
 DETAILS TO BE PROVIDED.
 10. PAGE P6.0.1 - ISOLATION BACKFLOW PREVENTION DEVICES
 TO BE LISTED ON SCHEDULE
 11. PAGE P1.12.1, P2.01 - FD-2 APPEARS TO BE COLLECTING
 STORM WATER AND DISCHARGING TO THE SANITARY. DETAILS TO
 BE SHOWN TO CLARIFY.
 12. P4.01, P4.02, P4.03, P4.04: THE VENT STACKS SHALL
 CONNECT TO THE BASE OF STACKS (SEE OVERALL SANITARY
 RISER - (1/P4.0.3)) - 2020 FPC 904.4
 13. PAGE P4.03 - DETAILS TO BE ADDED SHOWING VENTS FOR
 THE STACK OFFSETS (2020 FPC 711)
 14. PAGE P4.1.4 AND DETAILS PAGES - TO BE ADDED TO THE
 PLUMBING DETAILS AND THE DOMESTIC RISERS SHOWING
 COMPLIANCE WITH 607.1.1 AND 613.1. THE THERMOSTAT ON
 THE WATER HEATER CANNOT BE THE LIMIT FOR HOT OR
 TEMPERED WATER DELIVERY AND THE DEVICE SHALL BE
 INSTALLED AT THE HOT WATER SOURCE.
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-09-23 Cont ID  
Sent By ccole Date 2022-09-23 Time 15:09 Rev Time 0.00
Received By ccole Date 2022-09-21 Time 13:49 Sent To  
Notes
2022-09-23 15:19:182ND REVIEW FBC-2020 PLUMBING
 PERMIT- 22050714
 9/23/2022
  
 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. COMMENTS REMAINING FROM
 1ST REVIEW ARE LISTED BELOW.
  
 1) SHEET LS.0.0: SECOND REQUEST- DUE TO A CHANGE IN
 PROCESS, THE BACKFLOW AND OIL/SAND INTERCEPTOR PERMITS
 ARE REQUIRED TO BE SUBMITTED PRIOR TO ISSUANCE OF THE
 PRIMARY PERMIT. YOU CAN SUBMIT AN APPLICATION "TBD" (TO
 BE DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED
 BY EMAILING A COMPLETED PERMIT APPLICATION 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 APPLICATION IS
 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.
  
 1A) P1.01 NEW COMMENT BASED ON RESUBMITTED PLANS
 SHOWING THE OIL/SAND INTERCEPTOR. A SEPARATE PERMIT,
 PLANS AND SPECIFICATIONS ARE REQUIRED HOWEVER A REVIEW
 OF THE SYSTEM UNDER THE MAIN PERMIT IS ALSO REQUIRED.
 THE REVIEW AND ITEMS A-D BELOW CAN BE DEFERRED HOWEVER
 PLEASE NOTE THE CURRENT PLUMBING PLANS SHOW THE TANK
 VENTING IS NON-COMPLIANT. A) SUBMIT MANUFACTURER???S
 SPECIFICATIONS FOR THE UNIT INDICATING THE MODEL
 NUMBER, CAPACITY, AND LISTING NUMBER- SEC.1003.4.2 FBC
 P. B) UNLISTED INTERCEPTORS SHALL COMPLY WITH SECS.
 1003.2.4.1 & 1003.4.2.2. AND DETAILS SHALL BE PROVIDED
 INDICATING THE UNIT HAS A DEPTH OF 2 FT. BELOW THE
 INVERT, NOT LESS THAN AN 18-INCH WATER SEAL, AND SHALL
 HAVE A CAPACITY NOT LESS THAN 6 CU. FT. FOR THE FIRST
 100 SQ. FT. OF AREA TO BE DRAINED PLUS 1 CU. FT. FOR
 EACH ADDITIONAL 100 SQ. FT. C) PLEASE PROVIDE AN
 ENLARGED PIPING AND INSTALLATION DIAGRAM SHOWING THE
 LOCATIONS OF CLEANOUTS, VENTS, AND SAMPLING PORT- SEC.
 1003.9. PLEASE NOTE THAT THE ISOMETRIC DRAWING ON SHEET
 P4.0.2 APPEARS TO SHOW THE SEPARATOR IS BEING VENTED
 USING A STUDOR VENT WHICH IS NOT ALLOWED- SEC. 918.8
 FBC P. D) PROVIDE INTERCEPTOR INSTALLATION DETAILS
 INCLUDING AN ELEVATION VIEW SHOWING THE BURIAL DEPTH,
 FOUNDATION BASE MATERIAL, AND BACKFILLING FOR SUPPORT
 AND STABILIZATION OF THE TANK.
  
  
 2) LS.0.0, A1.1.1, P1.01, & P1.1: SECOND REQUEST TO
 SHOW DRINKING FOUNTAINS FOR THE GROUND FLOOR LOBBY,
 OFFICE AND STORAGE AREAS, AND TO PROVIDE PLUMBING
 PIPING AND ACCESSIBILITY COMPLIANCE DETAILS. PLEASE
 NOTE THE REQUIRED DRINKING FOUNTAINS CANNOT BE MORE
 THAN ONE STORY ABOVE THE TENANT SPACE- TABLE 403.1 &
 SEC. 403.5 FBC P, SEC. 211.1 & 602.1 FBC ACC.
  
