Plan Review Details - Permit 21080907
Plan Review Stops For Permit 21080907
Review Stop AD ADDRESSING
Rev No 4 Status P Date 2022-05-03 Cont ID  
Sent By cpuell Date 2022-05-03 Time 14:35 Rev Time 0.00
Received By cpuell Date 2022-05-03 Time 14:35 Sent To  
Notes
2022-05-03 14:36:31SUITE NUMBERS PRESENTED AND APPROVED, APPLICANT MIKE
 IZZO WILL NOTIFY ADDRESSING IF THE UNITS ARE TO BE
 SUBDIVIDED AT A LATER DATE.
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2022-03-11 Cont ID  
Sent By cpuell Date 2022-03-11 Time 16:17 Rev Time 0.00
Received By cpuell Date 2022-03-11 Time 16:17 Sent To  
Notes
2022-03-11 16:17:20PREVIOUS COMMENTS NOT ADDRESSED
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2022-02-01 Cont ID  
Sent By cpuell Date 2022-02-01 Time 15:38 Rev Time 0.00
Received By cpuell Date 2022-02-01 Time 15:38 Sent To  
Notes
2022-02-01 15:39:28ADDRESS ESTABLISHED, UNIT ADDRESSES NEED TO BE
 ESTABLISH FOR ALL FLOORS EXEMPT THE GROUND FLOOR.
 PLEASE EMAIL [email protected] OR CALL 561-805-6659 TO
 ESTABLISH UNIT ADDRESSES.
  
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-11-05 Cont ID  
Sent By cpuell Date 2021-11-05 Time 16:09 Rev Time 0.00
Received By cpuell Date 2021-11-05 Time 16:09 Sent To  
Notes
2021-11-05 16:11:15INCORRECT PCN. MIKE IZZO REACHED OUT PROPOSED THE
 FOLLOWING ADDRESSES:
 162 LAKEVIEW AVE ? RETAIL SPACE A
 180 LAKEVIEW AVE ? MAIN ENTRANCE (PRIMARY ADDRESS FOR
 PROJECT)
 184 LAKEVIEW AVE ? RETAIL SPACE B
 828 CHASE ST ? LOBBY
 155 OKEECHOBEE BLVD ? OFFICE/READING ROOM
  
  
 WAITING TO HEAR BACK, PLEASE CONTACT [email protected] OR
 CALL 561-805-6659 TO DISCUSS ADDRESSING ISSUES.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2022-04-27 Cont ID  
Sent By scwelter Date 2022-04-27 Time 12:36 Rev Time 0.00
Received By scwelter Date 2022-04-27 Time 12:39 Sent To  
Notes
2022-04-27 12:39:281% HAS BEEN ESCROWED. LOCATION FOR PUBLIC ART HAS BEEN
 IDENTIFIED. ARTIST HAS BEEN SELECTED. ART PROPOSAL MUST
 BE REFLECTED ON THE SITE PLAN.
 QUESTIONS CONTACT [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-09-06 Cont ID  
Sent By rmcphers Date 2022-09-06 Time 08:40 Rev Time 0.00
Received By rmcphers Date 2022-09-06 Time 08:39 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2022-08-23 Cont ID  
Sent By rmcphers Date 2022-08-23 Time 10:38 Rev Time 0.00
Received By rmcphers Date 2022-08-23 Time 10:38 Sent To  
Notes
2022-08-23 10:39:24PRIVATE PROVIDER AUDIT ONLY
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-07-15 Cont ID  
Sent By rmcphers Date 2022-07-15 Time 09:24 Rev Time 0.00
Received By rmcphers Date 2022-07-14 Time 15:57 Sent To  
Notes
2022-07-15 09:24:24NEW 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) DRAWING G-011 - STAIRWELLS SHOULD NOT HAVE THE NOTES
 - " FLOOD VENTS", " AREA BELOW THE DFE BUT ABOVE THE
 BFE" - I BELIEVE THAT ALL THE STAIRWELLS HAVE BEEN
 RAISED TO THE DFE.
  
 2) DRAWING G-011 - RED LINE DRAWN FOR THE "WALLS
 ENGINEERED FOR FLOOD LOADS" - SHOULD INCLUDE THE
 EXTERIOR WALL ALONGSIDE THE EXTERIOR RAMP WHERE THE FF
 INSIDE IS ALSO LOW - (COULD THE FLOOD DOOR BE USED AS
 THE EXTERIOR DOOR? WHICH WILL DO AWAY WITH FLOOD VENTS
 AND USING 2 FLOOD DOORS.)
  
 3) DRAWING LS-118 - THE FIRE SERVICE ELEVATOR LOBBY -
 PART OF THE WALLS DO NOT SHOW AS FIRE RATED.
  
 4) DRAWING G-006 - BUILDING ZONING DATA - FLOOD ZONE
 SHOWN IS INCORRECT.
  
 5) DRAWING LS-101 - STAIR "C" SHOWS A WALL IN THE PATH
 OF EGRESS - AND IT IS UNCLEAR AS TO WHAT THE EXTERIOR
 DOOR OPENS TO (STAIR?).
  
 6) DRAWING A-031 - STAIR FLOOR SLAB ELEVATIONS SHOULD
 MATCH ELEVATIONS SHOWN ON DRAWING G-011.
  
 7) DRAWING A-733 - DETAIL 2 - STAIR "C" FF NEEDS TO
 MATCH G-011
  
 8) DRAWING A-233 - DETAIL 2 - STAIR "C" FF NEEDS TO
 MATCH G-011
  
 9) DRAWING A-356 - DETAIL 3 - NEEDS TO MATCH DRAWING
 G-011
  
 10) DRAWING A - 357 - STAIR "D" - DETAIL 1 - NEEDS TO
 MATCH DRAWING G-011
  
 11) PLEASE PROVIDE PRODUCT APPROVALS, ICC VALUATIONS OR
 ENGINEERING TEST REPORTS FOR THE FLOOD VENTS AND FLOOD
 DOORS - OTHER THAN MANUFACTURES DATA.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-08-23 Cont ID  
Sent By mpeterso Date 2022-08-23 Time 12:36 Rev Time 0.00
Received By mpeterso Date 2022-08-22 Time 12:21 Sent To  
Notes
2022-08-23 12:37:24PRIVATE PROVIDER AUDIT ONLY
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-07-25 Cont ID  
Sent By mpeterso Date 2022-07-25 Time 08:02 Rev Time 0.00
Received By mpeterso Date 2022-07-14 Time 15:40 Sent To  
Notes
2022-07-25 08:07:34MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
  
 CODES IN EFFECT:
  
