Plan Review Details - Permit 21051188
Plan Review Stops For Permit 21051188
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2021-05-28 Cont ID  
Sent By cpuell Date 2021-05-28 Time 10:11 Rev Time 0.00
Received By cpuell Date 2021-05-28 Time 10:11 Sent To  
Notes
***NONE***
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 2021-06-01 Cont ID  
Sent By scwelter Date 2021-06-01 Time 15:22 Rev Time  
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Notes
2021-06-01 15:23:15N/A NON-PROFIT
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2021-11-29 Cont ID  
Sent By rmcphers Date 2021-11-29 Time 08:49 Rev Time 0.00
Received By rmcphers Date 2021-11-29 Time 08:49 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2021-10-28 Cont ID  
Sent By rmcphers Date 2021-10-28 Time 16:16 Rev Time 0.00
Received By rmcphers Date 2021-10-28 Time 15:47 Sent To  
Notes
2021-10-28 16:12:56NEW 2 STORY OFFICE/ CAFE BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
  
 1) DRAWING A0.01 DOES NOT HAVE A LIST OF DEFERRED ITEMS
 (THE REVISION DATE ON THE DRAWING IS (7/29/21)) -
 PLEASE PROVIDE DETAILS FOR THE ROOF TOP CANOPY,
 ALUMINUM CANOPY, GUARD RAILS, TILT WALL PANELS, FAUX
 WOOD ROOF DECK, SOLAR PANELS, ROOF TOP EQUIPMENT
 SCREENING CLADDING ETC - OR LIST THESE ITEMS ON THE
 DRAWINGS AS TO BE DEFERRED PER 107.3.4.1
  
 2) SEPARATE PERMIT WILL BE REQUIRED FOR PARKING LOT,
 DUMPSTER ENCLOSURE, SIGNS, GENERATOR, FENCE. - PLEASE
 ACKNOWLEDGE THIS.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-09-14 Cont ID  
Sent By rmcphers Date 2021-09-14 Time 15:02 Rev Time 0.00
Received By rmcphers Date 2021-09-14 Time 14:15 Sent To  
Notes
2021-09-14 14:29:58NEW 2 STORY OFFICE/ CAFE BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) REVISED DRAWINGS LOADED TO PROJECTDOX SHOULD BE
 NAMED THE SAME IN PROJECTDOX AS THE PREVIOUS DRAWING SO
 THAT THE NEW REVISED DRAWING WILL OVERLAP AND BECOME
 (V2, 3, 4 ETC) - PLEASE CONTACT THE
 [email protected] TO HELP YOU WITH THE CORRECT
 UPLOADING TO PROJECTDOX. SAVES TIME FOR THE PLAN REVIEW
 AND PREVENTS OLD DRAWINGS FROM GETTING APPROVED.
 2) PLEASE PROVIDE COMPLETE COPIES OF THE PRODUCT
 APPROVALS FOR THE EXTERIOR WINDOWS, DOORS, ROOFING
 SYSTEMS, ETC. - ALL PRODUCT APPROVALS NEED TO BE
 REVIEWED AND MARKED APPROVED BY THE BUILDING DESIGNER
 OF RECORD OR BE LISTED ON THE DRAWINGS BY THE PRODUCT
 APPROVAL NUMBER. FBC WPB 107.2.1
 3) PLEASE SHOW THE RESTROOM WALL FINISH TO COMPLY WITH
 FBC 1210.2.2 (DRYWALL IS NOT CONSIDERED A HARD
 SURFACE).
 4) PLEASE PROVIDE DETAILS FOR THE ROOF TOP CANOPY,
 ALUMINUM CANOPY, GUARD RAILS, TILT WALL PANELS, FAUX
 WOOD ROOF DECK, SOLAR PANELS, ROOF TOP EQUIPMENT
 SCREENING ETC - PLEASE LIST THESE ITEMS ON THE DRAWINGS
 AS TO BE DEFERRED PER 107.3.4.1
 5) SEPARATE PERMIT WILL BE REQUIRED FOR PARKING LOT,
 DUMPSTER ENCLOSURE, SIGNS, GENERATOR, FENCE. - PLEASE
 ACKNOWLEDGE THIS.
 6) DRAWINGS A4.04 AND A4.03 ACCESSIBLE RESTROOM FLOOR
 PLAN NEEDS TO SHOW THE GRAB BARS.
 7) 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR
 DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING
 OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE
 IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.
 THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED
 UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN
 APPROVED BY THE BUILDING OFFICIAL.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-07-15 Cont ID  
Sent By rmcphers Date 2021-07-15 Time 12:19 Rev Time 0.00
Received By rmcphers Date 2021-07-14 Time 12:28 Sent To  
Notes
2021-07-15 12:18:57NEW 2 STORY OFFICE/ CAFE BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) OCCUPANCY CLASSIFICATION SHOULD BE SHOWN AS MIXED
 B/A2 FBC CHAPTER 3
 2) PLEASE SHOW THE ACCESSIBLE PATH AND SEATING IN THE
 CAFE AND EXTERIOR GARDEN AREA TO COMPLY WITH FBC
 A206.2.2 AND 226.1
 3) PLEASE PROVIDE COMPLETE COPIES OF THE PRODUCT
 APPROVALS FOR THE EXTERIOR WINDOWS, DOORS, ROOFING
 SYSTEMS, ETC. - ALL PRODUCT APPROVALS NEED TO BE
 REVIEWED AND MARKED APPROVED BY THE BUILDING DESIGNER
 OF RECORD OR BE LISTED ON THE DRAWINGS BY THE PRODUCT
 APPROVAL NUMBER. FBC WPB 107.2.1
 4) PLEASE SHOW THE RESTROOM WALL FINISH TO COMPLY WITH
 FBC 1210.2.2 (DRYWALL IS NOT CONSIDERED A HARD
 SURFACE).
 5) DRAWING A4.04 RESTROOM SHOWS A PARTITION IN FRONT OF
 THE TOILET ROOM AND NO DOOR - PLEASE SHOW DOOR
 LOCATION.
 6) DRAWING A4.11 - LEVEL 1 ENLARGED PLAN @ WEST STAIR -
 NEEDS TO SHOW HAND RAILS ON BOTH SIDES OF THE STAIRS -
 FBC 1011.11
 7) DRAWING A1.01 - SITE DATA - SHOULD SAY 4 ACCESSIBLE
 PARKING SPACES. FBC ACCESSIBILITY TABLE 208.2
 8) DRAWING A5.02 - METAL PAN STAIR- SHOULD SHOW THE
 BOTTOM SLOPING HAND RAIL TO CONTINUE 11" PER FBC 1014.6
 9) THE LIFE SAFETY PLANS SHOW FIRE WALLS AT STAIRWAYS/
 ELEVATOR AND "COMMUNITY BOARD RM" THE WALL DESIGNATIONS
 ON THE CONSTRUCTION PLANS DOES NOT SHOW FIRE RATED
 WALLS - PLEASE CLARIFY.
 10) DRAWING S-0.00 SHOWS WIND DATA - EXPOSURE "C" USED
 - BEING NEAR THE LAKE MANGONIA IT APPEARS THAT EXPOSURE
 "D" SHOULD BE USED PER FBC 1609.4.3
 11) PLEASE SHOW THAT TERMITE PROTECTION IS REQUIRED PER
 FBC 1816
 12) PLEASE PROVIDE DETAILS FOR THE ROOF TOP CANOPY,
 ALUMINUM CANOPY, GUARD RAILS, TILT WALL PANELS FAUX
 WOOD ROOF DECK.
 13) SEPARATE PERMIT WILL BE REQUIRED FOR PARKING LOT,
 DUMPSTER ENCLOSURE, SIGNS, GENERATOR, FENCE.
 14) 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR
 DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING
 OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE
 IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.
 THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED
 UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN
 APPROVED BY THE BUILDING OFFICIAL.
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2021-11-05 Cont ID  
Sent By jleahy Date 2021-11-05 Time 15:59 Rev Time 0.00
Received By jleahy Date 2021-11-05 Time 15:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-09-23 Cont ID  
Sent By jleahy Date 2021-09-23 Time 16:41 Rev Time 0.00
Received By jleahy Date 2021-09-23 Time 16:34 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-06-24 Cont ID  
Sent By jleahy Date 2021-06-24 Time 16:49 Rev Time 0.00
Received By jleahy Date 2021-06-24 Time 16:18 Sent To  
Notes
2021-06-24 16:52:51ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 1) FAULT CURRENT CALCULATION REQUIRED FOR SERVICE AND
 PANELS PER 110.9, 110.10, 110.24
  
 2) KITCHEN AND CAFE BOTH REQUIRE ALL 15 AND 20 AMPERE
 RECEPTACLES TO BE GFCI PROTECTED 210,8(B)(2)
  
 210.8(B) OTHER THAN DWELLING UNITS. ALL SINGLE-PHASE
 RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50
 AMPERES OR LESS AND THREEPHASE RECEPTACLES RATED 150
 VOLTS TO GROUND OR LESS, 100 AMPERES OR LESS INSTALLED
 IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND-FAULT
 CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. (2)
 KITCHENS
  
 3) BOARD ROOM AND EDUCATION/FLEX ROOMS ON SECOND FLOOR
 NEEDS MORE THAN ONE FLOOR OUTLET PER 210.71
  
 210.71 MEETING ROOMS. (A) GENERAL. EACH MEETING ROOM OF
 NOT MORE THAN 93 M2 (1000 FT2) IN OTHER THAN DWELLING
 UNITS SHALL HAVE OUTLETS FOR NONLOCKING-TYPE, 125-VOLT,
 15- OR 20-AMPERE RECEPTACLES. THE OUTLETS SHALL BE
 INSTALLED IN ACCORDANCE WITH 210.71(B). WHERE A ROOM OR
 SPACE IS PROVIDED WITH MOVABLE PARTITION(S), EACH ROOM
 SIZE SHALL BE DETERMINED WITH THE PARTITION IN THE
 POSITION THAT RESULTS IN THE SMALLEST SIZE MEETING
 ROOM.
  