 3) LS.0.0, LS.07.1, A1.7.1 & P1.7.1: SECOND REQUEST TO
 SHOW THE DRINKING FOUNTAIN LOCATIONS ON THE 6TH FLOOR
 AND TO PROVIDE PLUMBING PIPING AND ACCESSIBILITY
 COMPLIANCE DETAILS-- TABLE 403.1 & SEC. 403.5 FBC P,
 SEC. 211.1 & 602.1 FBC ACC. IF THE FIXTURES WILL BE
 INSTALLED BY FUTURE TENANT PLEASE PLACE A NOTE ON THE
 PLAN.
  
 4) A1.8.1- A1.11.1 & P1.8.1- P1.11.1: SECOND REQUEST TO
 SHOW THE LOCATIONS OF THE REQUIRED DRINKING FOUNTAINS
 LOCATIONS ON THE PLANS FOR THE 7TH- 11TH FLOORS AND
 PROVIDE PLUMBING PIPING AND ACCESSIBILITY COMPLIANCE
 DETAILS- - TABLE 403.1 & SEC. 403.5 FBC P, SEC. 211.1 &
 602.1 FBC ACC. IF THE FIXTURES WILL BE INSTALLED BY
 FUTURE TENANT PLEASE PLACE A NOTE ON THE PLAN.
  
 5) A9.2.1: SECOND REQUEST- SEC. 213.2(4) FBC ACC
 REQUIRES A MINIMUM OF 50% OF THE CLUSTERED TOILET ROOMS
 FOR EACH USE TO BE ACCESSIBLE. THE PLAN SHOWS TWO
 ACCESSIBLE SINGLE USER TOILET ROOMS FOR FAMILY USE
 WHICH ARE ACCEPTABLE SUBSTITUTIONS FOR MALE AND FEMALE
 USE HOWEVER THREE WATER CLOSETS FOR EACH SEX ARE
 REQUIRED BY THE CALCULATIONS. THERE ARE SIX SINGLE USER
 TOILET ROOMS IN THE CLUSTER BUT ONLY .33 % ARE
 ACCESSIBLE. WHERE MULTIPLE SINGLE USER TOILET ROOMS ARE
 CLUSTERED AT A SINGLE LOCATION, NO MORE THAN 50 PERCENT
 OF THE SINGLE USER TOILET ROOMS FOR EACH USE AT EACH
 CLUSTER SHALL BE REQUIRED TO COMPLY WITH 603. THE
 FAMILY
  
 10) P1.01, P4.02: SECOND REQUEST. ELEVATOR SUMP PUMP
 DISCHARGES SHALL BE INDIRECTLY CONNECTED TO THE
 PLUMBING SYSTEM- SEC. 3002.9 FBC B, SEC. 712.3.5 FBC P.
 AN INDIRECT WASTE RECEPTOR IS REQUIRED FOR INDIRECT
 WASTE DISPOSAL- SEC. 802.3 FBC P. IT DOES NOT APPEAR
 THAT THE WASTE RECEPTOR FD-2 IS IN PROXIMITY OF THE
 INDIRECT WASTE PIPE OUTLETS TO PREVENT SPLASHING OR
 FLOODING OF THE ROOM- SEC. 802.4.1 FBC P.
  
 12) P1.01: SECOND REQUEST. QUAD CLOSE BARRIER-TYPE TRAP
 SEALS ARE SPECIFIED ON SHEET P5.02. PLEASE CORRECT THE
 PLUMBING EQUIPMENT SCHEDULE ON P6.0.1 SPECIFYING MIFAB.
  
 14) P1.01: SECOND REQUEST. POOL WASTEWATER DISCHARGING
 INTO HD-1 SHALL BE DECHLORINATED AND THEN BE DRAINED
 VIA HD-1 INTO THE STORM SYSTEM. THE WATER FEATURE IS
 UNDER A SEPARATE PERMIT HOWEVER THE CURRENT PLAN DOES
 NOT SHOW THE WATER FEATURE WASTEWATER DRAINAGE AND
 DISCHARGE LOCATION. PLEASE BE ADVISED THAT THE
 WASTEWATER SHALL NOT DISCHARGE INTO THE SANITARY SYSTEM
 IN ACCORDANCE WITH SEC. 90-126(5) WPB CODE OF
 ORDINANCES. REVIEW THE INFORMATION BELOW:
 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 OWNER'S
 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].
  
 17) P1.01 NOTE 1: SECOND REQUEST TO INDICATE THE TYPE
 OF BACKFLOW PREVENTER ASSEMBLY TO BE INSTALLED- SEC.
 608.3 FBC P, AND SECS. C, D, & E WPB CROSS-CONNECTION
 CONTROL MANUAL. PLEASE PROVIDE AN EQUIPMENT SCHEDULE
 AND NOTE THAT IT SHALL BE INSTALLED UNDER A SEPARATE
 PERMIT- REFERENCE COMMENT #1 ABOVE. PLEASE NOTE BF1 IN
 THE SCHEDULE IS A DCVA AND NOT AN RPZ REQUIRED FOR
 POTABLE WATER SERVICE.
  