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
  
 1) PLEASE CORRECT INCONSISTENT TRANSFORMER RATING AND
 OVERCURRENT PROTECTION BETWEEN PANELS 2M5 AND 4M5 ON
 SHEET E 704. IN ADDITION, FED FROM NOMENCLATURE, IS
 INCORRECT ON PANEL SCHEDULE 2M5. FBC 107.2
 2) THERE APPEARS TO BE DISCREPANCIES IN THE ONE LINE
 RISER DIAGRAM DETAILING, ATS ELEVATOR PARKING, NORMAL
 FEED, FROM MAIN 4 ON SHEET E 503, MAIN 1 ON SHEET E 501
 AND DB 1 SHEET E 703. PLEASE CORRECT AS APPLICABLE. FBC
 107.2
 3) RISER DIAGRAM DETAILS 250 Y CONDUCTORS FED FROM 800
 AMP BREAKER FOR ATS ELEV-PARKING ON SHEET E-501. PLEASE
 CORRECT AS APPLICABLE. NEC 215.5
 4) RISER DIAGRAM ON SHEET E-503 DETAILS A 600 AMP RATED
 TRANSFER SWITCH, ATS-O-RESTAURANT, FED FROM A 800 AMP
 BREAKER FROM MAIN 2 ON SHEET E-501 AND A 600 AMP
 BREAKER FROM ESB SWITCHBOARD, ON SHEET E-503. PLEASE
 CORRECT AS APPLICABLE. NEC 215.5
 5) PLEASE CORRECT INCONSISTENT TRANSFORMER RATING AND
 OVERCURRENT PROTECTION BETWEEN PANELS 4P2 AND 2P2. FBC
 107.2
 6) PLEASE CORRECT INCONSISTENT TRANSFORMER RATING AND
 OVERCURRENT PROTECTION BETWEEN PANELS 2F8A AND 4F8. FBC
 107.2
 7) PLEASE CORRECT INCONSISTENT TRANSFORMER RATING AND
 OVERCURRENT PROTECTION BETWEEN PANELS 2Q9 AND 4Q9. FBC
 107.2
 8) ESB SWITCHBOARD SCHEDULE DETAILS TWO FIRE PUMPS ON
 SHEET E-704, RISER DETAILS ONE FIRE PUMP CORRECT AS
 APPLICABLE. FBC 107.2
 9) PLEASE PROVIDE A LEGEND FOR SYMBOLS USED ON ONE LINE
 DIAGRAMS. SYMBOL FR AND G. FBC 107.2
 10) PLEASE PROVIDE DETAILS ON RISER DIAGRAMS SHOWING
 COMPLIANCE WITH NEC 215.10 AND 230.95 FOR 1000 AMP AND
 ABOVE EQUIPMENT GROUND FAULT PROTECTION. FBC 107.2
 11) PLEASE PROVIDE NOTES STATING ALL LOW VOLTAGE SYSTEM
 WIRING INCLUDING BUT NOT LIMITED TO, DATA, PHONE,
 ACCESS CONTROL, FIRE ALARM, BDA, REQUIRE SEPARATE
 PERMITS FOR EACH SYSTEM. ADDITIONALLY, GENERATORS,
 LIGHTNING PROTECTION, PV SYSTEMS, POOLS, SIGNS AND
 LANDSCAPE LIGHTING REQUIRE SEPARATE PERMITS.
 12) ELECTRIC ROOMS ON 2ND AND 3RD FLOOR DETAILS
 EQUIPMENT WITH OVERCURRENT DEVICES RATED 800 AMPS OR
 MORE. IT APPEARS THE DOORS DETAILED AT THESE ROOMS ARE
 NOT EQUIPPED WITH PANIC DOOR HARDWARE. NEC 110.26
 (3)(C)
 13) RISER DIAGRAM ON SHEET E-504 DETAILS CONDUCTORS
 FROM DOF TO OFFICE ATS AS 400Y. SHEET E- 503 DETAILS
 3000 Y CONDUCTORS. PLEASE CORRECT AS APPLICABLE. NEC
 215.5
 14) RISER DIAGRAM ON SHEET 503 DETAILS 400 Y CONDUCTORS
 FROM OFFICE ATS TO ESB SWITCHBOARD FED FROM 3000 AMP
 BREAKER. PLEASE CORRECT AS APPLICABLE. NEC 215.5
 15) RISER DIAGRAM ON SHEET E-503 DETAILS 400 Y
 CONDUCTORS FROM ATS OFFICE TO MAIN 1. SHEET E-501
 DETAILS 3000 Y CONDUCTORS FROM MAIN 1 TO ATS OFFICE.
 PLEASE CORRECT AS APPLICABLE. NEC 215.5
 16) PLEASE DETAIL DESTINATION OF LOAD SIDE CONDUCTORS
 FROM ALL ATS EQUIPMENT ON SHEET E-503. NEC 215.5
 17) PLEASE ENSURE TO CORRECT ANY PANEL SCHEDULES
 MISLABELED FROM THE ABOVE CORRECTIONS. NEC 215.5
 18) PLEASE PROVIDE DETAILS ON VERTICAL CONDUCTOR
 SUPPORTS. ALL APPLICABLE CONDUCTORS, IE, GENERATOR,
 ETC. NEC 300.19
 19) FEED BREAKER FOR PANEL 4P1, ON PANEL SCHEDULE FOR
 DPP, ON SHEET E-703, IS DETAILED AS 20 AMP. PANEL
 SCHEDULE 4P1 ON SHEET E 701 IS DETAILED AS A 400 AMP
 MAIN BREAKER PANEL. PLEASE CORRECT AS APPLICABLE. NEC
 215.5
 20) PLEASE PROVIDE ALL RATINGS FOR SWITCHBOARDS DMP,
 DQP ON SHEET E-703. NEC 215.5
 21) PANEL SCHEDULES DETAIL PANEL 4E2 WITH 400 AMP MAIN
 BREAKER FED FROM A 150 AMP BREAKER FROM PANEL DLS. IF
 THIS IS INCORRECT, PLEASE CORRECT AS APPLICABLE. NEC
 215.5
 22) FEED BREAKER FOR PANEL 4P4, ON PANEL SCHEDULE FOR
 DPP, ON SHEET E-703, IS DETAILED AS 20 AMP. PANEL
 SCHEDULE 4P4 ON SHEET E 701 IS DETAILED AS A 250-AMP
 BUS RATING WITH A 400 AMP MAIN BREAKER. PLEASE CORRECT
 AS APPLICABLE. NEC 215.5
 23) RISER SHEET E-504 DETAILS PANEL 4P7 BEING FED FROM
 PANELBOARD DPP. PANEL 4P7 IS NOT DETAILED IN PANEL
 SCHEDULE ON FOR DPP, SHEET E-703. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 24) PLEASE PROVIDE DETAILS ON MINI POWER CENTERS. NEC
 215.5
 25) DOF SWITCHBOARD SCHEDULE ON SHEET E 705 DETAIL 3000
 AMP BUSWAY FEED. RISER DIAGRAM ON SHEET E 504, DETAILS
 A 2000 AMP BUSWAY FEED. PLEASE CORRECT AS APPLICABLE.
 NEC 215.5
 26) PANEL SCHEDULES ON SHEET E-709 DETAIL PANELS BEING
 FED FROM 3000 AMP BUSWAY. RISER DIAGRAM ON SHEET E-504
 DETAILS A 2000 AMP BUSWAY FEEDING THESE PANELS. PLEASE
 CORRECT AS APPLICABLE. NEC 215.5
 27) PANEL SCHEDULES ON SHEET E-710 DETAIL PANELS BEING
 FED FROM 3000 AMP BUSWAY. RISER DIAGRAM ON SHEET E-504
 DETAILS A 2000 AMP BUSWAY FEEDING THESE PANELS. PLEASE
 CORRECT AS APPLICABLE. NEC 215.5
 28) TRANSFORMER ON PANEL SCHEDULE 2M19, SHEET E-711,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 29) TRANSFORMER ON PANEL SCHEDULE 2F20A, SHEET E-712,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 30) TRANSFORMER ON PANEL SCHEDULE 2F21A, SHEET E-712,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 31) PANEL SCHEDULE DETAILS PANEL 2F21A, SHEET E-712, AS
 250 BUS AMP RATING WITH A 400 AMP MAIN BREAKER. IF THIS
 IS INCORRECT, PLEASE CORRECT AS APPLICABLE. NEC 215.5
 32) TRANSFORMER ON PANEL SCHEDULE 2F22A, SHEET E-713,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 33) TRANSFORMER ON PANEL SCHEDULE 2M22, SHEET E-713,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 34) TRANSFORMER ON PANEL SCHEDULE 2F23A, SHEET E-713,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 35) PANEL SCHEDULE DETAILS PANEL 2F23A, SHEET E-712, AS
 250 BUS AMP RATING WITH A 400 AMP MAIN BREAKER. IF THIS
 IS INCORRECT, PLEASE CORRECT AS APPLICABLE. NEC 215.5
 36) TRANSFORMER ON PANEL SCHEDULE 4E23, SHEET E-713,
 INCORRECTLY DETAILED AS A T5. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 37) TRANSFORMER ON PANEL SCHEDULE 2F24A, SHEET E-714,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 38) PANEL SCHEDULE 4F24 DETAILS PANEL AS MLO FED FROM
 1000 AMP BUSWAY. IF THIS IS INCORRECT, PLEASE CORRECT
 AS APPLICABLE. NEC 215.5
 39) TRANSFORMER ON PANEL SCHEDULE 4Q24, SHEET E-714,
 DETAILS A T5. RISER DIAGRAM ON SHEET E 505 DETAILS A T4
 TRANSFORMER. PLEASE CORRECT AS APPLICABLE. NEC 215.5
 40) TRANSFORMER ON PANEL SCHEDULE 2Q24, SHEET E-714,
 INCORRECTLY DETAILED AS A T6. PLEASE CORRECT AS
 APPLICABLE. NEC 215.5
 41) PANEL SCHEDULE DETAILS PANEL 2Q24, SHEET E-714, AS
 400 BUS AMP RATING WITH A 400 AMP MAIN BREAKER. IF THIS
 IS INCORRECT, PLEASE CORRECT AS APPLICABLE. NEC 215.5
 42) PANEL SCHEDULE DETAILS PANEL 2MR, SHEET E-714, AS
 400 BUS AMP RATING WITH A 400 AMP MAIN BREAKER. IF THIS
 IS INCORRECT, PLEASE CORRECT AS APPLICABLE. NEC 215.5
 43) PANEL SCHEDULE DETAILS PANEL 2QR, SHEET E-714, AS
 400 BUS AMP RATING WITH A 400 AMP MAIN BREAKER. IF THIS
 IS INCORRECT, PLEASE CORRECT AS APPLICABLE. NEC 215.5
 44) PLEASE ENSURE ALL RISERS AND PANEL SCHEDULES
 CONCUR. NEC 215.5
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2022-06-16 Cont ID  
Sent By vnoel Date 2022-06-16 Time 14:58 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2022-06-16 15:01:36PASSED. COMMENTS ARE BEING SENT TO ENGINEER FOR
 REVISIONS BUT DO NOT AFFECT THE BUILDING. AFTER
 APPROVAL, REVISED PLANS NEEDS TO UPLOADED INTO PERMIT.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2022-04-27 Cont ID  
Sent By rrossano Date 2022-04-27 Time   Rev Time 0.00
Received By rrossano Date 2022-04-27 Time   Sent To  
Notes
2022-04-27 07:46:43WHEN APPROVED ENGINEERING PLANS ARE RELEASED, UPLOAD TO
 BUILDING PERMIT.
  
 THANKS,
  
 RICK ROSSANO
 SENIOR PROJECT COORDINATOR
 CITY OF WPB ENGINEERING SERVICES
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-03-14 Cont ID  
Sent By rrossano Date 2022-03-14 Time   Rev Time 0.00
Received By rrossano Date 2022-03-14 Time   Sent To  
Notes
2022-03-14 12:16:49UNDER FORMAL ENGINEERING SUBMITTAL REVIEW E21080045.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-01-13 Cont ID  
Sent By rrossano Date 2022-01-13 Time   Rev Time  
Received By rrossano Date 2022-01-13 Time   Sent To  
Notes
2022-01-13 16:36:26UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2022-08-31 Cont ID  
Sent By pleduc Date 2022-08-31 Time   Rev Time 0.00
Received By pleduc Date 2022-08-31 Time 10:48 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2022-08-16 Cont ID  
Sent By pleduc Date 2022-08-16 Time   Rev Time 0.00
Received By pleduc Date 2022-08-15 Time 13:18 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-05-24 Cont ID  
Sent By pleduc Date 2022-05-24 Time   Rev Time 0.00
Received By pleduc Date 2022-05-24 Time 14:51 Sent To  
Notes
2022-05-24 15:29:38FIRE PROVISO:
 ANY PROPOSED BDA SYSTEM SHALL BE COORDINATED WITH MARK
 FILLA, PALM BEACH COUNTY,
 PUBLIC SAFETY RADIO SYSTEMS MANAGER, FOR ALL RADIO
 SIGNAL DETAILS, OUTBOUND SIGNAL
 STRENGTH AND ANTENNA DIRECTION, AS OUR RADIOS OPERATE
 ON THAT SYSTEM.
  
 THE SYSTEM CANNOT BE INSTALLED NOR TURNED ON WITHOUT
 HIS REVIEW AND APPROVAL.
  
 [email protected] 561-233-0837
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-03-22 Cont ID  
Sent By pleduc Date 2022-03-22 Time   Rev Time 0.00
Received By pleduc Date 2022-03-17 Time 15:09 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-01-10 Cont ID  
Sent By pleduc Date 2022-01-10 Time   Rev Time 0.00
Received By pleduc Date 2021-12-27 Time 15:29 Sent To  
Notes
2021-12-27 15:32:10THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE ARE INDICATIONS ON THE CIVIL SHEETS OF
 UNDEGROUND FIRE LINES, INCLUDING THE FDC & DDCV.
  
 ALL FIRE LINE UNDERGROUND WORK INCLUDING THE FDC & DDCV
 SHALL INSTALLED PER NFPA 24 AND UNDER SEPARATE PERMIT
 AND SHOP DRAWINGS .
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKNOWLEDGEMENT ON
 THE CIVIL SHEET C - 400.
  
  
  
 2) THERE ARE INDICATIONS OF AN ELECTIRC FIRE PUMP AND A
 GENERATOR; HOWEVER, THERE IS NO INDICATON THAT THE
 ELECTRIC FIRE PUMP WILL BE POWERED BY THE GENERATOR IN
 THE EVENT OF LOSS OF POWER.
  
 PER NFPA 20
  
 9.3 ALTERNATE POWER.
 9.3.1 EXCEPT FOR AN ARRANGEMENT DESCRIBED IN 9.3.3, AT
 LEAST
 ONE ALTERNATE SOURCE OF POWER SHALL BE PROVIDED WHERE
 THE
 HEIGHT OF THE STRUCTURE IS BEYOND THE PUMPING CAPACITY
 OF THE
 FIRE DEPARTMENT APPARATUS.
 9.3.2* OTHER SOURCES. EXCEPT FOR AN ARRANGEMENT
 DESCRIBED IN
 9.3.3, AT LEAST ONE ALTERNATE SOURCE OF POWER SHALL BE
 PROVIDED
 WHERE THE NORMAL SOURCE IS NOT RELIABLE.
 9.3.3 AN ALTERNATE SOURCE OF POWER FOR THE PRIMARY FIRE
 PUMP
 SHALL NOT BE REQUIRED WHERE A BACKUP ENGINE-DRIVEN FIRE
 PUMP,
 BACKUP STEAM TURBINE-DRIVEN FIRE PUMP, OR BACKUP
 ELECTRIC
 MOTOR?DRIVEN FIRE PUMP WITH INDEPENDENT POWER SOURCE
 MEETING
 9.2.2 IS INSTALLED IN ACCORDANCE WITH THIS STANDARD.
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKOWLEDGEMENT TO
 COMPLY ON THE LS, FP & GENERATOR SHEETS
  
  
 3) THERE ARE NO INDICATIONS OF A BDA SYSTEM
  
 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.
  