 4) OUTLETS IN COMMON AREAS SHALL BE TAMPER RESISTANT
 TYPE PER 406.12
  
 406.12 TAMPER-RESISTANT RECEPTACLES. ALL 15- AND
 20-AMPERE, 125- AND 250-VOLT NONLOCKING-TYPE
 RECEPTACLES IN THE AREAS SPECIFIED IN 406.12(1) THROUGH
 (7) SHALL BE LISTED TAMPERRESISTANT RECEPTACLES. (1)
 DWELLING UNITS IN ALL AREAS SPECIFIED IN 210.52 AND
 550.13 (2) GUEST ROOMS AND GUEST SUITES OF HOTELS AND
 MOTELS (3) CHILD CARE FACILITIES (4) PRESCHOOLS AND
 ELEMENTARY EDUCATION FACILITIES (5) BUSINESS OFFICES,
 CORRIDORS, WAITING ROOMS AND THE LIKE IN CLINICS,
 MEDICAL AND DENTAL OFFICES AND OUTPATIENT FACILITIES
 (6) SUBSET OF ASSEMBLY OCCUPANCIES DESCRIBED IN 518.2
 TO INCLUDE PLACES OF WAITING TRANSPORTATION,
 GYMNASIUMS, SKATING RINKS, AND AUDITORIUMS (7)
 DORMITORIES
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2021-11-29 Cont ID  
Sent By rrossano Date 2021-11-29 Time   Rev Time 0.00
Received By rrossano Date 2021-11-29 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2021-10-15 Cont ID  
Sent By rrossano Date 2021-10-15 Time   Rev Time 0.00
Received By rrossano Date 2021-10-15 Time   Sent To  
Notes
2021-10-15 09:06:24UNDER REVIEW - FORMAL ENGINEERING SUBMITTAL E21070029.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2021-08-31 Cont ID  
Sent By rrossano Date 2021-08-31 Time   Rev Time 0.00
Received By rrossano Date 2021-08-31 Time   Sent To  
Notes
2021-08-31 14:10:08UNDER REVIEW - FORMAL ENGINEERING SUBMITTAL E21070029.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-06-02 Cont ID  
Sent By rrossano Date 2021-06-02 Time   Rev Time  
Received By rrossano Date 2021-06-02 Time   Sent To  
Notes
2021-06-02 12:53:14PLEASE SUBMIT A FORMAL ENGINEERING SUBMITTAL INCLUDING
 COST ESTIMATE AND STORMWATER CALCULATIONS TO:
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2021-11-17 Cont ID  
Sent By pleduc Date 2021-11-17 Time   Rev Time 0.00
Received By pleduc Date 2021-11-17 Time 13:30 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2021-10-15 Cont ID  
Sent By pleduc Date 2021-10-15 Time   Rev Time 0.00
Received By pleduc Date 2021-10-15 Time 10:10 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2021-08-16 Cont ID  
Sent By pleduc Date 2021-08-16 Time   Rev Time 0.00
Received By pleduc Date 2021-08-16 Time 10:33 Sent To  
Notes
2021-08-16 10:38:14THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) PROVIDING A STATEMENT OF SHOP DRAWINGS WILL BE
 PROVIDED FOR THE FIRE SPRINKLER SYSTEM DOES NOT MEET
 THE REQUIRMENTS OF F.A.C. 61G.
  
 A DETAILED NARRATIVE OR PLAN SET DRAWINGS OF THE FIRE
 SPRINKLER DESIGN SHALL BE SUBMITTED WITH THIS MASTER
 PERMIT.
  
 THE EOR SHALL SUBMIT PER THE REQUIRERMENTS OF THE
 F.A.C.
  
 SHOULD THE EOR DEFER TO A LOCAL CONTRACTOR, THE EOR
 SHALL PROVIDE THE DEFERFAL IN WRITING; HOWEVER, THE
 CONTRATOR SHALL THEN BE RESPOSIBLE TO SUBMIT 61G
 DOCUMENTS WITH THIS MASTER.
  
 SHOP DRAWINGS CAN THEN BE SUBMITTED AT A LATER TIME.
  
 THE REQUIREMENTS ARE AGAIN NOTED BELOW.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
 FAC 61G15-32.002 DEFINES THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT (5) AS WELL AS THE FIRE PROTECTION
 SYSTEM LAYOUT DOCUMENT (6). 61G15-32.003 OUTLINES THE
 COMMON REQUIREMENTS TO ALL FIRE PROTECTIONS ENGINEERING
 DOCUMENTS WITH 32.004 (2) (A-J) OUTLINING THE MINIMUM
 INFORMATION TO BE PROVIDED ON FIRE PROTECTION
 ENGINEERING DOCUMENTS FOR WATER BASED SYSTEMS. AS
 STATED IN THE DEFINITIONS, THE CONTRACTOR IS TO DEVELOP
 THE LAYOUT DOCUMENTS BASED ON THE DESIGN CRITERIA
 PROVIDED IN THE FIRE PROTECTION ENGINEERING DOCUMENTS
 BY THE ENGINEER OF RECORD FOR THE FIRE SPRINKLER
 SYSTEM. THE FIRE PROTECTION SYSTEM ENGINEERING
 DOCUMENTS ARE SUBMITTED FOR THE MASTER PERMIT (BUILDING
 PERMIT PER FBC) AND THE LAYOUT DOCUMENTS ARE SUBMITTED
 FOR THE FIRE SPRINKLER INSTALLATION PERMIT.
  
 PLEASE PROVIDE FOR THE REQUIEMENTS EITHER IN DRAWING OR
 NARRATIVE FORM SIGNED AND SEALED WITH THIS MASTER
 PERMIT.
  
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-06-16 Cont ID  
Sent By pleduc Date 2021-06-16 Time   Rev Time 0.00
Received By pleduc Date 2021-06-11 Time 15:21 Sent To  
Notes
2021-06-11 15:25:39THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE IS AN INDICATION ON THE COVER SHEET THAT THIS
 BUILDING IS FULLY SPRINKLED ; HOWEVER, THERE ARE NO
 REQUIRED DOCUMENTS OF THE FIRE SPRINKLER DESIGN PER
 F.A.C. 61G
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
 FAC 61G15-32.002 DEFINES THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT (5) AS WELL AS THE FIRE PROTECTION
 SYSTEM LAYOUT DOCUMENT (6). 61G15-32.003 OUTLINES THE
 COMMON REQUIREMENTS TO ALL FIRE PROTECTIONS ENGINEERING
 DOCUMENTS WITH 32.004 (2) (A-J) OUTLINING THE MINIMUM
 INFORMATION TO BE PROVIDED ON FIRE PROTECTION
 ENGINEERING DOCUMENTS FOR WATER BASED SYSTEMS. AS
 STATED IN THE DEFINITIONS, THE CONTRACTOR IS TO DEVELOP
 THE LAYOUT DOCUMENTS BASED ON THE DESIGN CRITERIA
 PROVIDED IN THE FIRE PROTECTION ENGINEERING DOCUMENTS
 BY THE ENGINEER OF RECORD FOR THE FIRE SPRINKLER
 SYSTEM. THE FIRE PROTECTION SYSTEM ENGINEERING
 DOCUMENTS ARE SUBMITTED FOR THE MASTER PERMIT (BUILDING
 PERMIT PER FBC) AND THE LAYOUT DOCUMENTS ARE SUBMITTED
 FOR THE FIRE SPRINKLER INSTALLATION PERMIT.
  