 18) P1.1.5M NOTE 11, P4.1.1: SECOND REQUEST TO PROVIDE
 FULL-OPEN SHUT OFF VALVES AT THE BASES OF THE 2-INCH
 AND 3-INCH WATER RISERS- SEC. 606.1(4) FBC P. PLEASE
 SEE SHEET P4.1.2 AND PROVIDE BV-1 SYMBOL AT THE BASES
 OF THE 3-INCH AND 1-INCH CW RISERS. PLEASE SUBMIT SHEET
 P4.1.5 CALLED OUT AT THE TOP OF THE 3-INCH RISER.
  
 19A) SECOND REQUEST TO PROVIDE HW AND HWR PIPING
 INSULATION DETAILS- TABLE C403.2.10 FBC EC. NO
 SPECIFICATIONS HAVE BEEN PROVIDED.
  
 21) P1.7.1 & A9.1.3: SECOND REQUEST TO PROVIDE
 ACCESSIBILITY DETAILS FOR THE BFS-1- SEC. 211.2 FBC
 ACC. PLEASE SHOW THE CLEAR FLOOR SPACE DIAGRAM AND
 DIMENSIONS FOR FORWARD OR SIDE APPROACH TO THE STATION,
 AND AN ELEVATION DETAIL SHOWING COMPLIANCE WITH SECS.
 306, 308, & 309. SUBMIT MANUFACTURER'S SPECIFICATIONS
 FOR THE STATION.
  
 24) P1.9.1, P1.11.1, P6.01: SECOND REQUEST TO INDICATE
 THE TYPE OF BACKFLOW ASSEMBLIES (BFP-1) TO BE INSTALLED
 AND VERIFY ACCESS WILL BE PROVIDED TO THE DEVICES-
 TABLE 608.3 FBC P. REFER TO COMMENT #1 ABOVE AND PLACE
 A NOTE INDICATING A SEPARATE PERMIT WILL BE REQUIRED-
 SEC. 105.1 & 107.2.1 WPB. THE REVISED P6.0.1 PLAN
 INDICATES A DCVA, HOWEVER AN RPZ IS REQUIRED PER SEC D
 OF THE WPB CROSS CONNECTION MANUAL- IRRIGATION SYSTEMS
 ARE CONSIDERED HIGH HAZARD TO THE POTABLE WATER SYSTEM.
  
 25) P1.12.1, P2.01: SECOND REQUEST. THE PLAN APPEARS TO
 SHOW FD-2 WILL BE DRAINING ROOF RUNOFF/STORMWATER INTO
 THE SANITARY SYSTEM WHICH IS PROHIBITED- SEC. 90-126(5)
 WPB CODE OF ORDINANCES. PLEASE PROVIDE A DETAIL SHOWING
 THE COVERED FD-2. AND CLARIFY WHAT LIQUIDS/WASTES WILL
 BE DRAINING INTO THE SANITARY VIA THE DRAIN- SEE SECS.
 803.1 & 803.2 FBC P.
  
 27) P4.01, P4.02, P4.03, P4.04: SECOND REQUEST TO
 PROVIDE VENT STACKS FOR THE CORE DRAINAGE STACKS (SEE
 OVERALL SANTARY RISER- 1/P4.0.3) - SEC. 904.2 FBC P.
 THE STACKS SHALL CONNECT AT THE BASES OF THE DRAINAGE
 STACKS- SEC. 904.4.
  
 32) P2.01: SECOND REQUEST TO SHOW THE TYPE OF BACKFLOW
 PREVENTER TO BE INSTALLED ON THE MAKEUP WATER SUPPLY
 LINE TO PROTECT THE POTABLE WATER- SEC. 608.3 FBC P,
 AND SECS. C, D, & E WPB CROSS- CONNECTION CONTROL
 MANUAL. REFER TO COMMENT #1 FOR PERMITTING
 REQUIREMENTS.
  
 NEW COMMENT- SHEET P4.03: PROVIDE A VENT FOR THE 4-INCH
 DRAINAGE STACK OFFSET- PLEASE SEE SECS. 907.1, 907.2 &
 P07.3 FOR COMPLIANCE INFORMATION.
  
 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 2022-06-10 Cont ID  
Sent By ccole Date 2022-06-10 Time 14:04 Rev Time 0.00
Received By ccole Date 2022-06-08 Time 15:14 Sent To  
Notes
2022-06-10 14:05:331ST REVIEW FBC-2020 PLUMBING
 PERMIT- 22050714
 6/8/9/2022
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET LS.0.0: PROVIDE ON THE PLANS A LIST OF
 SEPARATE PERMITS INCLUDING, BUT NOT LIMITED TO- POTABLE
 WATER SERVICE AND FIRE LINE BACKFLOW PREVENTERS, FIRE
 LINE, FIRE SPRINKLERS, FIRE PUMP, GREASE INTERCEPTOR,
 THE WATER FEATURE, AND THE EMERGENCY GENERATOR.
  