 PLEASE CONTACT MARK FILLA, PALM BEACH COUNTY PUBLIC
 SAFETY RADIO SYSTEMS MANAGER, AS OUR RADIOS OPERATE ON
 THEIR SYSTEM FOR DETAILED RADIO FREQUENCY AND
 INSTALLATION INSTRUCTIONS.
  
 THERE IS NO WAY TO DETERMINE IF YOUR BUILDING WOULD
 NEED IT OR NOT WITHOUT PROPER TESTING.
  
 SHOULD YOUR BUILDING NOT PASS THE TESTING/SURVEY, AN
 AMPLIFICATION SYSTEM WOULD BE REQUIRED.
  
 SHOULD YOUR BUILDING PASS THE TESTING/SURVEY I WOULD
 COME IN WITH OUR PORTABLE RADIOS AND CONDUCT AN
 OPERATIONAL TEST TO CONFIRM. IF THE PORTABLE RADIO TEST
 FAILS AN AMPLIFICATION SYSTEM IS REQUIRED.
  
 THE OWNER/CONTRACTOR WOULD BE RESPONSIBLE TO CONDUCT
 THE TESTING/SURVEY BY A QUALIFIED THIRD PARTY.
  
 A BDA PERMIT IS REQUIRED SEPARATE FROM ANY OTHER
 PERMIT.
  
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKOWLEDGEMENT TO
 COMPLY ON THE LS SHEET LS - 101.
  
  
  
 4) THERE IS NO RATIONAL ANALYSIS DOCUMENT THAT COULD BE
 REVIEWED FOR THE SMOKE CONTROL SYSTEM(S) APPLICABLE
 SEQUENCE OF OPERATION.
  
 THE SMOKE CONTROL SHEETS WERE REVIEWED; HOWEVER, THE
 INFORMATION PROVIDED ON THOSE SHEETS DOES NOT PROVIDE
 CLEAR INDICATIONS IN A LOGICAL ORDER.
  
 PLEASE REVIEW AND PROVIDE A DETAILED DOCUMENT FOR
 REVIEW.
  
  
  
 5) ON THE LIFE SAFETY SHEETS FLOORS 1 THRU 3 , THERE
 DOES NOT APPEAR TO BE AN EXIT SIGN WITHIN THE THE FSV
 OVER THE EXIT DOOR TO LEADING TO THE STAIRWELL.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 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 3 Status P Date 2022-09-02 Cont ID  
Sent By ccole Date 2022-09-02 Time 13:09 Rev Time 0.00
Received By ccole Date 2022-09-02 Time 11:47 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2022-08-24 Cont ID  
Sent By ccole Date 2022-08-24 Time 16:32 Rev Time 0.00
Received By ccole Date 2022-08-24 Time 10:56 Sent To  
Notes
2022-08-24 16:34:472ND REVIEW FBC-2020 FUEL GAS
 PERMIT- 21080907
 8/23/2022
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING 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
  
 FAILED AUDIT COMMENTS #3 & 5 ARE LISTED WITH NOTES IN
 CAPS ADDED FOR CLARIFICATION.
  
 3) FAILED. P-201- P-224: PLEASE PROVIDE NOTES AND
 DETAILS ON THE PLANS INDICATING THE LOCATIONS OF THE
 2-HR FIRE RATED CHASE SPECIFIED ON THE DRAWING- SEC.
 107.2.1 WPB. PLEASE NOTE THAT THE PIPING SHALL NOT
 PENETRATE INTO THE INTERIOR EXIT STAIRWAY- SEC. 1023.5
 FBC B. THE LOCATIONS ARE NOW SHOWN HOWEVER THE
 NARRATIVE RESPONSE REFERENCES DETAIL 12 ON A-714.
 DETAIL 12 SHOWS A SHAFT ENCLOSURE USING THE CONCRETE
 SLAB AS ONE SIDE AND NOT A FOUR-SIDED FRAMED VERTICAL
 CHASE AS THE PLANS APPEAR TO INDICATE. THE DETAIL ALSO
 REFERENCES MEP DRAWINGS FOR PIPE SUPPORT METHOD. I WAS
 NOT ABLE TO LOCATE A PIPE SUPPORT DETAIL FOR THE 4-INCH
 SCHEDULE 40 METAL PIPES.
  
 5) FAILED A & B. P-201 & P-802: THE DRAWINGS APPEAR TO
 SHOW THE LOW PRESSURE PIPE CONNECTION TO THE MAIN
 UPSTREAM OF THE 2 PSI PIPE CONNECTIONS TO THE
 GENERATORS. PLEASE REFER TO SECS. 5.5.1 & 7.9.7 NFPA
 110 AND PROVIDE AN ENLARGED DETAIL FOR THE GAS SERVICE
 ENTRANCE.
 A) SHOW THE GENERATOR GAS PIPES AND SHUT OFF VALVES
 WILL BE CONNECTED ON THE SUPPLY SIDE OF THE MAIN VALVE
 AND WILL BE MARKED AS SUPPLYING EMERGENCY GENERATORS-
 SEC 7.9.7 NFPA 110. AND SEC. 409.3.3 FBC FG.
 B) SHOW THE LOCATION OF THE LOW PRESSURE GAS PIPE
 CONNECTION, SHUT OFF VALVE, AND PRESSURE REGULATOR-
 SEC. 410.2 FBC FG.
 IN RESPONSE TO THE COMMENTS THE NARRATIVE STATES A GAS
 SERVICE ENTRANCE DETAIL IS SHOWN ON P-201 OR P-802
 HOWEVER THE DETAIL WAS NOT PROVIDED.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2022-07-18 Cont ID  
Sent By ccole Date 2022-07-18 Time 13:35 Rev Time 0.00
Received By ccole Date 2022-07-15 Time 07:50 Sent To  
Notes
2022-07-18 13:36:541ST REVIEW FBC-2020 FUEL GAS
 PERMIT- 21080907
 7/18/2022
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING 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
  
 GAS AUDIT. PLEASE REVIEW THE COMMENTS BELOW.
  
 1) SHEET P-802: THE 2 PSI PIPE SIZING TABLE 402.4(4)
 SPECIFIED IS A LOW-PRESSURE TABLE. PLEASE REMOVE AND
 REPLACE WITH EITHER TABLE 402.4(5) OR 402.4(6) FBC FG.
  
 2) P-802: USING THE LOW-PRESSURE SIZING TABLE 402.4(2)
 SPECIFIED, THE 2-INCH PIPE IS LIMITED TO 546 CFH AT 400
 FT. TOTAL DEVELOPED LENGTH. PLEASE INCREASE THE SIZE OF
 THE PIPE TO 4-INCH PER THE TABLE.
  
 3) P-201- P-224: PLEASE PROVIDE NOTES AND DETAILS ON
 THE PLANS INDICATING THE LOCATIONS OF THE 2-HR FIRE
 RATED CHASE SPECIFIED ON THE DRAWING- SEC. 107.2.1 WPB.
 PLEASE NOTE THAT THE PIPING SHALL NOT PENETRATE INTO
 THE INTERIOR EXIT STAIRWAY- SEC. 1023.5 FBC B.
  
 4) P-225 & P-802: SEPARATE PERMITS ARE REQUIRED FOR THE
 GENERATORS. PLACE NOTES ON THE PLANS ACCORDINGLY- SEC.
 105.1 & 107.2.1 WPB. PLEASE CLARIFY IF THE GENERATORS
 ARE FOR STANDBY AND EMERGENCY USE AND INDICATE WHICH
 BUILDING SYSTEM LOADS ARE BEING SUPPLIED BY THE UNITS-
 SECS. 403.8.3 & 403.4.8.4 FBC B.
  
 5) P-201 & P-802: THE DRAWINGS APPEAR TO SHOW THE LOW
 PRESSURE PIPE CONNECTION TO THE MAIN UPSTREAM OF THE 2
 PSI PIPE CONNECTIONS TO THE GENERATORS. PLEASE REFER TO
 SECS. 5.5.1 & 7.9.7 NFPA 110 AND PROVIDE AN ENLARGED
 DETAIL FOR THE GAS SERVICE ENTRANCE.
 A) SHOW THE GENERATOR GAS PIPES AND SHUT OFF VALVES
 WILL BE CONNECTED ON THE SUPPLY SIDE OF THE MAIN VALVE
 AND WILL BE MARKED AS SUPPLYING EMERGENCY GENERATORS-
 SEC 7.9.7 NFPA 110. AND SEC. 409.3.3 FBC FG.
 B) SHOW THE LOCATION OF THE LOW PRESSURE GAS PIPE
 CONNECTION, SHUT OFF VALVE, AND PRESSURE REGULATOR-
 SEC. 410.2 FBC FG.
  