 PLEASE PROVIDE FOR THE REQUIEMENTS EITHER IN DRAWING OR
 NARRATIVE FORM SIGNED AND SEALED WITH THIS MASTER
 PERMIT.
  
  
  
 2) SHEET FOOD SERVICES EQUIPMENT - THERE ARE
 INDICATIONS OF A HOOD AND SUPPRESSION SYSTEM.
  
 THE HOOD AND SUPPRESSION SYSTEM SHALL BE INSTALLED
 UNDER SEPARATE PERMITS AND SHOP DRAWINGS. THE SHEETS
 WILL BE APPROVED IN CONCEPT ONLY.
  
 ENSURE COMPLIANCE AND PLEASE PROVIDE AN APPLICABLE NOTE
 OF ACKNOWEDGEMENT
  
  
  
  
  
  
 WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET REVISION
 CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE ABOVE.
  
  
 3) 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 4 Status P Date 2021-11-29 Cont ID  
Sent By ccole Date 2021-11-29 Time 12:14 Rev Time 0.00
Received By ccole Date 2021-11-29 Time 08:54 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2021-11-01 Cont ID  
Sent By ccole Date 2021-11-01 Time 11:36 Rev Time 0.00
Received By ccole Date 2021-11-01 Time 08:00 Sent To  
Notes
2021-11-01 11:37:413RD REVIEW FBC-2020 FUEL GAS
 PERMIT- 21051188
 11/1/2021
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET P6.1 REVISED GAS RISER:
 A) THE 2-INCH PIPE FROM THE LOW-PRESSURE REGULATOR TO
 THE FIRST TEE IS UNDERSIZED PER TABLE 402.4(2) FBC FG.
 BASED ON THE NOTES ON THE PLAN A MINIMUM 3-INCH IS
 REQUIRED FOR THE 1,776,000 BTU LOAD AT 132 FT.
 DEVELOPED LENGTH.
 B) THE 1-1/4 INCH HORIZONTAL BRANCH PIPE SUPPLYING THE
 WATER HEATERS IS UNDERSIZED. A MINIMUM 2-INCH PIPE IS
 REQUIRED TO THE 1ST AND 2ND TEES, AND THEN A MINIMUM
 1-1/2 INCH PIPE TO THE THIRD TEE- TABLE 402.4(2).
 C) PLEASE SHOW THE REQUIRED REGULATORS AT THE COOKING
 APPLIANCES. VERY TYPICALLY THE INPUT PRESSURES FOR THE
 APPLIANCES ARE BELOW 8 IN.W.C.- SECTION 410.2 FBC FG.
 BASED ON THE PLAN NOTE DEFERRED SUBMITTALS ARE ACCEPTED
 FOR THE REGULATORS AND APPLIANCES.
  
 2) P2.1: AS PREVIOUSLY NOTED THE MANUFACTURER'S
 SPECIFICATIONS AND INSTALLATION MANUALS FOR THE
 TANKLESS WATER HEATERS ARE ACCEPTED AS DEFERRED
 SUBMITTALS HOWEVER PLEASE VERIFY THE WATER HEATERS ARE
 THE NON- CONDENSING TYPE OR PLEASE PROVIDE A CONDENSATE
 DISPOSAL PLAN- SECTION 307.2 FBC FG.
  
 3) P3.1: PLEASE INDICATE ON WHICH ARCHITECTURAL SHEET
 THE VEHICLE IMPACT PROTECTION IS LOCATED- SECTION
 107.2.1 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 G GAS REVIEW
Rev No 2 Status F Date 2021-09-14 Cont ID  
Sent By ccole Date 2021-09-14 Time 10:25 Rev Time 0.00
Received By ccole Date 2021-09-13 Time 13:44 Sent To  
Notes
2021-09-14 10:24:512ND REVIEW FBC-2020 FUEL GAS
 PERMIT- 21051188
 9/14/2021
  
 CODES IN EFFECT:
  
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
 PLAN REVIEW RESULTS: DENIED.
  
 1) FAILED SHEET P6.1 GAS RISER- FBC FG: THE TOTAL BTU
 LOAD IN THE COMPLETE SYSTEM TABLE OF 1,179,000 BTU DOES
 NOT MATCH THE ISOMETRIC WHICH SHOWS A TOTAL OF 980,000
 BTU. IT APPEARS THAT THE BRANCH LINE TO THE GWH, AND
 THE GWH BTU LOAD IS NOT INCLUDED IN THE ISOMETRIC
 DRAWING. A) THE ?-INCH PIPE STUB-OUTS ARE UNDERSIZED
 USING TABLE 402.4(2) FOR A SYSTEM AT A TDL OF 44 FT.
  
 E) FAILED. SHOW THE LOCATIONS OF PIPE UNIONS AT MP
 REGULATORS- SECTION 410.2 (7). CORRECT THE NOTE TO
 INDICATE UNIONS INSTALLED WITHIN 1 FT. OF EITHER SIDE
 OF THE REGULATOR,
  
 F) FAILED. PROVIDE REGULATOR INDEPENDENT VENTING
 DETAILS INCLUDING TYPES AND SIZES OF VENT PIPING,
 PIPING RUNS AND TERMINATION LOCATIONS- SECTIONS 410.3 &
 410.3.1. VENT PIPING DETAILS FOR THE PRIMARY REGULATOR
 NOT PROVIDED, AND NO INFORMATION PROVIDED FOR THE
 COOKING LINE REGULATORS- VENTED OR VENTLESS?
 H) FAILED. PROVIDE THE PIPE SIZING TABLES USED TO
 DESIGN THE SYSTEM- SECTION 402.4. 2-PSI TABLE NOT
 PROVIDED.
  
 2) FAILED. SHEET P3.1: PROTECTION FROM VEHICLE DAMAGE
 IS REQUIRED FOR THE METER, WATER HEATER AND GAS PIPING-
 SECTION 303.4 FBC FG. NO INFORMATION PROVIDED ON P3.1.
 REVISED SHEET A1.01 INDICATES PROTECTION FOR THE METER
 ONLY.
  
 6) FAILED. P3.1 & P6.1: PROVIDE COMBUSTION AIR
 CALCULATIONS FOR THE GAS-FIRED APPLIANCES AND INDICATE
 HOW THE AIR WILL BE SUPPLIED- SECTION 304.1 FBC P. THE
 SUBMITTED CALCS ARE USING THE EQUATION FOUND IN SECTION
 304.5.2 WHICH CAN ONLY BE USED WHEN THERE IS A KNOWN
 AIR INFILTRATION RATE LESS THAN .40 AIR CHANGES PER
 HOUR (ACH). THE CALCULATIONS PROVIDED ARE USING AN ACH
 OF 5.6. THE CALCULATION IS ALSO USING 1835 CFMS OF O/A
 AS THE BASIS OF THE ACH, HOWEVER THE AIR IS BEING
 SUPPLIED MECHANICALLY AS OPPOSED TO INFILTRATION. IF
 USING MECHANICAL AIR PLEASE REFER TO SECTION 304.9 AND
 PROVIDE THE CALCULATION. IF USING INDOOR AIR THEN THE
 REQUIRED VOLUME IS BASED ON 50 CU.FT. PER 1000 BTU OR
 IN THIS CASE- 49,000 CU. FT. PLEASE REVIEW SECTION
 304.5.1 BELOW:
 THE REQUIRED VOLUME OF INDOOR AIR SHALL BE DETERMINED
 IN ACCORDANCE WITH SECTION 304.5.1 OR 304.5.2, EXCEPT
 THAT WHERE THE AIR INFILTRATION RATE IS KNOWN TO BE
 LESS THAN 0.40 AIR CHANGES PER HOUR (ACH), SECTION
 304.5.2 SHALL BE USED. THE TOTAL REQUIRED VOLUME SHALL
 BE THE SUM OF THE REQUIRED VOLUME CALCULATED FOR ALL
 APPLIANCES LOCATED WITHIN THE SPACE. ROOMS
 COMMUNICATING DIRECTLY WITH THE SPACE IN WHICH THE
 APPLIANCES ARE INSTALLED THROUGH OPENINGS NOT FURNISHED
 WITH DOORS, AND THROUGH COMBUSTION AIR OPENINGS SIZED
 AND LOCATED IN ACCORDANCE WITH SECTION 304.5.3, ARE
 CONSIDERED TO BE PART OF THE REQUIRED VOLUME.
  
 7) FAILED. SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 GAS-FIRED APPLIANCES- SECTIONS 301.3 & 623.1 FBC FG.
 DEFERRED SUBMITTAL REQUEST IS ACCEPTED HOWEVER PLEASE
 PROVIDE A LIST ON THE PLANS- SECTION 107.4.3.1 WPB.
  