 PLEASE NOTE DUE TO A CHANGE IN PROCESS, THE BACKFLOW
 AND GREASE INTERCEPTOR PERMITS ARE REQUIRED TO BE
 SUBMITTED PRIOR TO ISSUANCE OF THE PRIMARY PERMIT. YOU
 CAN SUBMIT AN APPLICATION "TBD" (TO BE DETERMINED) IF
 YOU DO NOT HAVE A CONTRACTOR SELECTED BY EMAILING A
 COMPLETED PERMIT APPLICATION 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 APPLICATION IS 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) LS.0.0, A1.1.1, P1.01, & P1.1.1- GROUND PLUMBING
 FIXTURE CALCULATIONS:
 A) WHAT DOES THE SYMBOL 1(X4) INDICATE? IT IS SHOWN AS
 THE PROVIDED NUMBER OF WATER CLOSETS AND LAVATORIES FOR
 THE GROUND FLOOR. IS THIS SUPPOSED TO BE A (*4) SYMBOL
 AS SHOWN IN THE FOOTNOTES?
 B) THE CALCULATIONS DO NOT INCLUDE THE OCCUPANTS OF THE
 LOBBY OR THE TERRACE- TABLE 403.1 FBC P.
 C) THE CAFE APPEARS TO BE MISLABELED AS KITCHEN. A CAFE
 TYPICALLY HAS SPACE FOR DINING AND/OR WAITING AND THE
 PLAN APPEARS TO SHOW THE AREA WILL ACCOMMODATE MORE
 THAN JUST 2 OCCUPANTS. PLEASE LABEL THE PLANS ACCORDING
 TO THE USE OF THE SPACE AND REVISE THE FIXTURE
 CALCULATIONS PER TABLE 403.1 FBC P.
 D) ONE SINGLE OCCUPANT TOILET ROOM (115) IS SHOWN THE
 GROUND FLOOR PLANS WHICH WILL NOT PROVIDE THE REQUIRED
 NUMBER OF PLUMBING FIXTURES FOR THE OCCUPANTS OF ALL
 THE GROUND FLOOR AREAS AND USES. NO INFORMATION FOR
 FUTURE RESTROOMS HAS BEEN PROVIDED IN THE FOOTNOTES-
 TABLE 403.1 FBC P.
 E) PLEASE SEE SECS. 403.2 & 403.3 AND IDENTIFY TOILET
 ROOM (115) AS MALE, FEMALE OR UNISEX, AND ALSO INDICATE
 PUBLIC OR EMPLOYEE USE OR BOTH. THE PLAN SHOWS PUBLIC
 ACCESS TO THE TOILET ROOM WOULD BE THROUGH A SERVICE
 CORRIDOR WHICH APPEARS TO BE NON-COMPLIANT WITH SEC.
 403.3.1 FBC P.
 G) THE FOOTNOTES INDICATE FUTURE DRINKING FOUNTAIN BUT
 NOT THE REQUIRED SERVICE SINK. PLEASE PROVIDE THE
 LOCATION OF THE FIXTURE ON THE PLANS- TABLE 403.1 FBC
 P.
 H) PLEASE PROVIDE A TARGET NOTE AT ADA (115) THAT
 REFERENCES THE PLAN SHEET WHERE ENLARGED FBC ACC
 DRAWINGS AND DETAILS ARE PROVIDED- SEC. 107.2.1 WPB.
  
 3) LS.0.0, A1.7.1 & P1.7.1: PLEASE SHOW THE PROVIDED
 NUMBER OF FIXTURES IN THE SCHEDULE FOR THE 6TH FLOOR-
 TABLE 403.1 FBC P. THE FIXTURE CALCULATIONS SHOW 5
 WATER CLOSETS EACH REQUIRED FOR MALE AND FEMALE USE
 HOWEVER THE FLOOR PLANS SHOW ONLY 3 FOR EACH HAS BEEN
 PROVIDED- TABLE 403.1 FBC P.
 A) PLEASE LABEL THE TOILET ROOMS AS EITHER MALE OR
 FEMALE IN ACCORDANCE WITH SECTION 403.2 FBC P.
 B) SHOW THE LOCATION OF THE REQUIRED DRINKING FOUNTAINS
 ON THE PLANS AND PROVIDE PLUMBING PIPING DETAILS- TABLE
 403.1 FBC P. PLEASE NOTE THE DRINKING FOUNTAINS SHALL
 BE ACCESSIBLE IN ACCORDANCE WITH SECS. 211.1 & 602.1
 FBC ACC.
 C) A9.1.3: PLEASE CLEARLY SHOW THE CLEAR FLOOR SPACE
 DIAGRAMS AND DIMENSIONS FOR THE ACCESSIBLE WATER
 CLOSETS, LAVATORIES, AND SHOWERS- SECS. 604.3 & 606.2
 FBC ACC.
 D) A9.1.3: PROVIDE A DETAIL SHOWING THE HEIGHTS OF THE
 ACCESSIBLE LAVATORY SINK RIMS OR COUNTER SURFACES FROM
 THE FINISHED FLOORS- SEC. 606.3.
 E) A9.1.3: PROVIDE A DETAIL SHOWING THE KNEE AND TOE
 CLEARANCES FOR THE ACCESSIBLE LAVATORIES- SEC. 606.2.
 F) A9.1.3: SHOW THE WIDTH AND DEPTH MEASUREMENTS OF THE
 ROLL IN SHOWERS- SEC. 608.2.2
 G) A9.1.3: SHOW THE HEIGHTS OF THE SHOWER CONTROLS,
 FAUCETS AND SHOWER SPRAY UNIT MEASURED FROM THE
 FINISHED FLOORS OF THE SHOWERS- SEC. 608.5.2.
 H) A.9.1.3: PROVIDE A THRESHOLD DETAIL- SEC. 608.7.
  