 6) SUBMIT COMPLETE SPECIFICATIONS FOR THE GENERATORS-
 SEC. 616.1 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 HIST HISTORICAL
Rev No 1 Status N Date 2022-01-06 Cont ID  
Sent By amhamilt Date 2022-01-06 Time 14:11 Rev Time 0.00
Received By amhamilt Date 2022-01-06 Time 14:11 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2022-09-06 Cont ID  
Sent By rmcphers Date 2022-09-06 Time 08:40 Rev Time 0.00
Received By rmcphers Date 2022-08-31 Time 14:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2022-09-01 Cont ID  
Sent By shill Date 2022-09-01 Time 14:21 Rev Time 0.00
Received By shill Date 2022-08-30 Time 15:52 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2022-08-24 Cont ID  
Sent By ccole Date 2022-08-24 Time 16:35 Rev Time 0.00
Received By ccole Date 2022-08-16 Time 12:59 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2022-08-17 Cont ID  
Sent By shill Date 2022-08-16 Time 12:59 Rev Time 0.00
Received By shill Date 2022-08-06 Time 06:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2022-07-25 Cont ID  
Sent By shill Date 2022-07-25 Time 08:09 Rev Time 0.00
Received By shill Date 2022-07-05 Time 15:42 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2022-06-30 Cont ID  
Sent By shill Date 2022-06-30 Time 13:21 Rev Time 0.00
Received By shill Date 2022-06-25 Time 08:18 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2022-06-24 Cont ID  
Sent By shill Date 2022-06-24 Time 08:40 Rev Time 0.00
Received By shill Date 2022-06-16 Time 10:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2022-06-03 Cont ID  
Sent By shill Date 2022-06-03 Time 09:56 Rev Time 0.00
Received By shill Date 2022-05-31 Time 16:47 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-05-28 Cont ID  
Sent By shill Date 2022-05-28 Time 13:34 Rev Time 0.00
Received By shill Date 2022-05-19 Time 07:41 Sent To  
Notes
2022-05-21 13:17:10NEW ELECTRICAL EMERGENCY LIGHTING PAGES, FA PAGES
 SUBMITTED, ROUTED TO FIRE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2022-04-30 Time   Rev Time 0.00
Received By lmarchan Date 2022-04-27 Time 14:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-04-07 Cont ID  
Sent By shill Date 2022-04-07 Time 06:31 Rev Time 0.00
Received By shill Date 2022-03-11 Time 06:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-01-24 Cont ID  
Sent By lmarchan Date 2022-01-24 Time 11:54 Rev Time 0.00
Received By lmarchan Date 2021-12-23 Time 08:32 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-08-19 Cont ID  
Sent By shill Date 2022-08-19 Time 13:45 Rev Time 0.00
Received By shill Date 2022-08-19 Time 13:45 Sent To  
Notes
2022-08-19 13:45:51RECEIPT MU-2022-07094 - $747,548.73 PAID
 1/26/22 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-08-17 Cont ID  
Sent By dbattles Date 2021-08-17 Time 16:58 Rev Time 0.00
Received By dbattles Date 2021-08-17 Time 16:58 Sent To  
Notes
2021-08-17 16:59:26109 FBC[AMENDED] PLANS 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://DISCOVE
 R.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QU
 ESTIONNAIRE.PDF UPON APPROVAL AND FEE PAYMENT, PLEASE
 UPLOAD THE RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2022-08-22 Cont ID  
Sent By medwards Date 2022-08-22 Time 12:52 Rev Time 0.00
Received By medwards Date 2022-08-22 Time 12:51 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2022-07-13 Cont ID  
Sent By medwards Date 2022-07-13 Time 12:41 Rev Time 0.00
Received By medwards Date 2022-07-13 Time 12:41 Sent To  
Notes
2022-07-13 12:52:31PERMIT ? 21080907
 1ST CYCLE MECHANICAL AUDIT
  
  
 1) REVISE THE ENERGY CALCULATIONS TO LIST THE NUMBER OF
 STORIES IN THIS BUILDING. IT CURRENTLY STATES THE
 NUMBER OF STORIES AS 1. FBC 107.2.1
  
 2) THE ENERGY CALCULATIONS, PAGE 10 OF 64, LISTS A
 ERU-3. SHEET M-700 OF THE DRAWINGS DOES NOT LIST A
 ERU-3. EXPLAIN. FBC 107.2.1
  
 3) THERE SEEMS TO BE SEVERAL FCU?S LISTED ON THE ENERGY
 CALCULATIONS, BUT THEY ARE MISSING FROM THE FCU
 SCHEDULE ON SHEET M-701. EXPLAIN. FBC 107.2.1
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2022-07-15 Cont ID  
Sent By rmcphers Date 2022-07-15 Time 09:24 Rev Time 0.00
Received By rmcphers Date 2022-07-15 Time 09:24 Sent To  
Notes
2022-07-15 09:25:25SEE FOUNDATION 21080908
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-09-02 Cont ID  
Sent By ccole Date 2022-09-02 Time 13:10 Rev Time 0.00
Received By ccole Date 2022-09-02 Time 11:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-08-24 Cont ID  
Sent By ccole Date 2022-08-24 Time 15:00 Rev Time 0.00
Received By ccole Date 2022-08-24 Time 10:56 Sent To  
Notes
2022-08-24 15:04:242ND REVIEW FBC-2020 PLUMBING
 PERMIT- 21080907
 8/23/2022
  
 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
  
 PLUMBING PLAN AUDIT.
 FAILED COMMENTS FROM THE 1ST AUDIT ARE PRINTED BELOW
 WITH ADDITIONALS NOTES IN CAP LETTERS FOR
 CLARIFICATION. PLEASE REVIEW THE COIMMENTS BELOW AND
 NOTE THE FOLLOWING:
  
 DUE TO A RECENT CHANGE IN PROCESS, THE POTABLE WATER
 BACKFLOW PREVENTER , GREASE INTERCEPTOR, 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.
  
 2) FAILED ITEM 2B SHEET LS-101: BOH: B OCCUPANCY- 2
 WATER CLOSETS AND 2 LAVATORIES ARE REQUIRED- 1 EACH FOR
 MALE AND FEMALE USE. PLEASE NOTE SEPARATE FACILITIES
 FOR MALE AND FEMALE USE ARE REQUIRED- SEE SEC. 403.2.
 ITEM #4 AND CORRECT THE CALCULATIONS. REVISED SHEET
 LS-100: THE CALCULATIONS ARE NOT BROKEN DOWN PER GENDER
 AND INDICATE A DEFICIENCY OF 1 WATER CLOSET AND 1
 LAVATORY.
  
 12) FAILED. P-200: COMMENT #11 IS ALSO APPLICABLE TO
 THE OIL INTERCEPTOR. PROVIDE INSTALLATION DETAILS AND
 NOTES ON THE PLAN, AND SUBMIT MANUFACTURERS
 INSTALLATION GUIDELINES FOR HIGH WATER AND HYDROSTATIC
 PRESSURE CONDITIONS, AND FOR VEHICULAR LOAD PROTECTION.
 THE NARRATIVE RESPONSE INDICATES FLOWABLE FILL DETAILS
 ON P-504, HOWEVER THE DETAILS THERE ARE FOR THE SCHIER
 INTERCEPTOR. DETAILS FOR THE ZURN OIL INTERCEPTOR WHICH
 IS SHOWN ON P-505 ARE NOT PROVIDED.
  
 13) FAILED. P-200: PROVIDE RAIN WATER CISTERN
 INSTALLATION DETAILS AND NOTES ON THE PLAN AND SUBMIT
 MANUFACTURERS SPECIFICATIONS FOR THE TANK AND THE
 MANHOLE COVER. THE TANK AND COVER SHALL BE WATER TIGHT
 AND DESIGNED TO WITHSTAND HIGH WATER AND HYDROSTATIC
 PRESSURE CONDITIONS- SEC.- 309.2 FBC P AND SEC. 7.3.2
 ASCE 24-14. BASED ON THE RESPONSE NARRATIVE PLEASE
 IDENTIFY THE WATER TANK SHOWN ON THE PLAN AS A CONCRETE
 RAIN CISTERN. PLEASE SHOW THE LOCATION OF THE MANHOLE
 ON THE PLAN AND PROVIDE EITHER NOTES OR DETAILS
 VERIFYING THE COVER WILL BE MINIMUM 24-INCHES IN
 DIAMTER, WATER TIGHT, AND LOCKABLE- SECS. 1301.9.6 AND
 1303.12 FBC P. PLEASE NOTE THAT NON-POTABLE SIGNAGE IS
 REQUIRED PER SEC.- 1301.3.
  
 15) FAILED. P-200: A WASTE RECEPTOR IS NOT SHOWN IN THE
 TRASH COMPACTOR AREA. PLEASE REVIEW MANUFACTURER'S
 SPECIFICATIONS AND MAINTENANCE GUIDELINES. THE
 MANUFACTURER MAY RECOMMEND INSTALLATION OF A RECEPTOR
 AND DRAIN TO CONVEY HYDRAULIC FLUID AND OTHER LIQUID
 WASTES FROM THE COMPACTOR TO APPROVED PLACES OF
 DISPOSAL- SEC. 107.2.1 WPB. THE REVISED PLAN INDICATES
 KITTY LITTER WILL BE USED TO DISPOSE OF THE HYDRAULIC
 FLUID. KITTY LITTER DOES NOT APPEAR TO BE AN APPROVED
 METHOD FOR REMOVING HYDRAULIC FLUID FROM THE WASTE
 WATER. PLEASE SUBMIT THE REQUESTED MANUFACTURER'S
 SPECIFICATIONS FOR THE COMPACTOR AND REFER TO SEC.
 1003.1 FBC P- AN OIL INTERCEPTOR IS REQUIRED.
  
 18) FAILED ITEM C. P-200, P-803 & P-805:
 C) FAILED. P-805: SHOW THE LOCATION OF THE 6-INCH VENT
 STACK CONNECTION AT THE BASE OF THE 8-INCH SOIL STACK
 (SS/1)- SEC. 904.4 FBC P. THE 6-INCH VENT CONNECTION
 FOR THE 8-INCH SOIL STACK- SS/1 AT THE BASRE OF THE
 STACK IS NOT SHOWN ON P-805 OR P-200. ALSO MISSING IS
 THE REQUIRED VENT AT THE BASE OF SOIL STACK SS/2.
  
 19) FAILED. P-200, P-601, & P-801: PLEASE PROVIDE A
 SCHEDULE FOR THE DOMESTIC, FIRE, IRRIGATION, AND
 COOLING TOWER WATER SUPPLY BACKFLOW PREVENTERS SHOWN ON
 THE PLANS- SECS. C, D, & E WPB UTILITIES CROSS
 CONNECTION MANUAL. THE BF SCHEDULE ON P-601 INDICATES A
 DOUBLE CHECK VALVE BF FOR THE RESTAURANT POTABLE WATER
 HOWEVER AN RPZ IS REQUIRED PER THE WPB UTILITIES CROSS
 CONNECTION MANUAL
  
 21) FAILED A, B & E. P-501- FBC C P:
 A) FAILED. DETAIL 5- PROVIDE AN OVERFLOW DRAIN DETAIL-
 SECS. 1105.1 & 1108.1. AN OVERFLOW DRAIN WOULD BE
 DESIGNED TO HAVE THE INLET 2-INCHES ABOVE THE ROOF
 SURFACE. PLEASE REVIEW ZURN MANUFACTURER?S SPECS.
 B) FAILED. DETAIL 7- SHOW A MEANS OF THERMAL EXPANSION
 CONTROL FOR THE WATER HEATER- SEC. 607.3.THE EXPANSION
 TANK CONNECTION SHALL BE DOWNSTREAM OF THE CHECK VALVE.
 THE CURRENT LOCATION SHOWN IS UPSTREAM.
 E) FAILED. DETAIL 11- INDICATE HOW TEMPERED WATER WILL
 BE DELIVERED FROM THE LAVATORIES- SECS. 419.5 &
 607.1.2. THE WATER HEATER SHALL HAVE AN INTEGRAL ASSE
 1070 APPROVED TEMPERATURE LIMITING DEVICE IF USED AT
 THE LAVATORIES, OTHERWISE PROVIDE AN ASSE APPROVED
 MIXING VALVE FOR TEMPERED WATER DELIVERY.
  
 22) FAILED. P-208 & P-801: SHOW HW, HWR, & CW WATER
 SUPPLY BRANCH AND FIXTURE PIPING RUNS AND CONNECTIONS
 TO THE FIXTURES ON THE FLOOR PLAN, AND PROVIDE AN
 ENLARGED WATER RISER DRAWING- SECS.107.2.1 &
 107.3.5.1.3 WPB. REFER TO NOTE ON P-801. PROVIDE TRAP
 SEAL PROTECTION FOR THE FLOOR DRAINS- SEC. 1102.4.1 FBC
 P.
  