 9) FAILED. SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 REGULATORS AND REGULATOR VENT SYSTEMS- SECTIONS 410.1,
 410.2, & 410.3 FBC FG. DEFERRED SUBMITTAL REQUEST IS
 ACCEPTED HOWEVER PLEASE PROVIDE A LIST ON THE PLANS-
 SECTION 107.4.3.1 WPB.
  
 10) FAILED. SUBMIT MANUFACTURER'S SPECIFICATIONS FOR
 THE TANKLESS WATER HEATER AND INDICATE THE MANUFACTURER
 OF THE APPLIANCE IN THE EQUIPMENT SCHEDULE- SECTION
 624.1 FBC FG. IF THE APPLIANCE PRODUCES CONDENSATION
 PLEASE SHOW HOW THE DRAINAGE WILL BE CONVEYED AWAY FROM
 THE BUILDING TO AN APPROVED PLACE OF DISPOSAL OTHER
 THEN ONTO THE SURFACE OF THE SIDEWALK- SECTIONS 307.2 &
 307.3 FBC FG. CONDENSATE DISPOSAL PLAN NOT PROVIDED.
 DEFERRED SUBMITTAL REQUEST IS ACCEPTED HOWEVER PLEASE
 PROVIDE A LIST ON THE PLANS- SECTION 107.4.3.1 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 G GAS REVIEW
Rev No 1 Status F Date 2021-07-02 Cont ID  
Sent By ccole Date 2021-07-02 Time 11:05 Rev Time 0.00
Received By ccole Date 2021-06-30 Time 12:42 Sent To  
Notes
2021-07-02 11:05:511ST REVIEW FBC-2020 FUEL GAS
 PERMIT- 21051188
 7/2/2021
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET P6.1 GAS RISER- FBC FG:
 A) SHOW THE LOCATION OF THE METER AND GAS DELIVERY
 PRESSURE AT THE METER- SECTION 402.1.
 B) PROVIDE THE LENGTH OF THE MAIN SUPPLY PIPE FROM THE
 METER TO THE TEE, AND FROM THE TEE TO THE REGULATORS-
 SECTIONS 402.3 & 402.4.1.
 C) PROVIDE THE TOTAL LENGTHS OF EACH BRANCH PIPING RUN
 FROM THE REGULATORS TO THE MOST REMOTE OUTLETS-
 SECTIONS 402.4.1 & 402.4.2 FBC FG.
 D) SHOW THE LOCATIONS OF APPLIANCE REGULATORS- SECTION
 410.1.
 E) SHOW THE LOCATIONS OF PIPE UNIONS AT MP REGULATORS-
 SECTION 410.2 (7).
 F) PROVIDE REGULATOR INDEPENDENT VENTING DETAILS
 INCLUDING TYPES AND SIZES OF VENT PIPING, PIPING RUNS
 AND TERMINATION LOCATIONS- SECTIONS 410.3 & 410.3.1.
 G) IF EXCESS FLOW OR PRESSURE REDUCING VALVES ARE TO BE
 INSTALLED, PLEASE SHOW THE LOCATIONS AND PROVIDE
 SPECIFICATIONS- SECTION 410.4.
 H) PROVIDE THE PIPE SIZING TABLES USED TO DESIGN THE
 SYSTEM- SECTION 402.4.
  
 2) SHEET P3.1: PROTECTION FROM VEHICLE DAMAGE IS
 REQUIRED FOR THE METER, WATER HEATER AND GAS PIPING-
 SECTION 303.4 FBC FG.
  
 3) P3.1: THE PLAN INDICATES AN EXISTING METER HOWEVER
 THE DEMOLITION PLAN A.100 (CONTAINED IN THIS SUBMITTAL
 AND SUBMITTED UNDER DEMOLITION APPLICATION 21041388)
 AND C-2 SHOW COMPLETE REMOVAL OF THE BUILDING AND
 METER. PLEASE LABEL THE METER AS NEW OR AS
 REINSTALLATION OF REMOVED METER- SECTION 107.2.1 WPB.
  
 4) C8 & P3.1: REVISE C8 TO SHOW THE CORRECT LOCATION OF
 THE NEW GAS SERVICE LINE TO THE METER- SECTION 107.2.1.
  
 5) P3.1: A) SHOW TYPES AND SIZES OF GAS PIPING- SECTION
 402.3 FBC FG
 B) P3.1 & P4.1: LABEL ALL GAS-FIRED APPLIANCES USING
 THE DESIGNATED NUMBERS IN THE EQUIPMENT SCHEDULES-
 SECTION 107.2.1 WPB.
 C) SHOW THE ACCESSIBLE LOCATIONS OF THE MANUAL AND
 AUTOMATIC GAS VALVES- SECTION 409.1.3 FBC FG.
  
 6) P3.1 & P6.1: PROVIDE COMBUSTION AIR CALCULATIONS FOR
 THE GAS-FIRED APPLIANCES AND INDICATE HOW THE AIR WILL
 BE SUPPLIED- SECTION 304.1 FBC P.
  
 7) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 GAS-FIRED APPLIANCES- SECTIONS 301.3 & 623.1 FBC FG.
  
 9) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 REGULATORS AND REGULATOR VENT SYSTEMS- SECTIONS 410.1,
 410.2, & 410.3 FBC FG.
  
 10) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 TANKLESS WATER HEATER AND INDICATE THE MANUFACTURER OF
 THE APPLIANCE IN THE EQUIPMENT SCHEDULE- SECTION 624.1
 FBC FG. IF THE APPLIANCE PRODUCES CONDENSATION PLEASE
 SHOW HOW THE DRAINAGE WILL BE CONVEYED AWAY FROM THE
 BUILDING TO AN APPROVED PLACE OF DISPOSAL OTHER THEN
 ONTO THE SURFACE OF THE SIDEWALK- SECTIONS 307.2 &
 307.3 FBC FG.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2021-12-02 Cont ID  
Sent By lmarchan Date 2021-12-02 Time 09:31 Rev Time 0.00
Received By lmarchan Date 2021-11-10 Time 13:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2021-11-12 Cont ID  
Sent By medwards Date 2021-11-12 Time 14:27 Rev Time 0.00
Received By medwards Date 2021-11-12 Time 13:33 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-11-05 Cont ID  
Sent By jleahy Date 2021-11-05 Time 15:59 Rev Time 0.00
Received By jleahy Date 2021-10-06 Time 14:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-09-23 Cont ID  
Sent By jleahy Date 2021-09-23 Time 16:41 Rev Time 0.00
Received By jleahy Date 2021-08-13 Time 07:03 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-07-15 Cont ID  
Sent By rmcphers Date 2021-07-15 Time 12:22 Rev Time 0.00
Received By rmcphers Date 2021-05-28 Time 11:00 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-12-10 Cont ID  
Sent By lmarchan Date 2021-12-10 Time 13:09 Rev Time 0.00
Received By lmarchan Date 2021-12-02 Time 09:31 Sent To  
Notes
2021-12-10 09:55:27RECEIPT MU-2021-056963 - $54,698.12 PAID
  
2021-12-02 09:31:3912/2/21 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-07-15 Cont ID  
Sent By rmcphers Date 2021-07-15 Time 12:19 Rev Time 0.00
Received By rmcphers Date 2021-07-15 Time 12:19 Sent To  
Notes
2021-07-15 12:20:56PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2021-10-25 Cont ID  
Sent By medwards Date 2021-10-25 Time 16:26 Rev Time 0.00
Received By medwards Date 2021-10-25 Time 16:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2021-08-30 Cont ID  
Sent By medwards Date 2021-08-30 Time 06:24 Rev Time 0.00
Received By medwards Date 2021-08-30 Time 06:24 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-06-23 Cont ID  
Sent By medwards Date 2021-06-23 Time 14:17 Rev Time 0.00
Received By medwards Date 2021-06-23 Time 14:17 Sent To  
Notes
2021-06-23 14:17:521ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21051188
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET A0.03 INDICATES A 1-HOUR RATED WALL
 SURROUNDING THE COMMUNITY/ BOARD ROOM. PLEASE SHOW THE
 REQUIRED PROTECTION IN THESE WALLS AT ALL DUCT
 PENETRATIONS ON SHEET M2.2. FBC M607
  
 2) PLEASE ATTACH A NOTE ON THE DRAWING INDICATING THAT
 THE KITCHEN HOODS WILL REQUIRE SEPARATE SUBMITTAL FOR
 PERMITS AND REVIEWS AND WILL NOT BE REVIEWED ON THIS
 PERMIT.
  
 3) PLEASE ATTACH A NOTE ON THE DRAWING INDICATING THAT
 THE REFRIGERATION EQUIPMENT WILL REQUIRE SEPARATE
 SUBMITTAL FOR PERMITS AND REVIEWS AND WILL NOT BE
 REVIEWED ON THIS PERMIT.
  