 4) A1.8.1- A1.11.1 & P1.8.1- P1.11.1: SHOW THE
 LOCATIONS OF THE REQUIRED DRINKING FOUNTAINS ON THE
 PLANS AND PROVIDE PLUMBING PIPING DETAILS- TABLE 403.1
 FBC P. PLEASE NOTE THE DRINKING FOUNTAINS SHALL BE
 ACCESSIBLE IN ACCORDANCE WITH SECS. 211.1 & 602.1 FBC
 ACC.
  
 5) A9.2.1: SEC. 213.2(4) FBC ACC REQUIRES A MINIMUM OF
 50% OF THE CLUSTERED TOILET ROOMS TO BE ACCESSIBLE. THE
 PLAN APPEARS TO SHOW 33.3%
  
 6) A9.2.1: PLEASE PROVIDE THE FOLLOWING DETAILS FOR THE
 ACCESSIBLE TOILET ROOMS PER FBC ACC.
 A) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 WATER CLOSETS- SEC. 604.3.
 B) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 LAVATORIES- SEC. 606.2.
 C) TURNING SPACE DIAMETERS- SEC. 304.3.
 D) HEIGHTS OF THE LAVATORY SINK RIM OR COUNTER SURFACE
 FROM THE FINISHED FLOOR- SEC. 606.3.
 E) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SEC.
 606.2
  
 7) SHEETS C4.1 & P1.0.1: THE CIVIL PLAN SHOWS AN 8-INCH
 SANITARY BUILDING DRAIN, AND THE PLUMBING PLAN SHOWS A
 6-INCH DRAIN. PLEASE CORRECT- SEC. 107.2.1 WPB.
  
 8) P1.01: PLACE A KEYNOTE AT THE SANITARY SEWER/WATER
 SERVICE PIPE CROSSOVER POINT INDICATING A SLEEVE WILL
 BE PROVIDED, AND PROVIDE A DETAIL FOR THE SLEEVE- SEC.
 603.2 FBC P.
  
 9) P1.01: PROVIDE FILL AND SUPPORT DETAILS FOR THE
 SANITARY/STORM PIPE AND STORM/SANITARY PIPE CROSSOVERS
 (NOTES 14 & 15)- SEC. 703.3 FBC P.
  
 10) P1.01, P4.02: IT APPEARS THE ELEVATOR SUMP PUMP
 DISCHARGES FROM (SP-1 & SP-2) WILL BE INDIRECTLY
 DRAINING INTO THE HD-1. PLEASE PROVIDE A KEYNOTE OR
 DETAIL TO IDENTIFY THE LOCATION- SEC. 3002.9 FBC B, AND
 SECS. 712.3- 712.3.5 FBC P. SHOW THE INDIRECT WASTE
 RECEPTOR FOR SP-3.
  
 11) P1.01, P6.0.1: THE PLAN SHOWS BACKWATER VALVES FOR
 THE UNDERGROUND STORM DRAINS. PLEASE INCLUDE THE VALVES
 IN THE SCHEDULE AND PROVIDE AN INSTALLATION DETAIL. IT
 APPEARS THE VALVES WILL NEED TO BE PROTECTED FROM
 VEHICULAR DAMAGE WITH HEAVY DUTY TRAFFIC LID COVERS-
 SECS. 305.7 & 714.1 FBC P
  
 12) P1.01: PROVIDE A NOTE AT THE EMERGENCY FLOOR DRAINS
 INDICATING THE TYPE OF TRAP SEAL PROTECTION TO BE
 PROVIDED- SEC. 1002.4.1.1. PLEASE NOTE THAT
 MANUFACTURER'S SPECIFICATIONS AND INSTALLATION
 GUIDELINES TYPICALLY PROHIBIT BARRIER-TYPE TRAPS TO BE
 USED ON GREASE LADEN FLOORS- SEC. 1002.4.1.4 FBC P.
  
 13) P1.01 & C3.2: SHOW THE MAIN 10-INCH STORM DRAIN
 PIPING CONTINUATIONS TO THE APPROVED PLACES OF
 DISPOSAL- SEC. 1101.2 FBC P.
  
 14) P1.01: THE WATER FEATURE IS UNDER A SEPARATE PERMIT
 HOWEVER THE CURRENT PLAN DOES NOT SHOW THE WATER
 FEATURE WASTEWATER DRAINAGE AND DISCHARGE LOCATION.
 PLEASE BE ADVISED THAT THE WASTEWATER SHALL NOT
 DISCHARGE INTO THE SANITARY SYSTEM IN ACCORDANCE WITH
 SEC. 90-126(5) WPB CODE OF ORDINANCES. REVIEW THE
 INFORMATION BELOW:
  
 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 OWNER'S
 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].
  