 23) FAILED. A- 101, 102, 103, 104, 108 & P-201, 202,
 203, 204, 208: LABEL THE BATHROOMS AND TOILETS ROOMS AS
 EITHER MALE, FEMALE, OR UNISEX- SEC. 403.2 FBC P.
 IDENTIFY THE LOCATIONS OF REQUIRED SERVICE SINKS AND
 DRINKING FOUNTAINS AND INCLUDE PIPING DETAILS- SEC.
 107.2.1 WPB. THE RESPONSE NARRATIVE INDICATES 1ST FLOOR
 DRINKING FOUNTAIN AT TARGET (01-303A) HOWEVER NO
 DRINKING FOUNTAIN SHOWN AT THAT LOCATION. REQUIRED
 DRINKING FOUNTAINS NOT SHOWN ON THE 4TH OR 8TH FLOORS.
 PLEASE NOTE THE DRINKING FOUINTAIN AT TARGET (02-128)
 ON A-102 IS PROTRUDING INTO THE CIRCULATION PATH- SEC.
 307.2 FBC ACC.
  
 24) FAILED. A-108: PROVIDE PLUMBING FIXTURE
 CALCULATIONS FOR THE 8TH FLOOR BATH AND TOILET ROOMS.
 PROVIDE A SCHEDULE THAT INDICATES THE REQUIRED AND
 PROVIDED NUMBER OF FIXTURES- TABLE 403.2 FBC P. PLEASE
 NOTE THAT DRINKING FOUNTAINS AND SERVICE SINKS ARE
 REQUIRED FIXTURES FOR A AND B OCCUPANCIES. IDENTIFY THE
 LOCATIONS AND PROVIDE PLUMBING PIPING DETAILS- SEC.
 107.2.1 WPB. DRINKING FOUNTAIN LOCATION AND PIPING
 DETAILS NOT PROVIDED.
  
 25) FAILED. A-660- A-108: ENLARGED DRAWINGS AND DETAILS
 FOR THE ACCESSIBLE 8TH FLOOR TERRACE SINGLE USER TOILET
 ROOMS NOT PROVIDED- SEC. 107.2.1 WPB. THE DIMENSIONS OF
 THE CLEAR FLOOR SPACES FOR THE FIXTURES NOT PROVIDED.
  
 26) FAILED. A-660 DETAILS 1 & 7: THE DIMENSIONS OF THE
 CLEAR FLOOR SPACES FOR THE WATER CLOSETS AND LAVATORIES
 ARE NOT SHOWN- SECS. 604.3 & 606.2 FBC ACC. DIMENSIONS
 SHOWN FOR THE WATER CLOSETS ARE INCORRECT. 60-INCHES
 WIDE X 56-INCHES DEEP CLEAR FLOOR SPACES REQUIRED.
  
 32) FAILED. 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, BACKFLOW PREVENTERS, TRAP PRIMERS, WATER HAMMER
 ARRESTORS, ACCESSIBLE PLUMBING FIXTURES, AND ROOF AND
 OVERFLOW DRAINS- SEC. 107.3.4.1 WPB. PLEASE PLACE THE
 LIST ON THE PLAN.
  
 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 2022-07-18 Cont ID  
Sent By ccole Date 2022-07-18 Time 11:25 Rev Time 0.00
Received By ccole Date 2022-07-14 Time 17:32 Sent To  
Notes
2022-07-18 11:29:191ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21080907
 7/15/2022
  
 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
  
 PLUMBING PLAN AUDIT.
 PLEASE REVIEW THE FOLLOWING COMMENTS.
  
 1) SHEET G-000 OR G-001: PROVIDE ON THE PLAN A LIST OF
 REQUIRED ITEMS TO BE UNDER SEPARATE PERMITS INCLUDING,
 BUT NOT LIMITED TO- BACKFLOW PREVENTERS, FIRE LINE,
 FIRE SPRINKLERS, FIRE PUMP, GREASE INTERCEPTOR,
 OIL/SAND INTERCEPTOR, EMERGENCY AND STANDBY GENERATORS,
 IRRIGATION, TRASH COMPACTOR, AND THE TENANT BUILDOUTS.
 PLEASE NOTE EACH REQUIRED BACKFLOW SHALL BE SEPARATELY
 PERMITTED INCLUDING THE BF DEVICES FOR THE POTABLE
 WATER SERVICE, FIRE LINE, IRRIGATION, AND THE COOLING
 TOWER.
 DUE TO A RECENT CHANGE IN PROCESS, THE BACKFLOW, GREASE
 INTERCEPTOR, 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.
  
 2) SHEET LS-101: THE PLUMBING FIXTURE CALCULATIONS ARE
 NOT IN COMPLIANCE WITH TABLE 403.2 FBC P.
 A) RETAIL A & B: M OCCUPANCIES- 2 WATER CLOSETS AND 2
 LAVATORIES ARE REQUIRED- 1 EACH FOR MALE AND FEMALE
 USE. PLEASE NOTE SEPARATE FACILITIES FOR MALE AND
 FEMALE USE ARE REQUIRED- SEE SEC. 403.2 ITEM #3 AND
 CORRECT THE CALCULATIONS.
 B) BOH: B OCCUPANCY- 2 WATER CLOSETS AND 2 LAVATORIES
 ARE REQUIRED- 1 EACH FOR MALE AND FEMALE USE. PLEASE
 NOTE SEPARATE FACILITIES FOR MALE AND FEMALE USE ARE
 REQUIRED- SEE SEC. 403.2. ITEM #4 AND CORRECT THE
 CALCULATIONS.
 C) READING ROOM: A OCCUPANCY- 2 WATER CLOSETS AND 2
 LAVATORIES ARE REQUIRED- 1 EACH FOR MALE AND FEMALE.
 PLEASE NOTE SEPARATE FACILITIES FOR MALE AND FEMALE USE
 ARE REQUIRED- SEE SEC. 403.2. DRINKING FOUNTAINS AND
 SERVICE SINKS ARE ALSO REQUIRED FIXTURES FOR THE
 READING ROOM. PLEASE CORRECT THE CALCULATIONS.
  
 3) SHEETS P-200 & P-805: THE COOLING TOWER DRAIN LINE
 IS LABELED A SANITARY LINE HOWEVER UNCONTAMINATED
 COOLING WATER IS PROHIBITED FROM DISCHARGING INTO THE
 CITY SANITARY SYSTEM PER SEC. 90-126 (5) WPB CODE OR
 ORDINANCES. PLEASE CONTACT THE WPB UTILITIES DEPT. FOR
 ASSISTANCE AT 561-494-1074.
  
 4) P-200: THE COOLING TOWER DRAIN LINE IS LABELED BOTH
 6-INCH AND 8-INCH ON THE PLAN- PLEASE CORRECT- SEC.
 107.2.1 WPB.
  
 5) P-200 & P-805: SHOW THE LOCATION OF THE FUTURE
 SANITARY LINE FOR RETAIL B ON SHEET P-805- SEC. 107.2.1
 WPB.
  
 6) P-200: SHOW THE TRENCH DRAIN PIPE POINT OF
 CONNECTION TO AN APPROVED PLACE OF DISPOSAL- SEC. 301.3
 FBC P.
  
 7) P-200 & P-805: PLEASE IDENTIFY THE WHAT FIXTURE OR
 EQUIPMENT DRAINAGE IS BEING CONVEYED FROM THE HUB DRAIN
 TO THE OIL INTERCEPTOR- SEC. 1003.4 FBC P. PLEASE SEE
 SEC. 1003.4.2.2 FBC P AND CLARIFY THE NEED FOR THE
 INTERCEPTOR AND THE CAPACITY WAS CALCULATED. WILL
 VEHICLES BE REPAIRED OR WASHED IN THE DOCK AREA?
  
 8) P-200: INDICATE THE TYPES OF SLEEVES FOR THE GREASE
 WASTE AND SANITARY LINE AND SUBMIT MANUFACTURERS
 SPECIFICATIONS AND INSTALLATION MANUAL FOR THE HEAT
 TRACE SYSTEM- SEC. 305.2 FBC P & SEC. 107.2.1 WPB.
 CLARIFY HOW THE SYSTEM WILL BE MADE WATER TIGHT PER THE
 NOTE ON THE PLAN- SEC. 309.2 FBC P.
  
 9) P-200: THE SLEEVE NOTE IN THE LOADING DOCK CALLS OUT
 A 6-INCH SANITARY HOWEVER THE ARROW POINTS TO AN
 8-INCH- PLEASE CLARIFY- SEC. 107.2.1 WPB.
  
 10) P-200: THE BUILDING IS BEING CONSTRUCTED IN AN AE
 FLOOD HAZARD ZONE. REFER TO SEC. 309.2 FBC P FLOOD
 HAZARD AND SEC. 7.3 ASCE 24-14: THE PLUMBING SYSTEMS,
 EQUIPMENT, FIXTURES AND OTHER COMPONENTS SYSTEM SHALL
 BE INSTALLED ABOVE THE DESIGN FLOOD ELEVATION HEIGHT,
 OR MEET THE EXCEPTION UNDER 309.2. PROVIDE NOTES ON
 G-011 THAT ARE APPLICABLE TO THE PLUMBING SYSTEMS.
 A) P-200: PROVIDE NOTES AND/OR DETAILS ON THE PLAN
 SHOWING COMPLIANCE WITH 7.3.1 ASCE 24-14: UNDERGROUND
 PIPING AND PLUMBING SYSTEMS SHALL BE BURIED TO A DEPTH
 SUFFICIENT TO PREVENT MOVEMENT, SEPARATION, OR LOSS DUE
 TO FLOODING AND EROSION UNDER DESIGN FLOOD CONDITIONS.
 B) P-200: OPENINGS IN THE PLUMBING SYSTEMS BELOW THE
 DESIGN FLOOD ELEVATION HEIGHT SHALL BE PROTECTED WITH
 AUTOMATIC BACKWATER VALVES. SHOW COMPLIANCE WITH NOTES
 AND DETAILS ON THE PLANS. IT APPEARS THAT THE TRENCH
 DRAIN AND HUB DRAIN OPENINGS IN THE LOADING DOCK AREA,
 AND THE FLOOR DRAIN IN THE PUMP ROOM ARE BELOW THE
 HEIGHT AND WILL REQUIRE THE VALVES- SEC. 714.1 FBC P.
  
 11) P-200: PROVIDE NOTES TO INDICATE THE GREASE
 INTERCEPTOR AND SOLIDS INTERCEPTOR WILL BE INSTALLED IN
 A WATER TIGHT CONCRETE VAULT WITH SEALED, WATER TIGHT
 MANHOLE COVERS- SEC. 309.2 FBC P AND SEC. 7.3.2 ASCE
 24-14. PROVIDE DETAILS ON THE PLAN AND MARKUP ALL
 APPLICABLE INSTALLATION DETAILS SHOWN ON P-504
 INCLUDING THE INSTALLATION OF A MINIMUM 8-INCH SLAB ON
 TOP OF THE VAULT.
  