 4) PLEASE INCLUDE THE KITCHEN WITH THE OUTDOOR AIR
 CALCULATIONS. THE 2020 FBC M NOW IS REQUIRING OUTDOOR
 AIR FOR THE COOKING KITCHEN ALONG WITH THE EXHAUST AIR.
 FBC M TABLE 403.3.1.1
  
 5) SHEET M2-1: PLEASE SHOW THE RTU FOR THE 2 12X12
 DUCTS SUPPLYING AIR TO THE OFFICE AND CAF? JOSHUA, IT
 APPEARS TO BE A BIG HORSESHOE AND DOESN?T SHOW THE RTU.
 FBC 107.2.1
  
 6) PLEASE IDENTIFY THE BATHROOM EXHAUST FANS ON THE
 DRAWINGS. FBC 107.2.1
  
 7) PLEASE PROVIDE OUTDOOR AIR CALCULATIONS FOR EACH USE
 OF SPACE IN THIS 2 STORY BUILDING INCLUDING STORAGE AND
 CORRIDORS, SMALL CAF? ON SECOND FLOOR. FBC M 403.3.1.1
  
 8) PLEASE PROVIDE THE CORRECT OCCUPANCY FROM TABLE
 403.3.1.1 FOR THE AREA LABELED EDUCATION/FLEX ON SHEET
 M2.2 FBC M TABLE 403.3.1.1.
  
 9) PLEASE SHOW HOW THE KITCHEN RETURN AIR MEETS THE
 REQUIREMENTS OF SECTION 601.5 (7) FOR RETURN AIR
 OPENINGS.
  
 10) SHEET M6.1: PLEASE INCLUDE AIR BALANCE REPORT THAT
 INCLUDES ALL BATH EXHAUST AND MEETS THE REQUIREMENTS OF
 FBC M 508.1.2
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2021-11-29 Cont ID  
Sent By ccole Date 2021-11-29 Time 11:19 Rev Time 0.00
Received By ccole Date 2021-11-29 Time 08:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2021-11-01 Cont ID  
Sent By ccole Date 2021-11-01 Time 11:38 Rev Time 0.00
Received By ccole Date 2021-11-01 Time 08:00 Sent To  
Notes
2021-11-01 11:39:143RD REVIEW FBC-2020 PLUMBING
 PERMIIT- 21051188
 11/1/21
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY 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
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS A4.03 & A4.04: PLEASE CORRECT THE HEIGHTS OF
 THE MIRRORS TO INDICATE 40-INCHES FROM THE FINISHED
 FLOORS TO THE BOTTOM EDGES OF THE REFLECTIVE SURFACES-
 SECTION 603.3 FBC ACC.
  
 2) P2.3: PLEASE SHOW THE CONDENSATE PIPING RUNS TO THE
 ROOF DRAINS AND PROVIDE SUPPORT DETAILS- SECTION
 314.2.1 & TABLE 308.5 FBC P.
  
 3) P2.1 & P5.1: PLEASE CORRECT THE ISOMETRIC DRAWINGS
 SHOWING THE 3-INCH DRAIN PIPE FROM THE FLOOR SINK AT
 THE COFFEE STATION CONNECTING TO THE SANITARY SYSTEM-
 SECTION 1003.3.1 FBC P.
  
 4) 2ND REQUEST FOR A LIST OF SEPARATE PERMITS AND
 DEFERRED SUBMITTALS TO BE PLACED ON THE PLANS- SECTION
 107.2.1 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 PLUMBING
Rev No 2 Status F Date 2021-09-14 Cont ID  
Sent By ccole Date 2021-09-14 Time 09:13 Rev Time 0.00
Received By ccole Date 2021-09-13 Time 13:44 Sent To  
Notes
2021-09-14 09:15:112ND REVIEW FBC-2020 PLUMBING
 PERMIIT- 21051188
 9/14/21
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY 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
  
 PLAN REVIEW RESULTS: DENIED. FAILED COMMENTS FROM THE
 1ST REVIEW ARE LISTED BELOW WITH ADDITIONAL NOTES IN
 CAPS. TO HELP EXPEDITE FINAL APPROVAL OF THE PLUMBING
 PLANS, PLEASE PROVIDE LISTS OF SEPARATE PERMITS AND
 DEFERRED PLUMBING PRODUCT SUBMITTALS ON THE PLANS-
 SECTIONS 107.2.1 & 107.3.4.1 WPB.
  
 2) FAILED. SHEETS A0.24 & A0.25: THE FINISH WALL
 SCHEDULE FOR THE MEN'S, WOMEN'S AND FAMILY TOILET
 ROOMS, AND THE UTILITY ROOMS INDICATES NON-COMPLIANT
 PAINTED DRYWALL FOR FINISHED WALL SURROUND MATERIALS AT
 PLUMBING FIXTURE LOCATIONS INCLUDING THE MOP SINKS- SEE
 SECTION 310.3 FBC P AND SECTION 1210.2.2 FBC B AND
 PROVIDE A HARD, NON-ABSORBENT MATERIAL SUCH AS TILE.
 THE FINISH SCHEDULE INDICATES PAINTED DRYWALL AT THE
 MOP SINK IN UTILITY RM 1025.
  
 17) FAILED A, B, & C. P2.3 ROOF AND STORM DRAIN PLAN:
  
 A) FAILED. PROVIDE DRAINAGE CALCULATIONS IN ACCORDANCE
 WITH SECTION 1106.1 FBC P. SHEET P2.3: THE CALCULATION
 TABLE INDICATES TOTAL 12616 SQ. FT. BUT THE SQUARE FOOT
 AREAS SHOWN ON THE PLAN ADD UP TO 10352 SQ. FT.
  
 B) FAILED. PROVIDE STORM DRAINAGE ISOMETRIC DRAWINGS
 FOR PRIMARY AND SECONDARY ROOF DRAIN SYSTEMS. INDICATE
 THE SIZES OF THE HORIZONTAL AND VERTICAL STORM DRAIN
 PIPES, THE GPM FLOW AT EACH ROOF DRAIN LOCATION, AND
 THE PIPE RUNS AND DISCHARGE LOCATIONS- TABLES 1106.2 &
 1106.3 FBC P. INDICATE HOW THE RAINWATER FROM THE ROOF
 WILL BE DRAINED AWAY FROM THE BUILDING TO AN APPROVED
 PLACE OF DISPOSAL- SECTION 1101.2 FBC P. SHEET P5.1:
 THE KEYNOTES #3 & #4 NEED TO EXCHANGE LOCATIONS ON THE
 DRAWING.
  
 C) FAILED. VERIFY THE ROOF IS DESIGNED IN COMPLIANCE
 WITH SECTION 1101.7 ROOF DESIGN.
 ROOFS SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH
 OF WATER THAT WILL POND THEREON AS DETERMINED BY THE
 RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
 SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION
 WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING
 THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF
 DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED. THE
 MAXIMUM POSSIBLE DEPTH OF WATER ON THE ROOF SHALL
 INCLUDE THE HEIGHT OF THE WATER REQUIRED ABOVE THE
 INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO ACHIEVE
 THE REQUIRED FLOW RATE OF THE SECONDARY DRAINAGE MEANS
 TO ACCOMMODATE THE DESIGN RAINFALL RATE AS REQUIRED BY
 SECTION 1106. NOT PROVIDED.
  
 18) FAILED. P2.1, P4.1, P5.1 & K1.0: HAND SINKS 001,
 504, 505, 506, 507, & 508 SHALL NOT DRAIN INTO THE
 GREASE WASTE LINE AND INTERCEPTOR- SECTION 1003.3.1 FBC
 P. SHEET P5.1: HANDSINK 507 SHALL NOT DRAIN INTO THE
 GREASE WASTE LINE.
  
 19) FAILED. P2.1, P4.1, P5.1 & K1.0: DRAINAGE FROM THE
 FLOOR SINKS AT THE CONDENSATE HOOD AND BY THE ICE
 MAKER/ICE BIN, AND FROM THE EVAPORATORS AND FLOOR
 DRAINS IN THE WALK-IN BOXES SHALL NOT DRAIN INTO THE
 GREASE WASTE LINE AND INTERCEPTOR- SECTION 1003.3.1 FBC
 P. PLEASE NOTE THAT SEC. 90- 126 PROHIBITS CONDENSATE
 FROM COOLING COILS TO DRAIN INTO THE SANITARY SYSTEM.
 PLEASE CLARIFY THE PURPOSE OF THE TRENCH DRAIN AND WHAT
 TYPE OF WASTE-WATER IT IS CONVEYING- SECTION 1003.3.1
 FBC P. SHEET P5.1: A) THE FLOOR DRAIN AT FREEZER 300.3
 SHALL NOT DRAIN INTO THE GREASE WASTE LINE. B) PLEASE
 CLARIFY THE PURPOSE OF THE TRENCH DRAIN AND WHAT TYPE
 OF DRAINAGE IT WILL CONVEY- CLEAR WATER WASTE OR GREASE
 WASTE? C) PLEASE CLARIFY THE PURPOSE OF THE FLOOR SINK
 AT THE COFFEE STATION AND WHAT TYPE OF DRAINAGE WILL IT
 CONVEY- CLEAR WATER WASTE OR GREASE WASTE. PLEASE NOTE
 GREASE WASTE INCLUDES FATS AND OILS FROM MILK AND SYRUP
 PRODUCTS.
  