 15) P1.0.1: PLEASE RELOCATE THE DRAINAGE FROM THE FLOOR
 DRAIN IN THE OUTDOOR STORAGE TO THE STORM SYSTEM- SEC.
 90-126(5) WPB CODE OF ORDINANCES. REPLACE THE FD WITH
 AN AD.
  
 16) P1.01 FOUNDATION- P1.12.1 11TH FLOOR: WFU SYMBOLS
 ARE SHOWN CLEARLY ON THE PLAN, HOWEVER THERE ARE MANY
 OVAL AND CIRCLED NUMBER SYMBOLS THAT ARE NOT LABELED.
 SOME APPEAR TO BE INDICATING DFU'S. PLEASE LABEL THE
 SYMBOLS- SEC. 107.2.1 WPB.
  
 17) P1.01 NOTE 1: INDICATE THE TYPE OF BACKFLOW
 PREVENTER ASSEMBLY TO BE INSTALLED- SEC. 608.3 FBC P,
 AND SECS. C, D, & E WPB CROSS-CONNECTION CONTROL
 MANUAL. PLEASE PROVIDE AN EQUIPMENT SCHEDULE AND NOTE
 THAT IT SHALL BE INSTALLED UNDER A SEPARATE PERMIT-
 REFERENCE COMMENT #1 ABOVE.
  
 18) P1.1.5M NOTE 11, P4.1.1: PROVIDE FULL-OPEN SHUT OFF
 VALVES AT THE BASES OF THE 2-INCH AND 3-INCH WATER
 RISERS- SEC. 606.1(4) FBC P.
  
 19) P5.01 DETAIL 7: SHEETS P1.7.1- P1.12.1 SHOW THE
 MASTER TMV'S AND PIPING CONNECTIONS IN THE WATER HEATER
 DETAIL AND IN THE RISER DRAWINGS- SEC. 607.2.2 FBC P.
 A) PROVIDE HW AND HWR PIPING INSULATION DETAILS- TABLE
 C403.2.10 FBC EC.
  
 20) P1.7.1: PLEASE INCLUDE AP-1 IN THE PLUMBING FIXTURE
 SCHEDULE- SEC. 107.2.1 WPB.
  
 21) P1.7.1 & A9.1.3: PROVIDE ACCESSIBILITY DETAILS FOR
 THE BFS-1- SEC. 211.2 FBC ACC. PLEASE SHOW THE CLEAR
 FLOOR SPACE DIAGRAM AND DIMENSIONS FOR FORWARD OR SIDE
 APPROACH TO THE STATION, AND AN ELEVATION DETAIL
 SHOWING COMPLIANCE WITH SECS. 306, 308, & 309. SUBMIT
 MANUFACTURER'S SPECIFICATIONS FOR THE STATION.
  
 22) P1.7.1- P1.12.1, P4.1.1, P4.1.2, P4.1.3, P4.1.4:
 INDICATE HOW TEMPERED WATER WILL BE DELIVERED FROM THE
 LAVATORIES- SEC. 419.5 FBC P. PLEASE NOTE MIXING VALVES
 FOR TEMPERED WATER SHALL BE ASSE 1070 APPROVED- SEC.
 607.1.2.
  
 23) P1.7.1- P1.12.1: PROVIDE TRAP SEAL PROTECTION FOR
 THE FLOOR DRAINS- SEC. 1002.4.1.1 FBC P.
  
 24) P1.9.1, P1.11.1, P6.01: INDICATE THE TYPE OF
 BACKFLOW ASSEMBLIES (BFP-1) TO BE INSTALLED AND VERIFY
 ACCESS WILL BE PROVIDED TO THE DEVICES- TABLE 608.3 FBC
 P. REFER TO COMMENT #1 ABOVE AND PLACE A NOTE
 INDICATING A SEPARATE PERMIT WILL BE REQUIRED- SEC.
 105.1 & 107.2.1 WPB.
  
 25) P1.12.1, P2.01: THE PLAN APPEARS TO SHOW FD-2 WILL
 BE DRAINING ROOF RUNOFF/STORMWATER INTO THE SANITARY
 SYSTEM WHICH IS PROHIBITED- SEC. 90-126(5) WPB CODE OF
 ORDINANCES.
  
 26) P1.12.1, P2.01, P4.2.1, P.4.2.2: THE STORM RISER
 APPEARS TO SHOW AREAS H & I (204 GPM) DRAINING INTO A
 4-INCH VERTICAL DRAIN PIPE WHICH IS UNDERSIZED PER
 TABLE 1106.2 FBC P. TO HELP EXPEDITE THE REVIEW ON
 P4.2.1 PLEASE THE LABEL THE DRAINAGE AREAS SERVED AND
 GPM FLOW AT THE TOP OF EACH INDIVIDUAL RISER, AND THE
 ACCUMULATIVE GPM FLOW AT BASES OF THE RISERS. ON
 P.4.2.2 PLEASE SHOW THE GPM CONTINUATIONS FROM ABOVE
 AND THE TOTALS AT THE HORIZONTAL MAINS- SEC. 107.2.1
 WPB.
 A) PLEASE PROVIDE RD-1 & 2 INSTALLATION DETAILS AND
 SUBMIT MANUFACTURER'S SPECIFICATIONS- SEC. 1105.1 FBC
 P.
 B) PROVIDE THE SLOPE OF THE HORIZONTAL STORM PIPING-
 TABLE 1106.2.
  