 12) P-200: COMMENT #11 IS ALSO APPLICABLE TO THE OIL
 INTERCEPTOR. PROVIDE INSTALLATION DETAILS AND NOTES ON
 THE PLAN, AND SUBMIT MANUFACTURERS INSTALLATION
 GUIDELINES FOR HIGH WATER AND HYDROSTATIC PRESSURE
 CONDITIONS, AND FOR VEHICULAR LOAD PROTECTION.
  
 13) P-200: PROVIDE RAIN WATER CISTERN INSTALLATION
 DETAILS AND NOTES ON THE PLAN AND SUBMIT MANUFACTURERS
 SPECIFICATIONS FOR THE TANK AND THE MANHOLE COVER. THE
 TANK AND COVER SHALL BE WATER TIGHT AND DESIGNED TO
 WITHSTAND HIGH WATER AND HYDROSTATIC PRESSURE
 CONDITIONS- SEC.- 309.2 FBC P AND SEC. 7.3.2 ASCE
 24-14.
  
 14) P-200: VERIFY THE PUMPS HAVE ADEQUATE SEALS TO
 RESIST FLOOD WATER INTRUSION- SEC. 309.2 AND SEC. 7.3.3
 ASCE 24-14.
  
 15) P-200: A WASTE RECEPTOR IS NOT SHOWN IN THE TRASH
 COMPACTOR AREA. PLEASE REVIEW MANUFACTURER'S
 SPECIFICATIONS AND MAINTENANCE GUIDELINES. THE
 MANUFACTURER MAY RECOMMEND INSTALLATION OF A RECEPTOR
 AND DRAIN TO CONVEY HYDRAULIC FLUID AND OTHER LIQUID
 WASTES FROM THE COMPACTOR TO APPROVED PLACES OF
 DISPOSAL- SEC. 107.2.1 WPB.
 16) P-201: THERE APPEARS TO BE A DRAIN PIPE PENETRATING
 INTO EXIT STAIR B WHICH IS PROHIBITED PER SEC. 1023.5
 FBC B.
  
 17) P-805: THE 6-INCH SANITARY DRAIN PIPES APPEAR TO BE
 MISLABELED AS COOLING DRAINS WITH NOTES AT THE 4TH AND
 6TH FLOORS. ARE THESE NOTES MEANT TO INDICATE
 CONDENSATE DRAINS? FOR CLARITY PLEASE PROVIDE A
 SEPARATE CONDENSATE DISPOSAL RISER DRAWING, AND NOTE
 THAT CONDENSATE SHALL NOT DRAIN INTO THE SANITARY
 SYSTEM- SEC. 90-126 (5) WPB CODE OF ORDINANCES.
  
 18) P-200, P-803 & P-805:
 A) CORRECT THE 839 DFU TOTAL FOR THE 8-INCH (SS/3)
 SHOWN ON P-803. THE RISER ON P-805 SHOWS 155 DFU'S FOR
 THE PIPE- SEC. 107.2.1 WPB.
 B) HD-B IS MISLABELED AS THE 8-INCH COOLING TOWER DRAIN
 ON P-200. PLEASE CORRECT- SEC. 107.2.1 WPB.
 C) P-805: SHOW THE LOCATION OF THE 6-INCH VENT STACK
 CONNECTION AT THE BASE OF THE 8-INCH SOIL STACK (SS/1)-
 SEC. 904.4 FBC P.
 D) P-803: THE 6-INCH AND 4-INCH RELIEF VENTS NOTED ARE
 INCORRECTLY SIZED PER SEC. 908.1 FBC P. THE VENTS SHALL
 BE 3-INCH AND 4-INCH IN SIZE. PLEASE SHOW THE RELIEF
 VENT PIPE RUNS ON THE RISER.
 E) P-803: A 3-INCH RELIEF VENT IS REQUIRED ON LEVEL 5
 FOR THE 4-INCH STACK- SEC. 908.1 AND 908.2.
 F) P-803: SHOW THE LOCATIONS OF THE REQUIRED 6-INCH
 RELIEF VENTS FOR THE 6-INCH STACK (SS/1)- SEC. 908.1 &
 908.2.
  
 19) P-200, P-601, & P-801: PLEASE PROVIDE A SCHEDULE
 FOR THE DOMESTIC, FIRE, IRRIGATION, AND COOLING TOWER
 WATER SUPPLY BACKFLOW PREVENTERS SHOWN ON THE PLANS-
 SECS. C, D, & E WPB UTILITIES CROSS CONNECTION MANUAL.
  
 20) P-200 & P-804: THE STORM RISER DOES NOT SHOW THE
 VERTICAL RW DRAIN CONNECTIONS TO HORIZONTAL UNDERGROUND
 DRAINS INCLUDING THE 12-INCH RW CONNECTION TO THE MAIN
 15-INCH STORM DRAIN- SEC. 1101.2 FBC P.
  
 21) P-501- FBC C P:
 A) DETAIL 5- PROVIDE AN OVERFLOW DRAIN DETAIL- SECS.
 1105.1 & 1108.1.
 B) DETAIL 7- SHOW A MEANS OF THERMAL EXPANSION CONTROL
 FOR THE WATER HEATER- SEC. 607.3.
 C) DETAIL 7- THE HWR LINE SHALL MAKE CONNECTION INTO
 THE THERMOSTATIC MIXING VALVE- SEC. 607.2.2
 D) DETAIL 11- A DEDICATED SHUT OFF VALVE IS REQUIRED
 FOR SUPPLY LINE TO THE WATER HEATER- SEC. 503.1.
 E) DETAIL 11- INDICATE HOW TEMPERED WATER WILL BE
 DELIVERED FROM THE LAVATORIES- SECS. 419.5 & 607.1.2.
  
 22) P-208 & P-801: SHOW HW, HWR, & CW WATER SUPPLY
 BRANCH AND FIXTURE PIPING RUNS AND CONNECTIONS TO THE
 FIXTURES ON THE FLOOR PLAN, AND PROVIDE AN ENLARGED
 WATER RISER DRAWING- SECS.107.2.1 & 107.3.5.1.3 WPB.
 REFER TO NOTE ON P-801.
  
 23) A- 101, 102, 103, 104, 108 & P-201, 202, 203, 204,
 208: LABEL THE BATHROOMS AND TOILETS ROOMS AS EITHER
 MALE, FEMALE, OR UNISEX- SEC. 403.2 FBC P. IDENTIFY THE
 LOCATIONS OF REQUIRED SERVICE SINKS AND DRINKING
 FOUNTAINS AND INCLUDE PIPING DETAILS- SEC. 107.2.1 WPB.
  
 24) A-108: PROVIDE PLUMBING FIXTURE CALCULATIONS FOR
 THE 8TH FLOOR BATH AND TOILET ROOMS. PROVIDE A SCHEDULE
 THAT INDICATES THE REQUIRED AND PROVIDED NUMBER OF
 FIXTURES- TABLE 403.2 FBC P. PLEASE NOTE THAT DRINKING
 FOUNTAINS AND SERVICE SINKS ARE REQUIRED FIXTURES FOR A
 AND B OCCUPANCIES. IDENTIFY THE LOCATIONS AND PROVIDE
 PLUMBING PIPING DETAILS- SEC. 107.2.1 WPB.
  
 25) A-660- A-108: ENLARGED DRAWINGS AND DETAILS FOR THE
 ACCESSIBLE 8TH FLOOR TERRACE SINGLE USER TOILET ROOMS
 NOT PROVIDED- SEC. 107.2.1 WPB.
  
 26) A-660 DETAILS 1 & 7: THE DIMENSIONS OF THE CLEAR
 FLOOR SPACES FOR THE WATER CLOSETS AND LAVATORIES ARE
 NOT SHOWN- SECS. 604.3 & 606.2 FBC ACC.
  
 27) A-660 DETAILS 1 & 7: THE DIMENSIONS OF THE TURNING
 CIRCLES NOT SHOWN- SEC. 304.3 FBC ACC.
  
 28) A-660 & G-009- MISSING OR INCORRECT ACCESSIBLE
 BATHROOM DETAILS PER FBC ACC.
 A) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE
 WALLS- SEC. 604.2.
 B) HEIGHTS OF THE MIRRORS FROM THE FINISHED FLOORS TO
 THE REFLECTIVE SURFACES- SEC. 603.3
 C) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SECS. 604.5 & 609.4,
 FIGURES 604. NOTE: MEASUREMENTS SHOWN ARE NOT TO THE
 TOPS OF THE GRIPPING SURFACES.
 D) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SEC.
 606.2
 E) THE ACCESSIBLE TRANSFER SHOWERS SHALL BE 36 X 36
 INCHES CLEAR INSIDE DIMENSIONS- SEC. 608.2.1 WPB. THE
 PLAN SHOWS 48-INCH WIDE SHOWERS THAT ARE NOT IN
 COMPLIANCE.
 F) SHOW THE CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS
 FOR THE SHOWER- SEC. 608.2.1
 G) SHOW THE LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE ACCESSIBLE SHOWER- SECS. 608.3 AND
 608.3.1
 H) LOCATIONS OF CONTROLS, FAUCETS, AND SHOWER SPRAYS IN
 THE SHOWERS- SEC. 608.5.1.
 I) SHOWER SPRAY UNIT SPECIFICATIONS PER SEC. 608.6.
 J) ENLARGED ACCESSIBLE SHOWER SEAT DETAILS- SECS.
 610.3- 610.3.2.
  
 29) A-811: ACCESSIBLE VANITY SINK KNEE AND TOE SPACE
 CLEARANCES NOT SHOWN IN ACCORDANCE WITH SECS. & FIGURES
 306.2 & 306.3 FBC ACC.
  
 30) P-224: THE FCU 24-02 IS PROHIBITED FROM BEING
 INSTALLED IN THE INTERIOR EXIT STAIRWAY- SEC. 1023.5
 FBC P.
  
 31) PROVIDE A CONDENSATE DISPOSAL RISER- SEC.
 107.3.5.1.3 WPB.
  