 25) FAILED. P0.1, P2.1 & P5.1: INDICATE HOW THE
 EXTERIOR MOP SINK WILL BE PROTECTED FROM VEHICLE
 DAMAGE, STORM WATER AND DETRIMENTAL DRAINAGE INTRUSION-
 SECTIONS 302.1 & 305.7 FBC P. MOP SINK COVER AND
 PARKING STOP NOT SHOWN ON THE PLANS.
  
 26) FAILED. P0.1: PROVIDE AN INDIRECT WASTE DETAIL FOR
 THE KITCHEN SINKS AND FIXTURES- SECTIONS 802.1 &
 802.1.1 FBC P. P7.1: PLEASE SHOW A DETAIL FOR THE
 3-COMPARTMENT SINK IN COMPLIANCE WITH SECTION 802.1.1
 FBC P.
  
 34) FAILED. P0.1: PROVIDE THE TYPE AND THICKNESS OF THE
 PIPE INSULATION- SECTION 607.5 FBC P AND TABLE
 C403.2.10 FBC EC. INSULATION THICKNESSES NOT PROVIDED.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-07-01 Cont ID  
Sent By ccole Date 2021-07-01 Time 09:20 Rev Time 0.00
Received By ccole Date 2021-06-30 Time 11:10 Sent To  
Notes
2021-07-01 09:20:551ST REVIEW FBC-2020 PLUMBING
 PERMIIT- 21051188
 6/30/21
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY 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
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE NOTE THAT INSTALLATION OF THE IRRIGATION
 SYSTEM AND THE GREASE INTERCEPTOR SHALL BE UNDER
 SEPARATE PERMIT AND WILL REQUIRE SEPARATE PRIMARY
 PERMIT APPLICATIONS AND PLAN SUBMITTALS- SECTION 105.1
 & 107.2.1. THE CIVIL PLAN C8 SHOWS EXISTING BACKFLOW
 PREVENTERS FOR THE POTABLE WATER SERVICE AND FIRE LINE-
 PLEASE NOTE THAT REPLACEMENT OR RELOCATION OF THE
 DEVICES WILL REQUIRE SEPARATE PRIMARY PERMIT
 APPLICATIONS AND PLAN SUBMITTALS.
  
 2) SHEETS A0.24 & A0.24: THE FINISH WALL SCHEDULE FOR
 THE MEN'S, WOMEN'S AND FAMILY TOILET ROOMS, AND THE
 UTILITY ROOMS INDICATES NON-COMPLIANT PAINTED DRYWALL
 FOR FINISHED WALL SURROUND MATERIALS AT PLUMBING
 FIXTURE LOCATIONS INCLUDING THE MOP SINKS- SEE SECTION
 310.3 FBC P AND SECTION 1210.2.2 FBC B AND PROVIDE A
 HARD, NON-ABSORBENT MATERIAL SUCH AS TILE.
  
 3) A1.31, A1.32, A5.3: PROVIDE ROOF AND OVERFLOW DRAIN
 EQUIPMENT SCHEDULES AND PROVIDE INSTALLATION DETAILS-
 SECTION 1105.1 FBC P.
  
 4) A4.03: SHOW THE CLEAR FLOOR SPACE DIAGRAM AND
 DIMENSION AT THE ACCESSIBLE URINAL- SECTIONS 213.3.3 &
 605.3 FBC ACC.
  
 5) A4.03 & A4.04: PROVIDE THE LENGTH DIMENSIONS OF THE
 STANDARD TOILET STALLS- SECTION 405.3.1 FBC P.
  
 6) A4.03 & A4.03: PROVIDE TURNING SPACE DIAGRAMS IN THE
 TOILET ROOMS AND COMPARTMENTS- SECTION 603.2.1 FBC ACC.
  
 7) A4.03 & A4.04: PROVIDE THE CLEAR WIDTH OPENINGS OF
 THE TOILET COMPARTMENT DOORS- SECTION 604.8.1.2 AND
 404.2.3 FBC ACC.
  
 8) A4.04: PROVIDE A DOOR FOR THE MEN'S TOILET
 COMPARTMENT- FIGURE 604.8.1.6 FBC ACC.
  
 8) A4.04: PROVIDE THE MANEUVERING CLEARANCE DIAGRAM AND
 DIMENSIONS FOR THE MEN'S AND WOMEN'S TOILET COMPARTMENT
 DOOR- FIGURE 404.2.4.1(A) FBC ACC.
  
 9) A4.03 & A4.04: SHOW THE MINIMUM 4-INCH CLEARANCES
 FROM THE DOOR OPENINGS TO THE ADJACENT SIDE WALLS-
 SECTION 604.8.1.6 FBC ACC.
  
 10) A4.03: THE DOOR IN TOILET ROOM 1023 SHALL NOT SWING
 INTO THE CLEAR FLOOR SPACE OF THE LAVATORY- SECTION
 603.2.3 FBC ACC.
  
 11) A4.03 & A4.04: PLEASE PROVIDE ENLARGED DRAWINGS FOR
 ALL TOILET ROOMS SHOWN ON THE 1ST AND 2ND FLOORS
 INCLUDING RMS- 1028, 2042, 2044- SECTIONS 213.1 ?
 213.3.7 FBC ACC.
  
 12) A4.03 & A4.04: MISSING ACCESSIBILITY COMPLIANCE
 DETAILS AND DIMENSIONS FOR THE TOILET ROOMS.
 A) CENTERLINES OF THE WATER CLOSET FROM THE SIDE WALLS-
 SECTION 604.2.
 B) HEIGHTS OF THE WATER CLOSET SEATS FROM THE FINISHED
 FLOORS- SECTION 604.4.
 C) HEIGHTS OF THE LAVATORY SINK RIM OR COUNTER SURFACE
 FROM THE FINISHED FLOOR- SECTION 606.3.
 D) HEIGHTS OF THE MIRRORS FROM THE FINISHED FLOORS TO
 THE REFLECTIVE SURFACES- SECTION 603.3
 E) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SECTION 604.5 & 609.4,
 FIGURES 604.
 F) LOCATION OF THE WATER CLOSET FLUSH CONTROLS -
 SECTION 604.6.
 G) CENTERLINES OF THE TOILET PAPER DISPENSER MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SECTION AND
 FIGURE 604.7.
 H) KNEE AND TOE CLEARANCES FOR THE LAVATORIES AND OTHER
 ACCESSIBLE SINKS- SECTION 606.2.
  
 13) A0.6, A1.11, A1.13: SHOW THE CLEAR FLOOR DIAGRAMS
 AND DIMENSIONS FOR THE ACCESSIBLE DRINKING FOUNTAINS-
 SECTION 602.2 FBC ACC. REVISE THE DETAIL TO SHOW THE
 SPOUT HEIGHT FOR THE STANDING PERSONS? DRINKING
 FOUNTAIN- SECTION 602.7. INDICATE HOW THE LOCATIONS OF
 THE FOUNTAINS WILL BE IN COMPLIANCE WITH SECTION 307.2
 PROTRUSION LIMITS.
  
 14) A1.11, A1.13, & A4.21: SHOW THE LOCATION OF THE
 ACCESSIBLE SINK SHOWN IN ELEVATION 5, AND PROVIDE THE
 CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR FORWARD OR
 PARALLEL APPROACH- SECTION 305.1 & 606.2 FBC ACC. SHOW
 KNEE AND TOE AND TOE CLEARANCE DIAGRAM AND DIMENSIONS
 FOR FORWARD APPROACHES- FIGURE 306.3 FBC ACC.
  
 15) A1.11, A1.13, & A4.22: SHOW THE LOCATIONS OF THE
 ACCESSIBLE SINK, APPLIANCES AND COFFEE MAKERS SHOWN IN
 ELEVATION 4 AND PROVIDE THE CLEAR FLOOR SPACE DIAGRAMS
 AND DIMENSIONS FOR FORWARD OR PARALLEL APPROACHES, AND
 THE REACH RANGES TO CONTROLS- SECTIONS 606.2, 305.1,
 308.1 & 309.1 FBC ACC.
  