 27) P4.01, P4.02, P4.03, P4.04: VENT STACKS ARE
 REQUIRED FOR THE CORE DRAINAGE STACKS AND THE FUTURE
 TENANT STACKS- SEC. 904.2 FBC P. THE STACKS SHALL
 CONNECT AT THE BASES OF THE DRAINAGE STACKS- SEC.
 904.4. THE RISER VENTING APPEARS TO BE NON-COMPLIANT.
 A) CONCERNING THE 4-INCH STACKS FOR THE FUTURE TENANTS,
 STACK-TYPE AIR ADMITTANCE VALVES SHALL BE PROHIBITED
 FROM SERVING AS THE VENT TERMINALS FOR VENT STACKS OR
 STACK VENTS THAT SERVE DRAINAGE STACKS HAVING MORE THAN
 SIX BRANCH INTERVALS- SEC. 918.3.2 FBC P.
  
 28) P1.01, P1.8.1, P1.10.1, P4.03, P4.04: PA-1 VALVES
 ARE SHOWN ON THE CORE RISERS AT THE 1ST, 7TH, AND 9TH
 LEVELS. PLEASE SHOW THEIR LOCATIONS ON SHEETS P.01,
 P1.8.1 & P1.10.1 AND VERIFY ACCESS WILL BE PROVIDED-
 SEC. 918.5 FBC P.
 A) PLEASE EXPLAIN THE PURPOSES OF THE PA-1 VALVE
 INSTALLATIONS ON THE CORE SANITARY STACKS- SEC. 107.2.1
 WPB.
  
 29) P1.7.1, P1.11.1: SHOW THE LOCATIONS OF THE PA-1 AND
 SV-1 VALVES AND VERIFY THAT ACCESS WILL BE PROVIDED-
 SEC. 918.5 FBC P. PLEASE EXPLAIN THE PURPOSES OF THE
 PA-1 VALVE INSTALLATIONS ON THE FUTURE TENANT STACKS-
 SEC. 107.2.1 WPB.
  
 30) P2.01, P4.03, P4.04: PLEASE SHOW THE LOCATIONS OF
 THE VENT STACK TERMINATIONS ON THE ROOF PLAN- SEC 904.3
 FBC P.
  
 31) P4.02, P6.01: THE SE-50 LABEL AT THE FPL SUMP PIT
 (SP-3) DOES NOT MATCH THE FIXTURE SCHEDULE- PLEASE
 CORRECT- SEC. 107.2.1 WPB.
  
 32) P2.01: SHOW THE 2-INCH WATER RISER LOCATION FOR THE
 SUPPLY LINE TO THE CHILLER, AND THE TYPE OF BACKFLOW
 PREVENTER TO BE INSTALLED TO PROTECT THE POTABLE WATER-
 SEC. 608.3 FBC P, AND SECS. C, D, & E WPB CROSS-
 CONNECTION CONTROL MANUAL. REFER TO COMMENT #1 FOR
 PERMITTING REQUIREMENTS.
  
 33) DEFERRED SUBMITTALS: PLEASE PROVIDE A LIST OF
 DEFERRED SUBMITTALS INCLUDING, BUT NOT LIMITED TO WATER
 HEATERS, EXPANSION TANKS, RECIRCULATION PUMPS, SUMP
 PUMPS, MASTER AND POINT OF USE THERMOSTATIC MIXING
 VALVES, TEMPERED WATER MIXING VALVES, INLINE BACKFLOW
 PREVENTERS, TRAP PRIMERS, WATER HAMMER ARRESTORS,
 ACCESSIBLE PLUMBING FIXTURES, AND ROOF AND OVERFLOW
 DRAINS- 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-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status N Date 2022-06-10 Cont ID  
Sent By ccole Date 2022-06-10 Time 14:22 Rev Time 0.00
Received By ccole Date 2022-06-09 Time 11:47 Sent To  
Notes
2022-06-10 14:23:28A SEPARATE PERMIT AND PLAN SUBMITTAL ARE REQUIRED FOR
 THE GREASE INTERCEPTORS.
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2022-06-10 Cont ID  
Sent By ccole Date 2022-06-10 Time 14:19 Rev Time 0.00
Received By ccole Date 2022-06-09 Time 11:46 Sent To  
Notes
2022-06-10 14:22:06A SEPARATE PERMIT AND PLAN SUBMITTAL ARE REQUIRED FOR
 THE IRRIGATION SYSTEMS.
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status P Date 2022-10-12 Cont ID  
Sent By aoliver Date 2022-10-12 Time 15:14 Rev Time 0.00
Received By aoliver Date 2022-10-12 Time 15:14 Sent To  
Notes
2022-10-12 15:14:47REVIEWED UNDER FOUNDATION PERMIT PER SH
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2022-07-18 Cont ID  
Sent By rmcphers Date 2022-07-18 Time 09:20 Rev Time 0.00
Received By rmcphers Date 2022-07-18 Time 09:20 Sent To  
Notes
2022-07-18 09:20:57ROOFING SYSTEM TO BE DEFERRED
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-10-06 Cont ID  
Sent By rmcphers Date 2022-10-06 Time 11:00 Rev Time 0.00
Received By rmcphers Date 2022-10-06 Time 11:00 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-09-26 Cont ID  
Sent By rmcphers Date 2022-09-26 Time 16:15 Rev Time 0.00
Received By rmcphers Date 2022-09-26 Time 16:15 Sent To  
Notes
2022-09-14 08:34:22MECHANICAL DIGITAL SIGNATURES APPROVED ME
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-07-18 Cont ID  
Sent By rmcphers Date 2022-07-18 Time 11:11 Rev Time 0.00
Received By rmcphers Date 2022-07-18 Time 11:11 Sent To  
Notes
2022-07-18 11:13:50SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS LS.03.1, LS.04.1, LS.09.1, LS.20.2 DO NOT
 SHOW AS DIGITALLY SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED 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).
  