 32) 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, 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 2022-07-18 Cont ID  
Sent By ccole Date 2022-07-18 Time 11:44 Rev Time 0.00
Received By ccole Date 2022-07-15 Time 08:03 Sent To  
Notes
2022-07-18 11:46:00SEPARATE PERMITS AND PLANS ARE REQUIRED FOR THE GREASE
 INTERCEPTOR AND SOLIDS INTERCEPTOR, AND THE OIL
 SEPARATOR.
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2022-07-18 Cont ID  
Sent By ccole Date 2022-07-18 Time 11:46 Rev Time 0.00
Received By ccole Date 2022-07-15 Time 08:04 Sent To  
Notes
2022-07-18 11:46:56A SEPARATE PERMIT AND PLANS ARE REQUIRED FOR THE
 IRRIGATION SYSTEM.
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 9 Status P Date 2022-09-01 Cont ID  
Sent By shill Date 2022-09-01 Time 09:39 Rev Time 0.00
Received By shill Date 2022-09-01 Time 09:39 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 8 Status P Date 2022-08-20 Cont ID  
Sent By shill Date 2022-08-19 Time 06:27 Rev Time 0.00
Received By shill Date 2022-08-17 Time 12:58 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 7 Status P Date 2022-07-12 Cont ID  
Sent By shill Date 2022-07-12 Time 15:29 Rev Time 0.00
Received By shill Date 2022-07-12 Time 15:23 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 6 Status F Date 2022-06-30 Cont ID  
Sent By shill Date 2022-06-30 Time 10:06 Rev Time 0.00
Received By shill Date 2022-06-30 Time 10:06 Sent To  
Notes
2022-06-30 10:28:42FS553.791, AFFIDAVIT IS NOT CONSISTENT WITH THE
 DOCUMENTS UPLOADED, AND IT DOES NOT APPEAR THAT ALL
 REQUIRED PAGES WERE SUBMITTED.
  
 FOR INSTANCE, THE FOLLOWING PAGES ARE ON THE INDEX BUT
 WERE NOT UPLOADED TO PROJECTDOX AND ARE NOT INCLUDED IN
 THE AFFIDAVIT. IT APPEARS THAT LIFE SAFETY PAGES AND
 THE MISSING STRUCTURAL PAGE ARE REQUIRED, UNCLEAR IF
 OTHER PAGES ARE REQUIRED.
  
 LS-116 TOWER - SIXTEENTH FLOOR PLAN - EMR (APPEARS TO
 BE REQUIRED)
 LS-117 TOWER - SEVENTEENTH FLOOR PLAN - EMR (APPEARS TO
 BE REQUIRED)
 A-405 FIFTH FLOOR - REFLECTED CEILING PLAN
 A-406 SIXTH FLOOR - REFLECTED CEILING PLAN
 A-540A EXTERIOR WALL TYPE 01 - TEE ALTERNATE
 A-631 ELEVATOR LOBBY
 A-800 TYPICAL LOBBY DETAILS
 S-127 MECHANICAL DUNNAGE FRAMING (APPEARS TO BE
 REQUIRED)
  
 THE FOLLOWING PAGES WERE UPLOADED, ARE INCLUDED IN THE
 INDEX, BUT I WAS UNABLE TO LOCATE THEM ON THE
 AFFIDAVIT:
  
 A-415 TYPICAL MID RISE REFLECTED CEILING PLAN
 A-421 TYPICAL HIGH RISE REFLECTED CEILING PLAN
  
 A-821 WAS NOT UPLOADED TO PROJECTDOX BUT IS ON THE
 AFFIDAVIT.
  
 PLEASE CHECK ALL. THIS MAY NOT BE A COMPLETE LIST. THE
 AFFIDAVIT IS TO INCLUDE ALL FBC ITEMS WITH THE REVISION
 DATE OF THE PLAN PAGES UPLOADED. THE SUBMITTAL IS TO
 INCLUDE ALL DOCUMENTS REQUIRED TO DEMONSTRATE CODE
 COMPLIANCE. ALL PAGES LISTED ON THE AFFIDAVIT ARE
 REQUIRED TO BE UPLOADED OR, IF NOT NECESSARY, REMOVED
 FROM THE AFFIDAVIT.
  
  
  
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 5 Status F Date 2022-06-24 Cont ID  
Sent By shill Date 2022-06-24 Time 08:25 Rev Time 0.00
Received By shill Date 2022-06-23 Time 13:25 Sent To  
Notes
2022-06-23 13:52:36FS553.791, AFFIDAVIT REVIEW:
  
 1. SHEETS A-003, A-004, A-780 HAVE DATES THAT DO NOT
 MATCH THE AFFIDAVIT.
  
 2. SHEET A-365, A-613, A-625, A-661 ARE 75%
 CONSTRUCTION DOCUMENTS, SUBMIT 100% DRAWING. DATES DO
 NOT MATCH THE AFFIDAVIT.
  
 3. SHEET A-545 WAS UPLOADED TWICE WITH TWO DIFFERENT
 NAMES SO THE FILE DID NOT VERSION PROPERLY. EACH FILE
 NAME SHOULD BE UNIQUE SO IT CORRESPONDS WITH THE PAGE
 LISTED ON THE AFFIDAVIT.
  
 4. SHEET A-821 WAS REMOVED FROM THE AFFIDAVIT (WAS
 PREVIOUSLY ON AFFIDAVIT, NOT IN PROJECTDOX), BUT IS
 STILL ON THE INDEX.
  
 5. REVIEW FROM 5/28, COMMENT #7 DOES NOT APPEAR TO BE
 ADDRESSED:
  
 UNABLE TO LOCATE AN AFFIDAVIT FOR FIRE ALARM, TELECOM,
 SECURITY DRAWINGS.
  
 6. PLEASE CHECK ALL.
  
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 4 Status F Date 2022-06-03 Cont ID  
Sent By shill Date 2022-06-03 Time 07:14 Rev Time 0.00
Received By shill Date 2022-06-01 Time 07:46 Sent To  
Notes
2022-06-02 17:09:176/3 - REVIEW OF AFFIDAVIT WILL BE DONE AFTER APPLICANT
 HAS UPLOADED ALL PLANS TO SATISFY OUTSIDE ENTITIES AND
 AFTER ENGINEERING, FIRE, ZONING HAVE APPROVED THOSE
 PLANS/THEIR REVIEWS. THERE ARE CURRENTLY TWO DIFFERENT
 VERSIONS OF CIVIL PLANS UPLOADED SO IT IS NOT CLEAR
 WHAT ENGINEERING, FIRE, ZONING REVIEWED. THE MULTIPAGE
 PDF WAS UPLOADED IN A MANNER THAT MADE THE SUBMITTAL
 EXTREMELY DIFFICULT TO FIND. THE NEW ENGINEERING PLAN
 WAS UPLOADED AFTER ZONING PASSED THE REVIEW ON 4/8 BUT
 BECAUSE THE OLD CIVIL PAGES WERE NOT SUPERSEDED AS
 REQUIRED, IT WAS NOT ROUTED TO ZONING AND FIRE REVIEW.
 YOU CANNOT HAVE TWO DIFFERENT VERSIONS/DESIGNS OF THE
 SAME PAGES UPLOADED TO PROJECTDOX.
  
  
 ******************************************************
 6/1 - AFFIDAVIT REVIEW IN PROGRESS (NOT COMPLETE)
  
 1. THIS PROJECT CANNOT GO TO BUILDING DIVISION AUDIT
 UNTIL THE ENGINEERING ISSUE IS RESOLVED. ENGINEERING
 PASSED THE REVIEW WITH PROVISO TO UPLOAD THE APPROVED
 ENGINEERING PLANS. THERE ARE 28 CIVIL PAGES UPLOADED TO
 PROJECTDOX THAT ARE OUTDATED (PER ENGINEERING). THEY
 WERE UPLOADED IN MARCH AND ARE NOT THE APPROVED PLANS.
 A MULTIPAGE PDF (30 PAGES) WAS UPLOADED TO THE DRAWINGS
 FOLDER RATHER THAN SUPPORTING DOCS. DUE TO THE NAME
 THAT THE FILE WAS NAMED (APPROVED ENGINEERING PLANS),
 THIS FILE WAS NUMBER 765 IN THE DRAWINGS FOLDER IN
 PROJECTDOX. THIS DOES NOT MEET ENGINEER'S PROVISO AND
 WAS ALSO NOT SEEN BY ZONING AND FIRE. ZONING PASSED THE
 PROJECT ON 4/8, THE NEW ENGINEERING PLANS UPLOADED ON
 4/27.
  
 2. SEE PREVIOUS LIST, A-821 IS NOT IN PROJECTDOX, NOT
 ON THE AFFIDAVIT, BUT IT IS INCLUDED IN THE INDEX.
  
  
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 3 Status F Date 2022-05-28 Cont ID  
Sent By shill Date 2022-05-28 Time 13:34 Rev Time 0.00
Received By shill Date 2022-05-24 Time 10:45 Sent To  
Notes
2022-05-28 13:34:37****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FS553.791, AN ACCURATE AFFIDAVIT IS REQUIRED PRIOR TO
 BUILDING DIVISION AUDIT.
  
 1. ELECTRICAL AFFIDAVIT LACKS THE NAME OF THE DESIGN
 PROFESSIONAL.
 2. E-339.A DATE ON THE PLAN DOESN'T MATCH THE
 AFFIDAVIT. PLAN UPLOADED IS 75%. ALL DOCUMENTS SHOULD
 BE 100% CONSTRUCTION DRAWINGS.
 3. MECHANICAL PAGES APPEAR OK BUT AFFIDAVIT LACKS THE
 NAME OF THE DESIGN PROFESSIONAL, VERIFY ALL.
 4. M703 WAS UPLOADED TO PROJECTDOX, BUT LOCKED AT
 APPLICANT'S REQUEST. PLEASE REQUEST THAT ALL LOCKED
 FILES BE DELETED. IT APPEARS THAT THESE ARE SOME FILES
 THAT SHOULD BE DELETED:
 A405, A406, A420
 248 WIND DIAGRAMS (DUPLICATE, NOT LOCKED)
 5. S-012 WAS UPLOADED TWICE, ONCE INCORRECTLY NAMED,
 REQUEST THAT IT BE DELETED.
 6. A-821, A-415, A-421 ARE NOT ON THE AFFIDAVIT, UNABLE
 TO LOCATE IN PROJECTDOX.
 7. UNABLE TO LOCATE AN AFFIDAVIT FOR FIRE ALARM,
 TELECOM, SECURITY DRAWINGS.
 8. CHECK ALL, THIS LIST MAY NOT BE A COMPLETE LIST OF
 ALL ERRORS/DISCREPANCIES.
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 2 Status F Date 2022-05-01 Cont ID  
Sent By shill Date 2022-04-30 Time   Rev Time 0.00
Received By shill Date 2022-04-30 Time   Sent To  
Notes
2022-04-30 19:27:13****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FS553.791, AN ACCURATE AFFIDAVIT IS REQUIRED PRIOR TO
 BUILDING DIVISION AUDIT.
  