 16) P2.1: NOTE #4 IS BEING USED TWICE TO IDENTIFY
 ELEVATOR SUMPS AND WHAT APPEARS TO BE ROOF DRAIN
 VERTICAL LEADERS. PLEASE CHANGE THE NUMBERED NOTE FOR
 THE LEADER AND PROVIDE COMPLETE INFORMATION ABOUT THE
 LEADERS- SECTION 107.2.1 WPB.
  
 17) P2.3 ROOF AND STORM DRAIN PLAN:
 A) PROVIDE DRAINAGE CALCULATIONS IN ACCORDANCE WITH
 SECTION1106.1 FBC P.
 B) PROVIDE STORM DRAINAGE ISOMETRIC DRAWINGS FOR
 PRIMARY AND SECONDARY ROOF DRAIN SYSTEMS. INDICATE THE
 SIZES OF THE HORIZONTAL AND VERTICAL STORM DRAIN PIPES,
 THE GPM FLOW AT EACH ROOF DRAIN LOCATION, AND THE PIPE
 RUNS AND DISCHARGE LOCATIONS- TABLES 1106.2 & 1106.3
 FBC P. INDICATE HOW THE RAINWATER FROM THE ROOF WILL BE
 DRAINED AWAY FROM THE BUILDING TO AN APPROVED PLACE OF
 DISPOSAL- SECTION 1101.2 FBC P.
 C) VERIFY THE ROOF IS DESIGNED IN COMPLIANCE WITH
 SECTION 1101.7 ROOF DESIGN.
 ROOFS SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH
 OF WATER THAT WILL POND THEREON AS DETERMINED BY THE
 RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
 SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION
 WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING
 THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF
 DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED. THE
 MAXIMUM POSSIBLE DEPTH OF WATER ON THE ROOF SHALL
 INCLUDE THE HEIGHT OF THE WATER REQUIRED ABOVE THE
 INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO ACHIEVE
 THE REQUIRED FLOW RATE OF THE SECONDARY DRAINAGE MEANS
 TO ACCOMMODATE THE DESIGN RAINFALL RATE AS REQUIRED BY
 SECTION 1106.
  
 18) P2.1, P4.1, P5.1 & K1.0: HAND SINKS 001, 504, 505,
 506, 507, & 508 SHALL NOT DRAIN INTO THE GREASE WASTE
 LINE AND INTERCEPTOR- SECTION 1003.3.1 FBC P.
  
 19) P2.1, P4.1, P5.1 & K1.0: DRAINAGE FROM THE FLOOR
 SINKS AT THE CONDENSATE HOOD AND BY THE ICE MAKER/ICE
 BIN, AND FROM THE EVAPORATORS AND FLOOR DRAINS IN THE
 WALK-IN BOXES SHALL NOT DRAIN INTO THE GREASE WASTE
 LINE AND INTERCEPTOR- SECTION 1003.3.1 FBC P. PLEASE
 NOTE THAT SEC. 90- 126 PROHIBITS CONDENSATE FROM
 COOLING COILS TO DRAIN INTO THE SANITARY SYSTEM. PLEASE
 CLARIFY THE PURPOSE OF THE TRENCH DRAIN AND WHAT TYPE
 OF WASTE WATER IT IS CONVEYING- SECTION 1003.3.1 FBC P.
  
 20) P2.1 & P5.1 ELEVATOR SUMPS:
 A) NO SUMP DRAIN IS SHOWN AT ELEV-1- SECTION 712.3.5
 B) THE 1ST FLOOR SANITARY ISOMETRIC DOES NOT SHOW THE
 SUMP DRAIN CONNECTION- 712.3.5.
 C) PROVIDE A SUMP PIT, AND SUMP PUMP DRAIN DETAIL IN
 ACCORDANCE WITH 712.2, 712.3.2, & 712.5.
 D) PROVIDE AN EQUIPMENT SCHEDULE FOR THE SUMP PUMP-
 712.3.1, 712.4.2,
 E) PROVIDE AN OIL SEPARATOR UNLESS AN APPROVED ALARM
 SYSTEM IS INSTALLED IN THE SUMP PIT- 1003.4.
  
 21) P2.1 & P5.1: IT APPEARS THAT THE LOCATIONS OF THE
 FLOOR SINK TRAPS BY THE HOT WELLS (002) AND THE STEAM
 KETTLE (121) ARE EXCEEDING THE MAXIMUM 12 FT. DISTANCE
 TO THE MAIN COMBINATION WASTE AND VENT.
  
 22) P2.2: THE PLAN APPEARS TO SHOW ROOF DRAINAGE PIPES
 PENETRATING INTO THE INTERIOR EXIT STAIRWAY 008 WHICH
 IS PROHIBITED PER SECTION 1023.5 FBC B.
  
 23) P0.1 & P2.1: PROVIDE A TRAP PRIMER INSTALLATION
 DETAIL- SECTION 1002.4.1 FBC P.
  
 24) P0.1, P2.1 & P5.1 GREASE INTERCEPTOR- SECTIONS
 1003.3.5 & 1003.3.7 FBC P.
 A) PROVIDE SIZING CALCULATIONS.
 B) PROVIDE AN EQUIPMENT SCHEDULE.
 C) SHOW THE LOCATION OF THE SAMPLING PORT AND PROVIDE
 AN INSTALLATION DETAIL.
 D) PROVIDE APPROVED TRAFFIC LID SPECIFICATIONS TO
 PROTECT THE INTERCEPTOR, SAMPLING PORT ACCESS, AND
 CLEANOUT ACCESS FROM VEHICLE DAMAGE.
  
 25) P0.1, P2.1 & P5.1: INDICATE HOW THE EXTERIOR MOP
 SINK WILL BE PROTECTED FROM VEHICLE DAMAGE, STORM WATER
 AND DETRIMENTAL DRAINAGE INTRUSION- SECTIONS 302.1 &
 305.7 FBC P.
  
 26) P0.1: PROVIDE AN INDIRECT WASTE DETAIL FOR THE
 KITCHEN SINKS AND FIXTURES- SECTIONS 802.1 & 802.1.1
 FBC P.
  
 27) P0.1, P3.1, P3.2, P6.1: LABEL THE WATER HEATERS AS
 EITHER IWH-1 OR IWH-2 ACCORDING TO THE EQUIPMENT
 SCHEDULE- SECTION 107.2.1 WPB. PLEASE NOTE THAT HOT
 WATER AT 110 DEGREES F OR ABOVE IS REQUIRED FOR MOP
 SINKS AND OTHER SINKS USED FOR CULINARY PURPOSES,
 CLEANSING, LAUNDRY OR BUILDING MAINTENANCE PURPOSES-
 SECTION 607.1 FBC P.
  
 28) P0.1, P3.1, P3.2, P6.1: IT APPEARS HOT WATER IS
 BEING PROVIDED TO THE LAVATORIES. PLEASE NOTE THAT COLD
 OR TEMPERED WATER IS REQUIRED IN ACCORDANCE WITH
 SECTIONS 419.5 & 607.1.2 FBC P. CLARIFY IF MIXING
 VALVES WILL BE INSTALLED OR IF THE WATER HEATERS
 SERVING THE SINK ARE ASSE 1070 COMPLIANT.
  
 29) P0.1, P3.1, P3.2, P6.1: SHOW THE LOCATIONS OF
 REQUIRED BACKFLOW PREVENTERS FOR SUPPLY LINES TO
 KITCHEN AND BAR EQUIPMENT- ICE MAKERS, COFFEE MAKERS,
 BEVERAGE DISPENSERS, DISH AND GLASS WARE WASHERS ETC.
 PROVIDE THE TYPES OF DEVICES TO BE INSTALLED AND
 PROVIDE A SCHEDULE ON THE PLANS- SECTION 608.3 FBC P.
  
 30) P3.1 & P3.2: PLEASE LABEL ALL FIXTURES AND
 APPLIANCES TO BE INSTALLED IN THE SECOND FLOOR CAFE,
 AND ADD THE SANITARY DRAINAGE AND WATER SUPPLY DETAILS
 TO THE PLANS- SECTION 107.2.1 WPB.
  
 31) P0.1: PROVIDE AN ENLARGED WATER TREATMENT DETAIL.
 SHOW THE PHYSICAL LOCATION OF THE SYSTEM, PIPING
 DETAILS AND PIPING RUNS TO FIXTURES, LOCATIONS OF
 VALVES AND BACKFLOW DEVICES- SECTION 608.4 FBC P.
  
 32) P3.1 & P6.1: PROVIDE A SHUT OFF VALVE FOR THE WATER
 FEED UP TO THE SECOND FLOOR AND ROOF- SECTION 606.1 (4)
 FBC P.
  
 33) P0.1: PLEASE ADD THE HOSE BIBS TO THE FIXTURE
 SCHEDULE- SECTION 608.16.4.2 FBC P.
  
 34) P0.1: PROVIDE THE TYPE AND THICKNESS OF THE PIPE
 INSULATION- SECTION 607.5 FBC P AND TABLE C403.2.10 FBC
 EC.
  