2022-06-29 07:22:31ELECTIRCAL SIGNATURES APPROVED JLEAHY
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2022-07-18 Cont ID  
Sent By rmcphers Date 2022-07-18 Time 09:21 Rev Time 0.00
Received By rmcphers Date 2022-07-18 Time 09:21 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2022-09-29 Cont ID  
Sent By aaponte Date 2022-09-29 Time 15:30 Rev Time 0.00
Received By aaponte Date 2022-09-29 Time 15:30 Sent To  
Notes
2022-09-29 15:38:34PROVISO:
 1. THE SUBMITTAL OF A SEPARATE PERMIT WILL BE REQUIRED
 FOR LANDSCAPING AND IRRIGATION.
 2. AN AERIAL EASEMENT WILL BE REQUIRED FOR THE CANOPY
 OVER THE ALLEY BEFORE FINAL CO.
Review Stop Z ZONING
Rev No 1 Status F Date 2022-07-12 Cont ID  
Sent By aponte Date 2022-07-12 Time 10:15 Rev Time 0.00
Received By aaponte Date 2022-07-12 Time 09:53 Sent To  
Notes
2022-07-12 10:14:471. PLEASE COORDINATE WITH THE BANYAN BOULEVARD PROJECT
 FOR THE LOCATION OF THE LIGHT POLES. CONFIRM LOCATION
 IS CONSISTENT. MOVE POLES TO PLANTING AREAS IF THAT IS
 THE DESIGN LOCATION FOR THE BANYAN STREETSCAPE.
 COORDINATE WITH VLADIMIR JEANNIOT (561)-494-1107
 2. LIGHT POLES ALONG OLIVE AVENUE SHALL BE MOVED TOTHE
 PLANTING AREA, ALIGN WITH THE TREE PLACEMNT.
 3.PLEASE PROVIDE PHOTOMETRICS FOR THE GROUND FLOOR TO
 CONFIRM COMPLIANCE WITH REQUIRED 0.6 FOOTCANDLES ABOVE
 ONE FOOT AT THE CURB.
 4. FURTHER DISCUSSION IS NEEDED FOR THE MATERIALS
 PROPOSED ALONG THE SIDEWALK. PROJECT SHALL FIT IN THE
 LARGER DESIGN OF BANYAN BOULEVARD AND OLIVE AVENUE.
 5. PLEASE CONFIRM THE PROPOSED LIGHTING FOR THE GARAGE
 MEETS THE SITE PLAN APPROVAL CONDITION. PLEASE PROVIDE
 DETAILS FOR THE PROPOSED FIXTURES.
 6. PROPOSED STRUCTURE OVER ALLEY REQUIRES A RIGHT OR
 WAY AERIAL EASEMENT. PLEASE PROVIDE ADDITIONAL DETAILS.
 MINIMUM CLEARANCE FOR FIRE DEPARTMENT AND UTLITIES IS
 REQUIRED. PLEASE COORDINATE WITH BOTH DEPARTMENT AND
 THE ENGINEERIGN DEPARTMENT.
 7. PLEASE PROVIDE MORE INFORMATION ABOUT THE MECHANICAL
 SCREENING ON THE ROOF TOP. PROPOSED SCREENING IS 10"
 ABOVE THE MAXIMUM 20' PERMITTED FOR MECHANICAL. IF THE
 ELEMENT IS DESIGNED ABOVE A SIMPLE MECHANICAL AND
 BECOMES AN ARCHITECTURAL FEATURE IT CAN BE A MAXIMUM
 30' ABOVE THE 152' MAXIMUM ALLOWED.
 8. ALL CONDITIONS OF APPROVAL FOR THE SITE PLAN, DAC
 AND HISTORIC PRESERVATION BOARD ARE APPLICABLE. PLEASE
 CONFIRM COMPLIANCE.
 9. PLEASE PROVIDE A RESPONSE LETTER WITH RESUBMITTAL.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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