 1. G000 IS LISTED ON THE BUILDING AFFIDAVIT, UNABLE TO
 LOCATE IN THE SUBMITTAL. (OTHER G SHEETS ON AFFIDAVIT
 OK)
 2. A365 ON AFFIDAVIT IS A DIFFERENT DATE THAN WHAT WAS
 UPLOADED. THE FILE UPLOADED IS A 75% DRAWING. THIS
 COMMENT ALSO APPLIES TO OTHERS INCLUDING A405, A406,
 A420, A545. CHECK ALL.
 3. A545, TWO VERSIONS OF THE SAME PAGE WAS UPLOADED.
 PLEASE VERSION PLANS CORRECTLY AND CONTACT
 [email protected] TO REMOVE PAGES THAT NEED TO BE
 DELETED. CHECK ALL.
 4. M703 IS NOT INCLUDED IN THE AFFIDAVIT AND IS A 75%
 DRAWING.
 5. ELECTRICAL AFFIDAVIT STATES THERE ARE 140 PAGES, 142
 ARE ON THE LIST.
 5. 142 ELECTRICAL PAGES ARE ON THE AFFIDAVIT, 133 PAGES
 WERE UPLOADED. A FEW EXAMPLES OF MISSING PAGES: E339.A,
 E339.B, E340.A, E340.B. CHECK ALL.
 6. I WAS UNABLE TO LOCATE AFFIDAVITS FOR ALL PAGES, FOR
 EXAMPLE FA, TC, SE PAGES.
 7. PLUMBING AFFIDAVIT APPEARS OK, BUT PLEASE VERIFY.
 8. S-012 IS NOT NAMED PROPERLY IN PROJECTDOX, PLEASE
 UPLOAD FILE PROPERLY NAMED AND REQUEST TO HAVE THE
 PREVIOUSLY UPLOADED PAGE DELETED (EMAIL
 [email protected]).
 9. I WAS UNABLE TO LOCATE SHEET S-413 IN PROJECTDOX BUT
 IT IS INCLUDED ON THE STRUCTURAL AFFIDAVIT.
 10. SHEET S-600 WAS UPLOADED TO PROJECTDOX BUT IS NOT
 INCLUDED ON THE AFFIDAVIT.
 11. CHECK ALL, THIS LIST MAY NOT BE A COMPLETE LIST OF
 ALL ERRORS/DISCREPANCIES.
 12. COURTESY NOTICE - THIS PROJECT HAS A FAILED
 ADDRESSING REVIEW. NOTE THAT THE PERMIT CARD WILL NOT
 PRINT WITH A FAILED REVIEW, PLEASE RESOLVE AT
 APPLICANT'S CONVENIENCE.
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status F Date 2021-08-19 Cont ID  
Sent By dbattles Date 2021-08-17 Time 16:53 Rev Time 0.00
Received By dbattles Date 2021-08-17 Time 16:53 Sent To  
Notes
2021-08-19 13:49:15PLEASE PROVIDE CERTIFICATE OF INSURANCE (COI)
 ALSO, PLEASE PROVIDE QUALIFICATIONS FOR REVIEWERS AND
 INSPECTORS WITH THEIR LICENSES.
  
 FOR PLAN REVIEW PROVIDE PRIVATE PROVIDER PLAN REVIEW
 COMPLIANCE AFFIDAVIT.
  
 UPLOAD ALL DOCUMENTS INTO THE SUPPORTING DOCUMENTS
 FOLDER.
  
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2022-07-15 Cont ID  
Sent By rmcphers Date 2022-07-15 Time 09:25 Rev Time 0.00
Received By rmcphers Date 2022-07-15 Time 09:25 Sent To  
Notes
2022-07-15 09:26:07ROOFING SYSTEM TO BE DEFERRED
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-09-02 Cont ID  
Sent By ccole Date 2022-09-02 Time 13:10 Rev Time 0.00
Received By ccole Date 2022-09-02 Time 13:10 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2022-07-15 Cont ID  
Sent By shill Date 2022-07-15 Time 09:26 Rev Time 0.00
Received By rmcphers Date 2022-07-15 Time 09:26 Sent To  
Notes
2022-07-15 09:27:00SEE FOUNDATION PERMIT 21080908
2022-06-03 07:24:50 
  
Review Stop Z ZONING
Rev No 2 Status P Date 2022-04-06 Cont ID  
Sent By aaponte Date 2022-04-06 Time 14:12 Rev Time 0.00
Received By aaponte Date 2022-03-11 Time 14:12 Sent To  
Notes
2022-04-06 14:57:45PROVISO:
 1. UTILITY LINES (STORM) ALONG LAKEVIEW AND OKEECHOBEE
 SHALL BE COORDINATED TO AVOID ANY CONFLICT WITH
 PROPOSED TREES.
 2. PARKING SPACE P14 ON THE 3RD FLOOR SHALL BE LABEL AS
 COMPACT SPACE.
 3. FINAL SPEC FOR THE LIGHT FIXTURES AND POLES ALONG
 THE STREET FRONTAGE SHALL BE COORDINATED AND APPROVED
 BY THE CITY AS A SEPARATE ELECTRICAL PERMIT.
 4. A TRANSPORTATION DEMAND MANAGEMENT AGREEMENT LISTING
 ALL TDM INITIATIVES REQUIRED FOR THE PROJECT SHALL BE
 APPROVED BY THE CITY BEFORE FINAL CO.
 5. PROJECT SHALL OBTAIN LEED SILVER CERTIFICATION.
 6. APPLICANT SHALL OBTAIN FDOT APPROVAL FOR ALL
 PROPOSED IMPROVEMENTS ON FDOT ROW ACCORDING WITH THE
 SITE PLAN.
 7. PROPERTY SHALL BE REPLATTED BEFORE FINAL CO.
 8. FINAL LOCATION OF THE TENDER HOUSE PARKING SHALL BE
 APPROVED BY THE CITY.
 9. PAYMENT FOR THE PARKING ABOVE MINIMUM ALLOWED IS
 REQUIRED (60 SPACES*862=$51,720 PER YEAR) .
  
Review Stop Z ZONING
Rev No 1 Status F Date 2022-01-24 Cont ID  
Sent By aaponta Date 2022-01-24 Time 11:48 Rev Time 0.00
Received By aaponte Date 2022-01-24 Time 11:48 Sent To  
Notes
2022-01-24 11:51:231. PLEASE CHECK CONFLICT WITH STORM LINE TO REMAIN
 ALONG LAKEVIEW AVENUE AND THE PROPOSED STREET TREES
 (SHEET C-200)
 2. PLEASE CHECK CONDLICT WITH STORM LINE ON SOUTH SIDE
 OF CHURCH AND THE PROPOSED TREES (SHEET C-400)
 3. PLEASE PROVIDE AN OUTLINE OF EXISTING ELEVATION OVER
 THE PROPOSED STREET SECTIONS TO COMPARE THE DIFFERENCE
 BETWEEN EXISTING SIDEWALK/CURB/PLANTING ELEVATION AND
 PROPOSED.
 4. SHEET C-702 SHALL BE RENAMED AS VALET OPERATIONS ARE
 NOT PERMITTED WITHIN THE PORTE COCHERE ALONG LAKEVIEW
 AVENUE.
 5. PLEASE DISCUSS THE POSSIBILITY TO EXTEND THE FLAGLER
 DRIVE MEDIAN TO PROVIDE BETTER PROTECTION TO
 PEDESTRIANS CROSSING FROM NE CORNER OF PROJECT. HIGH
 VISIBILITY PEDESTRIAN STRIPING SHALL BE PROVIDED. SHEET
 C-800.
 6. PLEASE EXPLAIN HOW THE DIAGRAM SHOWING OPEN/
 ENCLOSED AREA IN THE GARAGE (SHEET LS-001) WILL IMPACT
 THE LOCATION OF THE GREEN SCREEN WITH PLANT MATERIAL
 PROPOSED FOR THE GARAGE.
 7. PLEASE EXPLAIN HOW THE TWO SPACES NORTH OF THE RAMP
 ON THE 2ND FLOOR WORK. THEY DON'T SEEM TO HAVE A DRIVE
 AISLE.
 8. PLEASE DIMENSION THE PARKING GARAGE TO CONFIRM
 COMPLIANCE WITH DRIVE AISLE WIDTH AND PARKING SPACE
 WIDTH AND LENGHT.
 9. PLEASE REMOVE WHEEL STOPS FROM THE TANDEM PARKING
 SPACES.
 10. PLEASE INLCUDE CALL OUT MATERIALS ON FACADE
 DRAWINGS.
 11. AMOUNT OF LOVERS INCLUDED AT THE GROUND LEVEL
 DIFFERS FROM THE DAC APPROVAL. DAC APPROVAL INCLUDED
 SPANDREL GLASS TO HIDE UTILITY ROOM OR NON-ACIVE
 USES.PLEASE ADJUST OR JUSTIFY CHANGE.
 13. SECTIONS IN SHEET A-250, A-251 AND A-252 SHALL
 INCLUDE THE SIDEWALK ELEVATION, PLANTING AREA AND
 TRAVEL LANES.
 14. DAC APPROVAL INCLUDED A STEP DOWN DESIGN FOR THE
 RESTAURANT PATIO. PROPPOSED DESIGN IS A SINGLE LEVEL
 LOCATED 3'-6" ABOVE THE PARK LEVEL, BREAKING THE
 RELATIONSHIP BETWEEN THE RESTAURANT OUTDOOR DINING AND
 THE PARK ORIGINALLY PROPOSED.
 15. PLEASE PROVIDE SPEC DETAILS FOR FIXTURE ELC AND
 ELC2 SPECIFIED AS THE STREET FIXTURE (NOT LISTED IN
 SHEET E-330) . FURTHER DISCUSSION NEEDED REGARDING THE
 FIXTURES AND POLES TO MATCH SURROUNDING.
 16. PLEASE PROVIDE GENERAL PROJECT DATA INFORMATION ON
 THE SITE PLAN SHEET, INCLUDING SITE AREA, ALLOWABLE
 GBA, PROPOSED GBA FOR OFFICE, RESTAURAN + CHUCH,
 PARKING SPACES REQUIRED/PROVIDED PER NET AREA, BIKE
 PARKIGN REQUIRED/PROVIDED.
 17. PLEASE SUBMIT ZONING SUPPORTING INFORMATION TO
 CONFIRM COMPLIANCE WITH MINIMUM SETBACKS, MAX BUILDING
 FOOTPRINT, PLANAR BREAKS ETC (AS INCLUDED IN SITE PLAN
 APPROVAL).
 18. A SEPARATE LANDSCAPE PERMIT SHALL BE SUBMITTED
 INCLUDING ALL CALCULATIONS TO CONFIRM COMPLIANCE WITH
 PUBLIC AND PRIVATE OPEN SPACE REQUIREMENTS.
 19. PLEASE PROVIDE DETAIL INFORMATION REGARDING THE
 GREEN LIVING SCREEN PROPOSED FOR THE PARKING GARAGE.
 20. PLEASE PROVIDE INFORMATION REGARDING COMPLIANCE
 WITH REQUIRED TDMS FOR THE OBD.
 21.PLEASE PROVIDE INFORMATION TO CONFIRM THE PROJECT IS
 CONDUCTING THE PROCESS FOR LEED GOLD CERTIFICATION
 REQUIRED FOR THE OBD INCENTIVE.
 22. PLEASE PROVIDE INFORMATION REGARDING THE PROPOSED
 PEDESTRIAN CROSSING ENHANCEMENTS AT THE PROJECT
 CORNERS.
 23. PLEASE PROVIDE INFORMATION TO CONFIRM APPROVAL FROM
 FDOT FOR THE IMPROVEMENTS WITHIN THE LAKEVIEW AND
 OKEECHOBEE ROW.
 24. PROPERTY SHALL BE RE-PLATTED.
 FOR ADDITIONAL INFORMATIONS PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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