 35) P0.1: LIST THE MANUFACTURER OF THE WATER HEATER IN
 THE SCHEDULE AND SHOW THE LOCATION OF THE RECIRCULATION
 PUMP IN THE PIPING DETAIL. PROVIDE AN EQUIPMENT
 SCHEDULE FOR THE PUMP- SECTION 607.2 FBC P.
  
 36) P3.1 & P3.3: NON POTABLE WATER SIGNAGE REQUIRED AT
 HOSE BIB LOCATIONS. REFER TO SECTION 608.9 FBC P AND
 PROVIDE DETAILS.
  
 37) CLARIFY IF A DRAINAGE SYSTEM CONNECTED TO THE STORM
 DRAINAGE SYSTEM WILL BE INSTALLED IN THE GARDEN CENTER
 AND PROVIDE DRAWINGS AND DETAILS IF APPLICABLE TO THE
 SCOPE OF THE PROJECT- SECTION 107.2.1 WPB.
  
 PLEASE NOTE THAT THE REVIEW OF CORRECTED PLANS MAY
 RESULT WITH ADDITIONAL COMMENTS. 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 2021-11-29 Cont ID  
Sent By ccole Date 2021-11-29 Time 11:19 Rev Time 0.00
Received By ccole Date 2021-11-29 Time 11:19 Sent To  
Notes
2021-11-29 11:20:29A SEPARATE PERMIT IS REQUIRED FOR THE GREASE
 INTERCEPTOR.
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2021-07-02 Cont ID  
Sent By ccole Date 2021-07-02 Time 11:10 Rev Time 0.00
Received By ccole Date 2021-07-02 Time 11:06 Sent To  
Notes
2021-07-02 11:12:06COMPLETE IRRIGATION PLANS AND SPECIFICATIONS SHALL BE
 SUBMITTED UNDER A SEPARATE PERMIT APPLICATION.
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status P Date 2021-11-30 Cont ID  
Sent By rmcphers Date 2021-11-30 Time 11:43 Rev Time 0.00
Received By rmcphers Date 2021-11-30 Time 11:43 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2021-11-29 Cont ID  
Sent By rmcphers Date 2021-11-29 Time 08:50 Rev Time 0.00
Received By rmcphers Date 2021-11-29 Time 08:50 Sent To  
Notes
2021-11-29 08:56:16ROOFING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) IN THE PRODUCT APPROVAL PROVIDED FOR THE FLAT DECK -
 PLEASE CIRCLE THE ROOFING SYSTEM TO BE USED IN THE
 ROOFING PRODUCT APPROVAL - ROOFING SYSTEM TO BE USED ON
 THE PROVIDED PRODUCT APPROVAL MAY REQUIRE ADDITIONAL
 SIGNED AND SEALED ATTACHMENT DETAILS FROM AN ARCHITECT
 OR ENGINEER FOR ROOF WIND ZONES 2 AND 3 WHICH REQUIRE A
 HIGHER PRESSURE THAN THE MAXIMUM SHOWN ON THE PRODUCT
 APPROVAL - SEE GENERAL LIMITATION NOTE NUMBER 7 ON THE
 PRODUCT APPROVAL.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2021-10-28 Cont ID  
Sent By rmcphers Date 2021-10-28 Time 16:16 Rev Time 0.00
Received By rmcphers Date 2021-10-28 Time 16:16 Sent To  
Notes
2021-10-28 16:18:54ROOFING REVIEW
  
 PLEASE PROVIDE A COMPLETE (FRONT PAGE AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVAL FOR THE ROOFING SYSTEM.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2021-09-14 Cont ID  
Sent By rmcphers Date 2021-09-14 Time 15:26 Rev Time 0.00
Received By rmcphers Date 2021-09-14 Time 15:26 Sent To  
Notes
2021-09-14 15:26:34SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-07-15 Cont ID  
Sent By rmcphers Date 2021-07-15 Time 12:21 Rev Time 0.00
Received By rmcphers Date 2021-07-15 Time 12:21 Sent To  
Notes
2021-07-15 12:21:35SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2021-11-29 Cont ID  
Sent By rmcphers Date 2021-11-29 Time 09:00 Rev Time 0.00
Received By rmcphers Date 2021-11-29 Time 08:59 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2021-11-12 Cont ID  
Sent By medwards Date 2021-11-12 Time 14:25 Rev Time 0.00
Received By medwards Date 2021-11-12 Time 14:25 Sent To  
Notes
2021-11-12 14:27:01GEOTHERMAL REPORT NOW HAS A DIGITAL SIGNATURE. THE
 SURVEY DRAWINGS WERE ORIGINAL SIGNED AND SEALED PAPER
 DRAWINGS. ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2021-10-28 Cont ID  
Sent By rmcphers Date 2021-10-28 Time 16:21 Rev Time 0.00
Received By rmcphers Date 2021-10-28 Time 16:21 Sent To  
Notes
2021-10-28 16:56:48SIGNATURE REVIEW
  
 MOST OF THE DRAWINGS, THE SURVEY AND THE SOIL REPORT DO
 NOT SHOW AS DIGITALLY SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE AN ELECTRONIC OR DIGITAL SIGNATURE - YOU CAN
 DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-09-14 Cont ID  
Sent By rmcphers Date 2021-09-14 Time 15:25 Rev Time 0.00
Received By rmcphers Date 2021-09-14 Time 15:25 Sent To  
Notes
2021-08-30 06:27:46MECHANICAL DRAWINGS SIGNATURE REVIEW APPROVED. ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-06-23 Cont ID  
Sent By medwards Date 2021-06-23 Time 14:47 Rev Time 0.00
Received By medwards Date 2021-06-23 Time 14:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2021-12-01 Cont ID  
Sent By awooten Date 2021-12-01 Time 15:53 Rev Time 0.00
Received By awooten Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2021-10-19 Cont ID  
Sent By awooten Date 2021-10-19 Time   Rev Time 0.00
Received By awooten Date 2021-10-19 Time   Sent To  
Notes
2021-10-19 12:12:05*********************************ZONING REVIEW REPEAT
 COMMENTS*****************************************
  
 THIS DEVELOPMENT IS A PART OF AN INFORMAL SITE PLAN
 REVIEW. PLEASE SUBMIT THE SITE PLAN APPROVAL LETTER
 ASSOCIATED WITH THIS DEVELOPMENT.
  
 PLEASE MAKE SURE THE PARKING CALCULATIONS, BUILDING
 HEIGHT AND OTHER SITE DATA IS CONSISTENT ON THE SITE
 PLAN AND THE ARCHITECTUAL SITE PLAN.
  
 THE LANDSCAPE PLANS SHOULD BE SUBMITTED UNDER A
 SEPARATE PERMIT.
  
 PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON THE
 PROPERTY, A TREE ALTERATION PERMIT SHALL BE SUBMITTED,
 REVIEWED, AND APPROVED BY THE DEVELOPMENT SERVICES
 DEPARTMENT, PLANNING DIVISION. PLEASE CONTACT RAY
 CARANCI OR ANDREW BURNETT FOR LANDSCAPE INQUIRIES
 561-822-1562
  
 ALANA WOOTEN
 PLANNIG DIVISON
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2021-08-27 Cont ID  
Sent By awooten Date 2021-08-27 Time   Rev Time 0.00
Received By awooten Date 2021-08-27 Time   Sent To  
Notes
2021-08-27 14:00:29*********************************ZONING
 REVIEW*****************************************
  
 THIS DEVELOPMENT IS A PART OF AN INFORMAL SITE PLAN
 REVIEW. PLEASE SUBMIT THE SITE PLAN APPROVAL LETTER
 ASSOCIATED WITH THIS DEVELOPMENT.
  
 PLEASE MAKE SURE THE PARKING CALCULATIONS, BUILDING
 HEIGHT AND OTHER SITE DATA IS CONSISTENT ON THE SITE
 PLAN AND THE ARCHITECTUAL SITE PLAN.
  
 THE LANDSCAPE PLANS SHOULD BE SUBMITTED UNDER A
 SEPARATE PERMIT.
  
 ALANA WOOTEN
 PLANNIG DIVISON
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2021-06-21 Cont ID  
Sent By awooten Date 2021-06-21 Time   Rev Time  
Received By awooten Date 2021-06-21 Time   Sent To  
Notes
2021-06-21 12:40:38*********************************ZONING
 REVIEW*****************************************
  
 THIS DEVELOPMENT IS A PART OF AN INFORMAL SITE PLAN
 REVIEW. PLEASE SUBMIT THE SITE PLAN APPROVAL LETTER
 ASSOCIATED WITH THIS DEVELOPMENT.
  
 ALANA WOOTEN
 PLANNIG DIVISON
 561-822-1449
 [email protected]


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